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HomeMy WebLinkAboutFinal Agenda Packet CITY OF RENTON AGENDA - City Council Regular Meeting 7:00 PM - Monday, September 12, 2022 Council Chambers, 7th Floor, City Hall – 1055 S. Grady Way Please note that this regular meeting of the Renton City Council is being offered as a hybrid meeting and can be attended in person at the Council Chambers, 7th floor of City Hall, 1055 S Grady Way, Renton, 98057 or remotely through Zoom. Zoom Participants: Speakers providing audience comments through Zoom must click the link to the registration form (linked below), fill it out, and submit it by 5 p.m. on the day of the Council meeting. The public may also submit comments in writing to cityclerk@rentonwa.gov by 5 p.m. on the day of the meeting. Registration is not required for those who wish to speak during public hearings. Registration for Audience Comment Registration will be open at all times, but speakers must register by 5 p.m. on the day of a Council meeting in order to be called upon. Anyone who registers after 5 p.m. on the day of the Council meeting will not be called upon to speak and will be required to re-register for the next Council meeting if they wish to speak at that next meeting. · Request to Speak Registration Form · You may also copy/paste the following URL into your browser: https://forms.office.com/g/bTJUj6NrEE · You may also call 425-430-6501 or email jsubia@rentonwa.gov or cityclerk@rentonwa.gov to register. Please provide your full name, city of residence, email address and/or phone number, and topic in your message. · Instructions for Virtual Attendance For those wishing to attend by Zoom, please (1) click this link: https://us02web.zoom.us/j/84938072917?pwd=TUNCcnppbjNjbjNRMWpZaXk2bjJnZz09 (or copy the URL and paste into a web browser) or (2) call-in to the Zoom meeting by dialing 253- 215-8782 and entering 849 3807 2917 Passcode 156708, or (3) call 425-430-6501 by 5 p.m. on the day of the meeting to request an invite with a link to the meeting. Those providing audience comments will be limited to 3 minutes each speaker unless an exception is granted by the Council. Attendees will be muted and not audible to the Council except during times they are designated to speak. Advance instructions for how to address the Council will be provided to those who sign up in advance to speak and again during the meeting. 1. CALL TO ORDER AND PLEDGE OF ALLEGIANCE 2. ROLL CALL 3. PROCLAMATION a) National Recovery Month Proclamation - September 2022 4. ADMINISTRATIVE REPORT a) Administrative Report 5. AUDIENCE COMMENTS • All remarks must be addressed to the Council as a whole, if a response is requested please provide your name and address, including email address, to the City Clerk to allow for follow‐up. • Speakers must sign-up prior to the Council meeting. • Each speaker is allowed three minutes. • When recognized, please state your name & city of residence for the record. NOTICE to all participants: Pursuant to state law, RCW 42.17A.555, campaigning for any ballot measure or candidate in City Hall and/or during any portion of the council meeting, including the audience comment portion of the meeting, is PROHIBITED. 6. CONSENT AGENDA The following items are distributed to Councilmembers in advance for study and review, and the recommended actions will be accepted in a single motion. Any item may be removed for further discussion if requested by a Councilmember. a) Approval of Council Meeting minutes of August 15, 2022. Council Concur b) AB - 3179 Mayor Pavone reappoints the following individuals to the Senior Citizen Advisory Board with terms expiring December 31, 2022: Ms. Christine Gray-Scott; Mr. Ronald Erb; Mr. Jack Wardell; Ms. Marge Cochran-Reep; Ms. Anita Dull; Ms. Peggy Budziu; Ms. Sandy Poley; Ms. Shirley Haddock; and Ms. Julie Horan. Council Concur c) AB - 3181 Mayor Pavone reappoints Ms. Cynthia Burns to the Parks Commission for a term expiring October 1, 2026. Council Concur d) AB - 3176 Mayor Pavone appoints the following individuals to the Senior Citizen Advisory Board with terms expiring December 31, 2022: Ms. Elaine Seay-Davis; Ms. Katharine Cooke; Ms. Siona Cochran; Ms. Faye Williams; and Ms. Brigid Cabellon. Refer to Community Services Committee e) AB - 3197 City Clerk reports bid opening on August 16, 2022 for the Maplewood Water Treatment Plant Filter Media Replacement project, CAG-22-244, and submits the staff recommendation to award the project to the lowest responsive and responsible bidder, McClure & Sons, Inc., in the amount of $628,322.99; and approval of a budget transfer of $330,000 from the remaining budget of two other Water Utility projects which will be added to the year-end budget adjustment. Refer to Utilities Committee f) AB - 3180 Executive Services Department recommends execution of the Participation Form and Allocation Agreement that will allow Renton to collect its share of a settlement agreement with opioid distributor companies McKesson Corporation, Cardinal Health, Inc., and AmerisourceBergen Corporation in order to resolve "opioid-related claims." Renton's share of the settlement, based upon the One Washington Memorandum of Understanding (MOU) Council approved in June 2022, is $1,646,270.48 paid over a 17- year period. Additionally, the funds are restricted to pre-approved "abatement" strategies listed in Exhibit A of the One Washington MOU. Council Concur g) AB - 3193 Parks & Recreation Department - PPNR reports bid opening by the City Clerk Division on August 18, 2022; and submits the staff recommendation to award the Coulon North Water Walk Improvements project, CAG-22-014, to the lowest responsive and responsible bidder, Redside Construction, LLC, in the amount of $4,659,432. Council Concur h) AB - 3089 Parks & Recreation Department recommends approval to execute an agreement with King County Parks, in order to accept $100,000 in grant funds, and allocate the grant funds to the Recreation Division for the purpose of providing a feasibility study to better quantify and detail the best path forward for repairs and expansion of the Henry Moses Aquatic Center. Council Concur i) AB - 3183 Police Department recommends approval of Cost Reimbursement Agreement with the King County Sheriff's Office in order to receive up to $15,410.95 for reimbursement of overtime costs associated with verifying addresses and residency status of registered sex and kidnapping offenders. Council Concur j) AB - 3184 Public Works Facilities Division recommends execution of a lease with New Cingular Wireless, PC, at the Highlands Reservoir, with a 20-year term expiring on January 31, 2042. The City will receive a one-time administration fee of $7,500 and a monthly fee of $2,800 adjusted annually by 3 percent. Refer to Finance Committee k) AB - 3160 Public Works Transportation Systems Division recommends approval of Change Order No. 32 to CAG-20-001, contractor Cascade Civil Construction, LLC, in the amount of $333,000 for additional services due to underground utility conflicts, coordination with adjacent building, and revised curb/gutter/sidewalk evaluations. Refer to Transportation (Aviation) Committee l) AB - 3161 Public Works Transportation Systems Division recommends approval of Change Order No. 35B, contractor Cascade Civil Construction, LLC, in the amount of $344,605.42, for additional services related to the Williams Ave S and Wells Ave S Conversion project. Refer to Transportation (Aviation) Committee m) AB - 3190 Public Works Transportation Systems Division recommends approval of Supplement No. 11 to CAG-15-089, contractor KPG Psomas, Inc., in the amount of $221,261, for additional design services for management, coordination, and administration of the Rainier Ave S - Phase 4 (S 3rd St to NW 3rd Pl) project. Refer to Transportation (Aviation) Committee n) AB - 3191 Public Works Transportation Systems Division recommends approval of an agreement with Cowling & Co., LLC, in the amount of $240,085.44, for environmental services for construction of the Rainier Ave S Corridor Improvements - Phase 4 project. Refer to Transportation (Aviation) Committee o) AB - 3185 Public Works Utility Systems Division recommends adoption of a resolution adopting the Long-Range Wastewater Management Plan (LRWWMP) - Final July 2022. Refer to Utilities Committee p) AB - 3188 Public Works Utility Systems Division recommends approval of a grant agreement with the Washington State Department of Commerce for the Connecting Housing to Infrastructure Program (CHIP) using ARPA Funds, in order to accept $1,472,037 in grant funds, for off-site water main improvements for the Sunset Gardens project, a 76-unit affordable housing development located at NE 10th St and Jefferson Ave NE. Refer to Finance Committee q) AB - 3189 Public Works Utility Systems Division recommends approval of a grant agreement with the Washington State Department of Commerce for the Connecting Housing to Infrastructure Program (CHIP), in order to accept $296,100 in grant funds, to be used as reimbursement for waived water, surface water, and wastewater development charges for the Sunset Gardens project, a 76-unit affordable housing project located at NE 10th St and Jefferson Ave NE. Refer to Finance Committee 7. UNFINISHED BUSINESS Topics listed below were discussed in Council committees during the past week. Those topics marked with an asterisk (*) may include legislation. Committee reports on any topics may be held by the Chair if further review is necessary. a) Finance Committee: Vouchers; Redevelopment Manager Position Conversion* b) Planning & Development Committee: Docket 17, Group B 8. LEGISLATION Ordinance for first reading: a) Ordinance No. 6080: Community & Economic Development Department Reorganization for Redevelopment Manager (See Item 7.a) 9. NEW BUSINESS (Includes Council Committee agenda topics; visit rentonwa.gov/cityclerk for more information.) 10. ADJOURNMENT COMMITTEE OF THE WHOLE MEETING AGENDA (Preceding Council Meeting) CANCELED Hearing assistance devices for use in the Council Chambers are available upon request to the City Clerk CITY COUNCIL MEETINGS ARE TELEVISED LIVE ON GOVERNMENT ACCESS CHANNEL 21 To view Council Meetings online, please visit rentonwa.gov/councilmeetings ArmondoPavoneMayorWhereas,behavioralhealthisanessentialpartofone’soverallhealthandweliness;and‘14)fiereas,theCOVID-19pandemichashad,andcontinuestohave,aprofoundeffectonmentalhealthandsubstanceuse,withincreasingnumbersofpeopleexperiencinganxiety,depression,andloneliness;andWhereas,anestimated575,000peopleinKingCountyareaffectedbytheseconditions;andT4lhereas,preventingandovercomingmentalandsubstanceusedisordersisessentialtoachievinghealthylifestylesforindividuals,families,andentirecommunities;andWhereas,wemustencouragerelativesandfriendsofpeoplewithmentaland/orsubstanceusedisorderstoimplementpreventivemeasures,recognizethesignsofaproblem,andguidethoseinneedtoappropriatetreatmentandrecoverysupportservices;andfrfrflereas,thepreventionofmentalandsubstanceusedisordersworks,treatmentiseffective,andrecoveryispossible;andW’hereas,tohelpmorepeopleachieveandsustainlong-termrecovery,theU.S.DepartmentofHealthandHumanServices(HHS),theSubstanceAbuseandMentalHealthServicesAdministration(SAMHSA),theWhiteHouseOfficeofNationalDrugControlPolicy(ONDCP),KingCounty,andtheCityofRentoninviteallresidentstosupportKingCounty’sRecoveryMonth;.7’fow,therefore,I,ArmondoPavone,MayoroftheCityofRenton,doherebyproclaimSeptember2022,tobeWationatcR,ccoveiyfMontliintheCityofRenton,andIencourageallmembersofthecommunitytojoinmeinthisspecialobservation.InwitnesswhereofIhavehereuntosetmyhandandcausedthesealoftheCityofRentontobeaffixedthis12thdayofSeptember,2022.CReProctamationPafl,Mayorton,WashingtonRentonCityHaIl,7thFloor1055SouthGradyWay,Renton,WA98057.rentonwa.govAGENDA ITEM #3. a) Mayor’s Office Memorandum DATE: September 12, 2022 TO: Ryan McIrvin, Council President Members of Renton City Council FROM: Armondo Pavone, Mayor Ed VanValey, Chief Administrative Officer SUBJECT: Administrative Report • The 2022 Structural Condition Assessment field surveys for the structural facilities at Gene Coulon Memorial Beach Park and Kennydale Beach Park began September 6 and will be completed by September 15. The assessment is conducted every five years to determine the structural condition and safety of the park facilities and structures. Park facilities will remain open during the process except for brief and isolated closures at the boat launch. Structural assessments, conducted primarily via boat, will include in- water diving and above-grade visual inspection. • Surface Water Utility division performs annual cleaning of the Madsen and Maplewood sediment ponds to remove gravel, sand, and fine sediment that would otherwise deposit within the creek channel and cause flooding problems. Sediment basin cleaning work was completed in August. Consistent with permit requirements, live fish were removed from the stream segment between the sediment pond outlet culvert and the temporary dam built to divert stream flow around the pond. Fish were also removed from the sediment ponds as water was pumped out. All fish were relocated to Madsen and Maplewood Creek downstream of the sediment ponds. • Renton History Museum has added Tuesdays back into their schedule, with open hours Tuesdays through Fridays, 10 am-4 pm. Mask-required hours are on Tuesday, 10:00am- 12:00 pm for the benefit of those who prefer to wear masks. Masks are currently encouraged at other times until further notice. Current temporary exhibits are With This Ring, a history of marriage in Renton, and Ukraine: Carpathian Mountain Villages, a collection of photographs by Anna Mia Davidson. • Information about preventative street maintenance, traffic impact projects, and road closures happening this week can be found at http://rentonwa.gov/traffic. All projects are weather permitting and unless otherwise noted, streets will always remain open. Preventative street maintenance, traffic impact projects, and road closures will be at the following locations: AGENDA ITEM #4. a) Ryan McIrvin, Council President Members of Renton City Council Page 2 of 2 September 12, 2022  Monday, September 12 through Friday, September 16, 7:00 am to 5:00 pm. Intermittent lane closure on Lincoln Ave NE at NE 38th Street due to utility work. Questions may be directed to Patrick Decaro, 425-207-6013.  Monday, September 12 through Friday, September 16, 8:30 am to 3:00 pm. Intermittent lane closures on 116th Avenue SE at SE 188th Street due to roadway and utility construction. Questions may be directed to Tom Main, 206-999-1833.  Monday, September 12 through Friday, September 16, 8:30am to 3:00 pm. Intermittent lane closure on NE 12th Street at Jefferson Ave NE for utility installation. Questions may be directed to Brad Stocco, 425-282-2373.  Tuesday, September 13 through Thursday, September 15, 7:00 am to 4:00 pm. Road impacts at 1300 Bronson Way North in the westbound direction.  On-going Street Closure through October 4, 2023 (City of Renton Resolution No. 4446). FULL STREET CLOSURE on Sunset Lane NE between NE 10th Street and Harrington Place NE in support of the Solera Development Project (LUA20-000305). Questions may be directed to Brad Stocco, 425-282-2373. AGENDA ITEM #4. a) August 15, 2022 REGULAR COUNCIL MEETING MINUTES CITY OF RENTON MINUTES - City Council Regular Meeting 7:00 PM - Monday, August 15, 2022 Council Chambers, 7th Floor, City Hall – 1055 S. Grady Way CALL TO ORDER AND PLEDGE OF ALLEGIANCE Mayor Pavone called the meeting of the Renton City Council to order at 7:00 PM and led the Pledge of Allegiance. ROLL CALL Councilmembers Present: Ryan McIrvin, Council President James Alberson, Jr., Council Position No. 1 Carmen Rivera, Council Position No. 2 Ed Prince, Council Position No. 5 Ruth Pérez, Council Position No. 6 Councilmembers Absent: Valerie O'Halloran, Council Position No. 3 Kim-Khánh Vǎn, Council Position No. 7 MOVED BY MCIRVIN, SECONDED BY PRINCE, COUNCIL EXCUSE ABSENT COUNCILMEMBERS O'HALLORAN AND VǍN. CARRIED. ADMINISTRATIVE STAFF PRESENT Armondo Pavone, Mayor Ed VanValey, Chief Administrative Officer Alex Tuttle, Senior Assistant City Attorney Jason Seth, City Clerk Commander Tracy Wilkinson, Police Department Attending Remotely: Ellen Bradley-Mak, Human Resources and Risk Management Administrator Chip Vincent, Community & Economic Development Administrator Kelly Beymer, Parks & Recreation Administrator Martin Pastucha, Public Works Administrator Maryjane Van Cleave, Equity, Housing, and Human Services Administrator Ron Straka, Public Works Utility Systems Director Amanda Askren, Interim Economic Development Director Deputy Chief Jeff Hardin, Police Department AGENDA ITEM #6. a) August 15, 2022 REGULAR COUNCIL MEETING MINUTES ADMINISTRATIVE REPORT CAO Ed VanValey reviewed a written administrative report summarizing the City’s recent progress towards goals and work programs adopted as part of its business plan for 2022 and beyond. Items noted were: • The next pop-up lunch event, sponsored by the Equity, Housing, and Human Services (EHHS) Department and the Emergency Feeding Program, will be held Tuesday, August 16 from 12-1:30 pm at Liberty Park. Lunch, personal hygiene kits, and socks will be available to those with food insecurities and/or who are unsheltered. • Renton History Museum is adding Tuesdays back into their schedule, with open hours Tuesdays through Fridays, 10 am-4 pm. Mask-required hours are on Tuesday, 10:00am-12:00 pm for the benefit of those who prefer to wear masks. Masks are currently encouraged at other times until further notice. Current temporary exhibits are With This Ring, a history of marriage in Renton, and Ukraine: Carpathian Mountain Villages, a collection of photographs by Anna Mia Davidson. • The driving range at Maplewood Golf Course will be closed starting Tuesday, August 23 through Monday, September 5 for perimeter netting replacement. The project is scheduled to take no more than 14 days, but if completed sooner notifications will be sent that the driving range has reopened. • Preventative street maintenance will continue to impact traffic and result in occasional street closures. AUDIENCE COMMENTS • Diane Dobson, Renton, CEO of the Renton Chamber of Commerce, voiced dismay and concern regarding the increased levels of crime occurring in downtown. She urged Council to ask King County for support, expressed appreciation for the Mayor's recent letter to the State regarding this issue, and stated that more needs to be done. • Mark DeVos, Renton, stated that the government is entrusted to protect the lives and property of its residents. He expressed concern about increased crime in town, and remarked that he simply wants to be able to live in peace. CONSENT AGENDA Items listed on the Consent Agenda were adopted with one motion, following the listing. a) Approval of Council Meeting minutes of August 8, 2022. Council Concur. b) AB - 3170 Community & Economic Development Department recommended approval of a reorganization that authorizes the conversion of the previously approved contracted position of Redevelopment Manager to a regular full-time equivalent (FTE) employee position; and approval to hire the preferred candidate up to Step E of the salary table dependent upon the qualifications of the applicant. Refer to Finance Committee. c) AB - 3173 Community & Economic Development Department recommended approval of a grant agreement with 4Culture, in order to accept $13,225 in grant funds that will support opportunities for residents to become engaged in the community through art. Council Concur. AGENDA ITEM #6. a) August 15, 2022 REGULAR COUNCIL MEETING MINUTES d) AB - 3174 Community & Economic Development Department submitted CAG-20-143, Downtown Streetscape Phase 1 project, contractor R.W. Scott Construction, and requested acceptance of the project and authorization to release retainage in the amount of $45,958.03 after 60 days once all required State releases are obtained. Council Concur. e) AB - 3165 Public Works Airport recommended approval of a contract with DOWL, LLC, in an amount not to exceed $250,000, for Master Professional Services from July 2022 through July 2025. Refer to Transportation (Aviation) Committee. f) AB - 3175 Public Works Utility Systems Division recommended approval of an agreement with Coal Creek Utility District and private property owners of King County parcel number 342405- 9165, which allows Renton to provide interim water and sewer service to the property located outside of Renton's water and sewer service area. Refer to Utilities Committee. MOVED BY MCIRVIN, SECONDED BY PRINCE, COUNCIL CONCUR TO APPROVE THE CONSENT AGENDA, AS PRESENTED. CARRIED. UNFINISHED BUSINESS a) Committee of the Whole Chair McIrvin presented a report concurring in the staff recommendation to amend the June 27, 2022 Committee Report and approve through the facility renaming process that the Renton Senior Activity Center be renamed the “Don Persson Renton Senior Activity Center” as established in Policy 600-04. MOVED BY MCIRVIN, SECONDED BY PRINCE, COUNCIL CONCUR IN THE COMMITTEE RECOMMENDATION. CARRIED. b) Transportation Committee Vice Chair Prince presented a report concurring in the staff recommendation to approve the month-to-month lease agreement with Airborne Aircraft Management LLC. Such authorization will have an initial increased annual economic impact of $82,505.64 and would benefit the City and Airborne Aircraft Management LLC respectively by bringing current the land rental rate earlier than the original lease required. MOVED BY PRINCE, SECONDED BY PÉREZ, COUNCIL CONCUR IN THE COMMITTEE RECOMMENDATION. CARRIED. c) Community Services Committee Chair Rivera presented a report concurring in the staff recommendation to approve the revisions and adopt the Resolution approving the revisions to the Bylaws governing the members of the Renton Municipal Arts Commission. MOVED BY RIVERA, SECONDED BY ALBERSON, COUNCIL CONCUR IN THE COMMITTEE RECOMMENDATION. CARRIED. d) Community Services Committee Chair Rivera presented a report concurring in the staff recommendation to approve the Renton Equity Commission Bylaws and adopt the Resolution establishing the bylaws as the Commission’s document for governing of its members and conducting business. MOVED BY RIVERA, SECONDED BY ALBERSON, COUNCIL CONCUR IN THE COMMITTEE RECOMMENDATION. CARRIED. AGENDA ITEM #6. a) August 15, 2022 REGULAR COUNCIL MEETING MINUTES LEGISLATION Resolutions: a) Resolution No. 4476: A resolution was read adopting the Renton Equity Commission Bylaws. MOVED BY RIVERA, SECONDED BY ALBERSON, COUNCIL ADOPT THE RESOLUTION AS READ. CARRIED. b) Resolution No. 4477: A resolution was read adopting the Renton Municipal Arts Commission Bylaws. MOVED BY RIVERA, SECONDED BY ALBERSON, COUNCIL ADOPT THE RESOLUTION AS READ. CARRIED. NEW BUSINESS Please see the attached Council Committee Meeting Calendar. Mayor Pavone, Council President McIrvin, and Councilmember Alberson all expressed appreciation to the business owners and residents in attendance expressing concerns regarding public safety. Councilmember Alberson noted that he is interested in hearing all opinions and ideas on how to solve these issues, and Mayor Pavone noted that the Police Department is working on ways to address the issues and is doing all it can to keep the public safe. EXECUTIVE SESSION & ADJOURNMENT MOVED BY MCIRVIN, SECONDED BY PRINCE, COUNCIL RECESS INTO EXECUTIVE SESSION FOR APPROXIMATELY 30 MINUTES TO DISCUSS WITH LEGAL COUNSEL MATTERS OF PENDING LITIGATION PURSUANT TO RCW - 42.30.110(1)(i), WITH NO OFFICIAL ACTION TO BE TAKEN AND THAT THE COUNCIL MEETING BE ADJOURNED WHEN THE EXECUTIVE SESSION IS ADJOURNED. CARRIED. TIME: 7:21 P.M. Executive Session was conducted, and no action was taken. The Council meeting adjourned when the executive session adjourned. Time: 7:38 P.M. Jason A. Seth, MMC, City Clerk Jason Seth, Recorder 15 Aug 2022 AGENDA ITEM #6. a) Council Committee Meeting Calendar August 15, 2022 August 22, 2022 Monday Council Holiday – No Meetings August 29, 2022 Monday 5th Monday – No Meetings September 5, 2022 Monday Labor Day Holiday – No Meetings September 12, 2022 Monday 4:00 PM Finance Committee, Chair O’Halloran Location: Council Conference Room/Videoconference 1. Redevelopment Manager Position Conversion 2. Vouchers 3. Emerging Issues in Finance 5:00 PM Planning & Development Committee, Chair Prince Location: Council Conference Room/Videoconference 1. Docket 17, Group B 2. Docket 17, Group C Briefing 3. Emerging Issues in CED CANCELED Committee of the Whole, Chair McIrvin 7:00 PM Council Meeting Location: Council Chambers/Videoconference AGENDA ITEM #6. a) AB - 3179 City Council Regular Meeting - 12 Sep 2022 SUBJECT/TITLE: Reappointments to Senior Citizen Advisory Board RECOMMENDED ACTION: Council Concur DEPARTMENT: Mayor Pavone STAFF CONTACT: April Alexander, Executive Assistant EXT.: x6520 FISCAL IMPACT SUMMARY: None SUMMARY OF ACTION: Mayor Pavone reappoints the following with a term expiring 12/31/22: Position 1 Christine Gray‐Scott Position 4 Ronald Erb Position 6 Jack Wardell Position 7 Marge Cochran‐Reep Position 9 Anita Dull Position 11 Peggy Budziu Position 12 Sandy Poley Position 13 Shirley Haddock Position 14 Julie Horan EXHIBITS: A. Recommendation Memo STAFF RECOMMENDATION: Confirm Mayor Pavone's reappointments to the Senior Citizen Advisory Board. AGENDA ITEM #6. b) Parks & Recreation   Department Memorandum         DATE: August 1, 2022     TO: Armondo Pavone, Mayor     CC: Ed VanValey, Chief Administrative Officer  Jason Seth, City Clerk  Carrie Nass, Recreation Director  Sean Claggett, Recreation Supervisor, Advisory Board Liaison     FROM: Kelly Beymer, Parks and Recreation Administrator     SUBJECT: Re‐Appointments to Renton Senior Citizen Advisory Board        I, along with staff, would like to request your consideration to recommend to the City  Council the re‐appointment of the following Renton Senior Citizen Advisory board  members.    During 2021 and 2022, these board members’ terms expired and reappointments lapsed  during the challenges of meeting during Covid‐19 restrictions. These current board  members have expressed interest and eagerness to continue to volunteer in this  capacity as advocates and ambassadors for the city in support of senior programs,  activities, and initiatives.    To align to this board’s bylaws, stating January through December terms, these board  members will serve, once re‐appointed, through December 31, 2022, and then, if  interested in continuing to serve, will go through the re‐appointment process in a  truing‐up manner to re‐establish staggered expiration dates.    Position 1 Christine Gray‐Scott  Position 4 Ronald Erb  Position 6 Jack Wardell  Position 7 Marge Cochran‐Reep (current Board President)  Position 9 Anita Dull  Position 11 Peggy Budziu  Position 12 Sandy Poley  Position 13 Shirley Haddock  Position 14 Julie Horan    If you have questions or would like more information, please contact Sean Claggett at  x6632 or myself at x6617.  AGENDA ITEM #6. b) AB - 3181 City Council Regular Meeting - 12 Sep 2022 SUBJECT/TITLE: Reappointment to Parks Commission RECOMMENDED ACTION: Council Concur DEPARTMENT: Mayor Pavone STAFF CONTACT: April Alexander, Executive Assistant EXT.: x6520 FISCAL IMPACT SUMMARY: None SUMMARY OF ACTION: Mayor Pavone reappoints Cynthia Burns to the Parks Commission for a term expiring 10/1/26. EXHIBITS: A. Recommendation Memo STAFF RECOMMENDATION: Confirm Mayor Pavone's reappointment to the Parks Commission. AGENDA ITEM #6. c) Parks & Recreation   Department Memorandum         DATE: August 22, 2022     TO: Armondo Pavone, Mayor     CC: Ed VanValey, Chief Administrative Officer  Jason Seth, City Clerk  Roberta Graver, Administrative Assistant to Parks and Recreation     FROM: Kelly Beymer, Parks and Recreation Administrator     SUBJECT: Reappointment of Park Commissioner Cynthia Burns       I, along with staff, would like to request your consideration to recommend to the City  Council the reappointment of Park Board Commissioner Cynthia Burns. Her term expires  October 1, 2022.    Cynthia continues to be an avid supporter and advocate for city parks and recreation as  a resident and Parks Commissioner. Even through the restrictions and limitations placed  on community engagement during the pandemic, she remained a committed and  rallying supporter of all the programming and services the department worked to  provide. She is an asset to the Commission, staff, and citizens of Renton.    We feel very fortunate Cynthia is willing to volunteer her time in this capacity and  continue to be a valuable advisory proponent for the city’s parks, trails, open space,  recreation, golf course and history museum facilities, services, and efforts. If  reappointed, her term would expire October 1, 2026.    Should you have any questions or concerns, please feel free to call me at x6617.  AGENDA ITEM #6. c) AB - 3176 City Council Regular Meeting - 12 Sep 2022 SUBJECT/TITLE: Appointments to the Senior Citizen Advisory Board RECOMMENDED ACTION: Refer to Community Services Committee DEPARTMENT: Mayor Pavone STAFF CONTACT: April Alexander, Executive Assistant EXT.: x6520 FISCAL IMPACT SUMMARY: None SUMMARY OF ACTION: Mayor Pavone appoints the following to the Senior Citizen Advisory Board for terms expiring 12/31/22: Position 2: Ms. Elaine Seay-Davis Position 3: Ms. Katharine Cooke Position 5: Ms. Siona Cochran Position 8: Ms. Faye Williams Position 15: Ms. Brigid Cabellon EXHIBITS: A. Recommendation Memo STAFF RECOMMENDATION: Confirm Mayor Pavone's appointments to the Senior Citizen Advisory Board AGENDA ITEM #6. d) Parks & Recreation   Department Memorandum         DATE: August 1, 2022     TO: Armondo Pavone, Mayor     CC: Ed VanValey, Chief Administrative Officer  Jason Seth, City Clerk  Carrie Nass, Recreation Director  Sean Claggett, Recreation Supervisor, Advisory Board Liaison     FROM: Kelly Beymer, Parks and Recreation Administrator     SUBJECT: New Appointments to Renton Senior Citizen Advisory Board        I, along with staff, would like to request your consideration to recommend to the City  Council the appointment of the following candidates as new Renton Senior Citizen  Advisory Board members.    The Senior Citizen Advisory Board Interview Committee, made up of two Senior Advisory  Board members and two City of Renton Senior Activity Center staff interviewed 7  candidates and are recommending filling the five vacant positions with these  candidates:    Position 2 ‐ Elaine Seay‐Davis is very active and volunteers with several organizations in  the community.  She has a background in transportation and wants to give back to the  city she lives in and is interested in sharing ideas on how to connect with the greater  senior community of Renton.    Position 3 ‐ Katharine Cooke is long time Renton resident and has a background in  mental health counseling.  She has a passion for the community and wants to help  reduce social isolation and improve mental health of seniors in Renton.     Position 5 – Siona Cochran is a retired nurse and enjoys physical fitness and bicycling.  She enjoys volunteering at free medical clinics and at the hospital; while back in the day  she supported and volunteered for AIDS organizations. She has a passion to advocate  for senior health, activities and resources to keep seniors active.    Position 8 ‐ Faye Williams has very strong organizational skills and has a desire to  connect with the senior community of Renton. She has volunteered at a variety of food  banks and shelters and has a passion to help seniors with food insecurity.    AGENDA ITEM #6. d) Mayor Armondo Pavone  Page 2 of 2  August 1, 2022    Position 15 ‐ Brigid Cabellon is a retired social worker and enjoys helping people. She is  interested in giving back to the community and wants to make a difference with seniors.   Part of her job was helping veterans find resources in the community.  She has a passion  for helping veterans and is interested in sharing ideas on how to connect seniors to  resources in Renton.    To align to this board’s bylaws, stating January through December terms, these  candidates will serve, once appointed, through December 31, 2022, and then, if  interested in continuing to serve, will go through the re‐appointment process for a 3  year term.    Each candidate showed an eagerness to serve, a commitment to the community and are  all Renton residents. If you have questions or would like more information, please  contact Sean Claggett at x6632 or myself at x6617.  AGENDA ITEM #6. d) CITYOFRENTONAPPLICATIONFORBOARDS/COMMISSIONS/COMMITTEESIfyouareinterestedinparticipatinginlocalgovernmentbyOfficeoftheMayormembershiponanyofthefollowingcityboards,commissions,orCityofRentoncommittees,pleasecompletethisapplicationandreturnitto:1055$GradyWayRenton,WA98057Checktheboards/commissions/committeesinwhichyouareinterested:LIAIRPORTADVISORYCOMMITTEELIHUMANSERVICESADVISORYCOMMITTEELICIVILSERVICECOMMISSIONLIPARKSCOMMISSIONLICOMMUNITYPLANADVISORYBOARD—BensonHillLIPLANNINGCOMMISSIONLICOMMUNITYPLANADVISORYBOARD—CityCenterLIRENTONMUNICIPALARTSCOMMISSIONLIEQUITYCOMMISSION•SENIORADVISORYBOARDLIHISTORICAL/MUSEUMBOARDLISISTERCITYCOMMITTEE-CUAUTLALIHOUSINGAUTHORITYLISISTERCITYCOMMITTEE-NISHIWAKISpecialmembershiprequirementsmayapplyforcertainboards/commissions/committees.Call425-430-6500fordetails.Yourapplicationwillbegiveneveryconsiderationasvacanciesoccur.MR.LIMS.•NAMEBrigidJCabellonDATE04/19/2022ADDRESS19007106thAveSERenton,WAZIPCODE98055PHONE:DAY206-351-5120NIGHT_206-351-5120EMAIL:_brigidwojewodzkicabeIIonoutIook.comRENTONRESIDENT?YesIFSO,SINCEWHEN?1963CITYOFFORMERRESIDENCEeaeEDUCATIONALBACKGROUNDWesternWashingtonUniversityBAEducation/HumanServicesandSeattleUniversity1yearcompletedtowardMAPublicAdministrationOCCUPATIONRetiredSocialWorkerEMPLOYERWasKingCountyDeptofCommunity&HumanServicesOCCUPATIONALBACKGROUNDRetiredfromKingCo.DeptofCommunity&HumanServiceswith30yearsserviceasaSocialWorker.Priortothat,workedatKentYouth&FamilySvcs.,HighlineYouthServiceBureau,YMCAShelter.TPHDCovidinvestigator.St.StephenParish.Dept.ofVeteransAffairsVolunteer,COMMUNITYACTIVITIES(organizations/clubs/servicegroups,etc.)___________________________________________________WWUAlumniAssociation,KingCountyVSHLDCHSGrant/ProposalScreeningCommittee.ServedasSt.AnthonySchoolBoyScoutTroop448ComftteeChairperson1995-2002.REASONFORAPPLYINGFORTHISBOARD/COMMISSION/COMMITTEE’_haveaninterestinusingmysocialserviceskillsandabilitiestoservetheseniorpopulationinRenton.Iwouldliketobeactivelyinvolvedinassesingandmeetingtheneedsofseniors.CANATTENDDAYMEETINGS?_YesCANATTENDNIGHTMEETINGS?_YesApplicationswillbekeptonfileforoneyear.Ifyouhavequestionsaboutservingonaboard,commission,orcommittee,pleasefeelfreetocontactthemayor’sofficeat425-430-6500.04/2022AGENDA ITEM #6. d) CoverLetterCityofRentonSeniorCitizenAdvisoryBoardBrigidCabetton19007106thAvenueSoutheastRenton,Washington98055206-251-5120brigidwojewodzkicabellonout1ook.comwww.linkedin.com/inlbrigidcabellonDearCityofRentonSeniorCitizenAdvisoryBoard,IamwritingthiscoverlettertoprovideyouwithinformationregardingmyqualificationsfortheCityofRentonSeniorCitizenAdvisoryBoard.IamaretiredKingCountyDepartmentofCommunityandHumanServicesSocialWorker.Inadditiontomy30yearssocialworkerpositionwithKingCounty,IhaveprioryearsworkingiiithehumanservicefieldinSouthKingCounty.MymostrecentKingCountypositionwasasasocialworkerwiththeKingCountyVSHSLfundedDepartmentofCommunityandHumanServicesVeteransProgram.Iamtakingthisopportunitytohighlightmyskillsastheyrelatetotheskills,duties,andresponsibilitiesyouseektofillthisadvisoryboardposition.IgraduatedfromWesternWashingtonUniversityWoodringSchoolofEducationHumanServiceProgramwithmybachelor’sdegree.IcommencedSeattleUniversityPublicAdministrationGraduateSchool;however,IlefttheprogramaftercommittingmyselftomytruepassionofdirectcLientservice,IhavebeenIamskilledinprogramdevelopmenttomeetclientneeds.Icanconductaneedsassessmentandplan/facilitateprograms,services,workshops,oreventstomeetcollectiveclientneeds.•InmyworkwiththeKingCountyVeteransProgram,approximately60%ofmycaseloadwascomprisedofseniorcitizens.Workingwiththispopulation,Iobtainedskillsandresourcestomeettheiruniqueneeds.Clearlyacomprehensiveneedsassessmentandimmediateresourceswasneeded.IdevelopedrelationshipswithKCPearls,SeniorHousingPrograms,AARPEmploymentPrograms,SSA,SSI,DSHSSNAPandABWOD,SCORE,SeniorCentersandvariousadditionalprogramstomeetindividualizedneeds.•Myprofessionalgoalistofocusmysocialserviceworkwiththeseniorcitizenpopulationasonethatdeservescommunityrespectandservicestolivetheremainderoftheirlivesastheydesire,infulfillmentanddignity.•IpracticeEquityandSocialJusticeinalltheservicesIprovidetoclientswithastrongbeliefinanindividual’srighttoaccesstoservicesthatmeettheirneedsandpromotehealthandpotential.•Iworkeffectivelywithateamaswellasindependently.Istronglybelieveintheadage,“ittakesavillage”,andassuchstronglybelieveintheimportanceofresourcesandalliancestoachieveclientgoals.•Ibelieveintheimportanceofseniorneedsassessmentandinputinprogramandpolicy/fundingdecisions.•Ipossesswhatistermedas“livedexperience”andarespect,aswellascompassion,forseniorcitizens.•Iamhighlyskilledandamenabletoworkingwithdatabases.Inmymostrecentposition,Iconcurrentlyentereddatainfourdatabases,KingCountyVeteransProgramVIBE,DSHSBFETEJAS,ESDSKIESandKCHomelessProgramsHMIS.Iamverydetailorientedandcompletecomprehensiveanddetailedcasenotes.IamversedinHIPPAregulations.•Ihavestrongcasemanagementskills.Myentirecareerasasocialworkerhasinvolvedemphasisonthevalueoftheassessmentprocessandworkingwithclientsincrisis,providingimmediateandrelevantcompassion,crisisinterventionandservicestomeettheirneeds.Theimportanceoffacilitationofreferralandfollowupisparamounttomeetingclientneeds.Icanprovidebothresourcereferralsaswellaslongtermcasemanagementservices.•Iamalsoexperiencedinoffsiteserviceprovision.Iamhighlycapableoftransportingservicestodifferentservicesites.I’vemetclientsintheirhomes,servicehubs,libraries,homelesssheltersandwherevertheyarecomfortable,Icanbetheretoserve.ThankyouforallowingmethisopportunitytoapplyfortheCityofRentonSeniorAdvisoryBoardposition.Ihavebeenwaitingforsuchapositiontobecomeavailableinthecommunity.Iappreciateyourreviewofmyapplicationandcoverletter.Pleasefeelfreetocontactmeifyouneedfurtherinformation.Ilookforwardtomeetingyou.Respectfully,BrigidCabellonAGENDA ITEM #6. d) BrigidWojewodzkiCabellonPage1CurriculumVitaeBrigidCabetlon19007106thAvenueSoutheastRenton,Washington98055206-251-5120brigidwojewodzkicabeIlonoutlook.comwww.linkedin.com/in/brigidcabellonPROFESSIONALPROFILEFlexible,self-motivatedprofessionalwithmorethanfortyfiveyears’experienceworkingasasocialworker,providingsocialservicesinSouthKingCountygovernmentandcommunity-basedorganizations.Demonstratedprofessionalexperiencecoordinatingservicewithcity/county/stateandfederalgovermnentsocialservices,communityorganizations,legalresources,veteran’sorganizations,theprivatesectorbusinesscommunity,aswellaseducationalinstitutions.Highlyskilledinprovisionofdirectservicetodiversepopulations.Directclientservicesincludedrecruitment,intakeandassessment,caseplandevelopmentandimplementation,barrieridentificationandremoval,resourcereferralandadvocacy,coordinationofservices,monitoringclientprogress,supportive/motivationalcounseling,ongoingcasemanagement,teachingself-sufficiency/financialliteracyandcoordinationofservices.Programexperienceincludescommunitynetworking,interagencycollaboration,programplanning,grantswriting,datacollectionandanalysisaswellasreportwriting.IndividualStrengths:DedicatedtothePrinc,vlesofEquityandSocialJustice.Highenergylevelandenthusiasmintheworkplace,combinedwithsuperiororganizationalskillsandabilitytoaccuratelyassessclientneeds.Skilledinthedevelopmentofviableindividualservicestrategiesandprovisionofcustomersupportandcounselingresultingincompletionofgoalsandpositiveoutcomes.Abilitytosupportandmotivatecustomerstoachieveself-efficacyusingstrengthbased(empowerment)models.Consistentanddependableinmaintainingandexudingapositiverespectfulandoptimisticattitudetowardcustomers,co-workers,communitycontactsandprofessionalcohorts.Excellentassessment,problemsolving,andcounselingskillswiththeabilitytocommunicatewithdiversepopulations.Flexibilityandadaptabilitytoprogramchangesandrequirementswiththeabilitytoselfstartandadjustasneededtomeetprogramandcustomerneeds.Creativethinkerandvisionarywithdemonstratedtalentanddedicationtoprovisionofexcellentandprofessionalserviceintherealmofsocialservicesandcasemanagement.EDUCATIONWesternWashingtonUniversityWoodringSchoolofEducation/humanServicesBachelorofArtsDegreereceived6/1980.GraduatedSummaCumLaude.PROFESSIONALEXPE1UENCEKingCountyDepartmentofHumanandCommunityServicesSeattle,Washington.SOCIALWORKERCLASSIFICATION.1/1989to12/31/2018SOCIALWORKER:KingCountyVeteransProgram-3/2014—12/2018ResponsiblefordirectserviceandcasemanagementtoveteransandfamiliesresidinginKingCountyexperiencingcrisis,financialandhomelessissues.Metwithanaverageof$walkinseachmorningpresentingcrisisissues.Averageclientsmetperweeknumbered40to50.Approximately60%ofmycaseloadwereseniors.Casemanagementinvolvedintensiveassessment,caseplanningandresourcebrokeringtoasmanyas65veteransand/orfamilymembersonmycaseload.Workedwithinamyriadofcomplexcommunityandgovernmentregulationsandresourcestoprovidecomprehensiveservicestoveteransandfamilies.Demonstratedabilitytonavigateandnetworkinthehomelessservicedeliverycommunitytodevelopandmaintainrelationshipstostrengthenservicedelivery.Abilitytoutilizecomprehensivedatabasestoenterandmonitorclientprogressandprogramoutcomes.Administeredacomprehensivepsycho-socialassessmenttooltoassessbarriersi.e.:physicalhealth,mentalhealth,substanceabuse,legal,housing,self-sufficiency,benefitsandproductivelivingissuesaswellasstrengthsandresiliency..Providedresourcesandfacilitatedreferrals.Providedapplicationassistanceforbenefits;SNAP,AGENDA ITEM #6. d) BrigidWojewodzkiCabellonPage2ABWOD,TANF,SocialSecurity,551,MedicaL/Dental,VeteransBenefits,ESDUnemploymentInsuranceandHousingviaKCHA,LIHIandSSVFprograms.ProvidedassessmentstodetermineclienteligibilityfortheKingCountyVeteransProgram(KCVP),KingCountyCareerConnectionsProgram(KCCC),DSHSBasicFoodandEmploymentTraining(BFET)andcommunityresourceprogramstosupportclientgoals.AlsoadministeredtheHMIS(HomelessManagementInformationSystem)KCVISPIDAT(VulnerabilityIndexServicePrioritizationDecisionAssistanceTool)toassessandcoordinatehomelessservices.Assessmentsprovidedinformationtodeveloparealisticandclientdrivencaseplan.Monitoringandsupportiveservicesimplementedtosupporttheclientthroughtheircaseplanandgoalachievement.Provisionofjobsearchassistance,bothindividuallyandingroupsettings,toassistwiththeemploymentskilldevelopment.Emphasisonbarrierremoval,recognitionofstrengthsandabilitiesandbestpracticestoassisttheclientwiththeirplan.InteractionwithemployersinthecommunitytodevelopemploymentopportunitiesaswellasmaintenanceofrelationshipswithDSHS,WorkSourceandWorkSourcepartnerorganizationstosupportclientgoals.Workwithveteransandsupportiveprogramstoaddresstheirneedsintherealmsofhomelessness,housing,income,substanceabuse,mentalhealthandissuesthatimpacttheirabilitytoobtainandmaintainself-sufficiency.Strengthincounseling,mediation,andrelationshipbuildingwithveteransandhomelessfamiliestodevelopmutualrespectandaccountability.Consistentlyandresponsivelyfacilitatesclientgoals,utilizingcommunityandprogrammaticresourcesandaccountability.Conciseandaccuraterecordkeepingandfiscalaccountabilitytosupportprogramintegrity.Determinedclienteligibilityforvariousveterans’programs,andothersocialserviceprogramsaccordingtocomplexlocal,state,andfederalregulations.Completedextensiveeligibilitydocumentation.Maintainedcomprehensiveandclearcasenotesandstatusupdatesin4concurrentdatabases:theKCVPVIBEdatabaseaswellasESDSKIESdatabase,DSHSEJASdatabaseandKCHomelessHSFISdatabase,AssistedVeteranswithcasemanagement,andneedsbasedfinancialassistancewheneligible,forremovingbarrierstostabilityinareaswherehardshipisencountered.Theseincludebutarenotlimitedto:justiceinvolvement,legal,health(includingTBI),mentalhealth(includingPTSD),substanceuse,employment,benefits,income,training,housing,shelter,threatofeviction,move-incosts,furnishingsandcriticalgoods,healthaids,transportation,burialassistance,financialcounseling,rent/utility,GIBillgap,familyandsocialconnections,serviceanimals,andotherimpedimentstosuccess.Assistedveteranswithreferralstopartnerorganizationswhenappropriate.AssistedVeteransinfindingandkeepingemploymentthroughcomprehensiveplanning,jobsearchtraining,placementandretentionservices.Homelessveteransreceivedhelpfindingandkeepinghousingthroughcomprehensiveplanning,housingsearch,referralstohousingsystemsnavigation,integrationintohousingresourcesystems,mediation,evictionprevention/housingmaintenance,diversions,increasingincome,andhousingpreparation.Providedcounselingservices,casemanagementandplanningtoincludeindividualtreatmentplansandcoordinationofserviceswithappropriatecommunityresourcesCalculatedfinancialeligibility,researchedandpreparedfinancialvouchers,issuedandtrackedresourcesforcriticalgoodssuchasgroceriesandtransportation.Actedasafinancialgoodsteward,ensuringresourcesweredistributedequitablyandwithinprogramguidelines.Developedandmaintainedeffectiveandcompassionateworkingrelationshipswithveterans.Mediate,problem-solve,advocateandcoordinateindividualservicesforveteransandtheirfamilies.Developedandmaintainedstrongworkingrelationshipswiththeservicedeliverycommunity,community-basedorganizations,trainingandemploymentinstitutionssuchasWorkSource,StateagenciessuchasDSHSandESD,housingprogramssuchasSSVF,LIHI,CCS,andHUD/VASH,federalagenciessuchastheVA,VAROandVAMC,andVeteransServiceOrganizations;Developedandmaintainedstrongworkingrelationshipswithcommunityservicepartnerssuchaslandlords,vendors,andproviders.Attendanceatconferencesandtrainingstoassuresensitiveandaccurateservicetoclients.SOCIALWORKER:CareerConnectionsProgram-3/2010—3/2014ResponsiblefortheprovisionofdirectserviceandcasemanagementtohomelessandtransitionalfamiliesandveteransresidinginKingCounty.Successfulcasemanagement,providingintensivelifeskill,employabilityandretentionservicestoasmanyas45onmycaseload,including2$veterans.Workwithinamyriadofcomplexcommunityandgovernmentregulationsandresourcestoprovidecomprehensiveservicestoveteransandfamilies.Demonstratedabilitytonavigateandnetworkintheveteransandhomelessservicedeliverycommunitytodevelopandmaintainrelationshipstostrengthenservicedelivery.Attendanceatregularcommunityandveteranspecificconferencesandtrainingstoassuresensitiveandaccurateservicetoclients.Abilitytoutilizecomprehensivedatabasestoenterandmonitorclientprogressandprogramoutcomes.DirectservicecapacityincludesneedassessmenttodetermineclienteligibilityfortheKCVP,CC,BFETandcommunityresourceprogramstosupportclientgoalsutilizingtheknowledgetodeveloparealisticandclientdrivencaseplan.Monitoringandsupportiveservicesincasemanagementtosupporttheclientthroughtheircomprehensivejobsearchplanandgoalachievement.Provisionofjobsearchassistance,bothindividuallyandingroupsettings,toassistwithemploymentAGENDA ITEM #6. d) BrigidWojewodzkiCabellonPage3skilldevelopment.Emphasisonbarrierremoval,recognitionofstrengthsandabilitiesandbestpracticestoassisttheclientwiththeirplan.InteractionwithemployersinthecommunitytodevelopemploymentopportunitiesaswellasmaintenanceofrelationshipswithWorkSourceandWorkSourcepartnerstosupportclientemploymentgoals.Workwithveteransandsupportiveprogramstoaddresstheirneedsintherealmsofhomelessness,housing,substanceabuse,mentalhealthandissuesthatimpacttheirabilitytoobtainandmaintainself-sufficiency.Strengthincounseling,mediation,andrelationshipbuildingwithveteransandhomelessfamiliestodevelopmutualrespectandaccountability.Consistentlyandresponsivelyfacilitatesclientgoals,utilizingcommunityandprogrammaticresourcesandaccountability.Conciseandaccuraterecordkeepingandfiscalaccountabilitytosupportprogramintegrity.ECONOMICDEVELOPMENTCOORDINATOR-1/1992to2/2010.ContractedtoChildren’sHomeSocietyofWashingtonEarlyHeadStartProgram,(EHS)andtheElCentrodeIaRazaNextGeneration(NG)Programs(since9/1/2007),toprovideeducation,employmentandtrainingservicestoclientsenrolledintheprogramdesignedtoempowertheEHS/NGparentsandbreakthecycleofpovertybybecomingeconomicallyselfsufficientandcreatinghealthycustomersandefficacy.Caseloadaveraged90clientspermonthreceivingservices.85%ofcaseloadwasSpanishspeakingrequiringintensivecasecoordination,Servicesdeliveredbothinahomebasedsettingaswellascommunitylocationtoaccommodateclients,ProvisionofdirecteconomicdevelopmentservicetoprogramcustomersaswellascoordinationandconsultationwiththeEHSINGteamandcommunitypartners.IndividualcounselingandcasemanagementisprovidedtotheEHS/NGcustomertodevelopandimplementanindividualservicestrategy,economicdevelopmentassessment,referralandbrokeringofservicesasappropriate,careercounselingandjobsearchassistance,interagencycoordinationandcollaborationinrelationtoeducationandtrainingservices,assistancewithfinancialaid,clientadvocacytoachieveselfsufficiencygoalsandbarrierremovalcounselingandassistance..OngoingWorkfirstmediationonEHSINGcustomerbehalf,assistancetocustomermembersindevelopingemploymentandeducationplansthatmeetWorkfirstandDepartmentofVocationalRehabilitation(DVR)guidelines,assistparentsinaccessingacademicandchildcarefundingresourcesbasedoneducationandemploymentobjectives.ResponsibleforpreparingeducationandemploymentinformationforEHS/NGprogramreports.Preparationofcontactsummariesandotherdatacollectionreports.Reportwriting.Programplanningandimplementation.CreatedandExcelspreadsheettotrackservicedeliveryandcreatereports.Wroteamonthlynewsletterarticlerelatingtoself-sufficiency.Developedandpresentedseminar(ComprehensiveHomeVisitServices)attheNationalEarlyHeadStartConference,WashingtonDC.,2005.COUNSELOR/CASEMANAGER-1/1989to12/1991.CasemanagementanddirectserviceprovidedtolowincomeadultsinSouthKingCountyenrolledintheAdultJobTrainingPartnershipAct(JTPA)ComprehensiveAdultProgramadministeredbySeattleKingCountyPrivateIndustryCouncil.Inpartnershipwiththecustomer,completedacomprehensiveeconomicdevelopmentassessment,developedanindividualservicestrategy,andassistedthecustomerinachievingtheireconomicselfsufficiencygoals.Providedjobsearchassistance,jobdevelopment,jobplacement,careercounseling,educationalaccess,financialaidandchildcareresourceassistance,supportservices,careeradvancementandjobretentioncounselingandmotivationalsupport.Collaboratedwithsocialserviceagencies,educationalinstitutions,andtheemployer/businesscommunitytoprovideanetworkofservicesforclients.Effectivelysetprioritiestomeetperformance-basedbasedcontractgoalsandobjectives;managedmultipletasks;andfolloweddetailedpoliciesandproceduresoftheJTPAcontract.Alsoprovidedservicestohomeless/veteransviatheHomelessInitiativeProgram(HIPP),workingoutoftheSmithTower,inthePioneerSquaredistrictshelters.RighlineYouthandFamilyServices.(AKA.RuthDykemanFamilyServices).Burien,Washington.January1981toDecember198$.EMPLOYMENTCOORDINATOR,YouthDevelopmentProgram.7/1983to12/1988.ProgrammanagementanddirectservicedeliveryofHighlineYouthServiceBureauyouthemploymentcontracts:1.KingCountyWorkTrainingProgramperformancebasedJTPAyouthprograms,2.KingCountyDepartmentofYouthServicesEmploymentDevelopmentforYouthsubsidizedemploymentforoffenders,DYSJuvenileJusticeProject.3.WashingtonStateDepartmentofJuvenileRehabilitation(DJR)youthemploymentservicesand4.HighlineYouthServiceBureauteenemploymentandlifeskillsprograms.Servicesprovidedtolow-incomeyouth,“atrisk”teens,andjuvenileoffendersreferredbyJuvenileProbationandParole.Providedintakeandassessment,jobsearchtrainingworkshops,“stayingoutoftrouble”workshops,jobplacementandpostemploymentservicestoyouthandemployerstoensurejobretention,employmentcounselingandintervention.Conductedjobdevelopmentactivitiesintheprivatesectorandmaintainedajobbankprogram,AGENDA ITEM #6. d) BrigidWojewodzkiCabellonPage4acceptingjobordersfromemployersandreferringprogramyouth.Networkedwithcommunityjuvenilejustice,educational,socialserviceandemploymentresources.Responsibleforprogramdatacollection,ManagementInformationSystemsandreportstofundingsources.Maintainedcontractrelationshipswithfundingsourcesandmonitoredcontractcompliance.COMMUNITYSERVICECOORDINATOR-1/1982TO6/1983.Programmanagement,coordinationanddirectserviceprovisionresponsibilitiesforaKingCountyDepartmentofYouthServicesCommunityServicecontract.Conductedgroupandindividualintakesessions,individualplacementassessment,andreferredandplacedcourtadjudicatedandconferencecommitteedivertedyouthfuloffenderstocompletecourtorderedcommunityservicehours.Collectedrestitutionpaymentsandreferredyouthtosubstanceabusecounselingorcustomercounseling.Monitoredyouthprogress,providinginterventionandcounselingasneededtoachievecourtorderedrequirements.Developedcommunityservicesitesandprovidedongoingsupporttosites.CoordinatedservicestoyouthandprovidedweeklyperformanceandcompliancereportstoDYSJuvenileProbationCounselorsandCommunitybasedConferenceCommittees.COMMUNITYSERVICEMONITOR-1/1921to12/1981.ProvisionofcommunityserviceplacementandmonitoringservicestodivertedjuvenileoffendersincompliancewithacontracttoKingCountyDiversionServices.Providedintake,communityserviceplacement,andmonitoringofindividualcommunityservicerequirements.ProvidedreportstotheConferenceCommitteerelatingtoyouthprogresswithrequirements.Educatedyouthregardingthejuvenilejusticesystem,consequencesofnon-complianceandprovidedyouthwithsupportresourceinformation.Developedandmaintainedcommunityservicesitesandservedasaproblem-solvingliaisonasneeded.KentYouthandFamilyServices.Kent,Washington.7/1979to12/1980.COMMUNITYSERVICEMONITOR-YOUTHCOUNSELOR-ProvisionofcommunityserviceplacementandmonitoringservicestodivertedjuvenileoffendersincompliancewithacontracttoKingCountyDiversionServices.AssisteddivertedyouthwithfulfillmentofdiversionagreementrequirementsasmandatedbytheJuvenileCourtConferenceCommitteeandKingCountyDepartmentofYouthServices.Intakeservices,coordinationofplacementforcommunityservicecompletion,monitoredyouthjobperformanceandproblemsolvedissuesimpactingcompletionofrequirements,servedasaliaisonwiththejobsiteasneeded.Preparedreportsandstatistics,facilitatedyouthreferralstocounselingandsubstanceabusetreatmentaswellascollectingrestitutionpayments.Servedasaco-therapistincustomer/teencounselingsessions.YMCA-YoungMen’sChristianAssociationYouthShelter.Seattle,Washington.YOUTHWORKERJYOUTHCOUNSELOR-9/1978TO6/1979.Workedinalockdowncrisisresidentialcenterforteenoffenders.Providedsupervisionandcounselingtosixteenresidentteenstatusoffenderandpostdetentionoffenders.Themajorityofyouthresidentsweresubstanceabusers,violentoffendersandaggressive.Asayouthworker,Iservedasarolemodel,implementedadailyscheduleandroutine,facilitatedrecreationgroupsandoutings,providededucationalgroupsandindividualtutoringsessions,conductedconflictresolutionsessionsbetweenresidents,facilitatedpeercounseling,providedoneononecounselingandsupport,andassistedinplacementfacilitation.Maintainedadailybehaviorlog,reportwriting,andcoordinatedserviceswithjuvenileprobationcounselors,outofhomeplacementproviders,parents,andmentalhealthworkers.AGENDA ITEM #6. d) CAUTION: This email originated from outside the City of Renton. 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From:notification@civiclive.com To:April Alexander Subject:Application for Boards/Commissions/Committees 2022-02-06 07:02 PM(PST) Submission Notification Date:Sunday, February 6, 2022 7:03:02 PM Application for Boards/Commissions/Committees 2022-02-06 07:02 PM(PST) was submitted by Guest on 2/6/2022 10:02:57 PM (GMT-08:00) Canada/Pacific Name Value Airport Advisory Committee* Civil Service Commission* Community Plan Advisory Board - Benson Hill Community Plan Advisory Board - City Center Equity Commission Historical/Museum Board* Housing Authority* Human Services Advisory Committee* Parks Commission* Planning Commission* Municipal Arts Commission* Senior Citizens Advisory Board*Senior Citizens Advisory Board* Sister City Committee - Cuautla Sister City Committee - Nishiwaki Gender Ms. Name Elaine Seay-Davis Address:351 Vuemont Pl NE Apt307 Renton WA 98056 Email eseaydavis@hotmail.com Phone 4254990321 AltPhone: Resident Yes ResidentSince 2001 formerresidence Seattle WA EducationBackground Univ Washington 2 years OccupationalBackground UTILITY ACCT REP Employer:RETIRED CommunityActivities None at this time. Reasonforapplying Interested in becoming involved in senior community. Day Meetings Day Meetings AGENDA ITEM #6. d) Night Meetings Night Meetings To view this form submission online, please follow the link below: https://rentonwa.gov/form/one.aspx? objectId=18324057&contextId=9212967&returnto=submissions AGENDA ITEM #6. d) CAUTION: This email originated from outside the City of Renton. Do not click links, reply or open attachments unless you know the content is safe. From:notification@civiclive.com To:April Alexander Subject:Application for Boards/Commissions/Committees 2022-04-04 09:42 AM(PST) Submission Notification Date:Monday, April 4, 2022 9:42:27 AM Application for Boards/Commissions/Committees 2022-04-04 09:42 AM(PST) was submitted by Guest on 4/4/2022 12:42:22 PM (GMT-08:00) Canada/Pacific Name Value Airport Advisory Committee* Civil Service Commission* Community Plan Advisory Board - Benson Hill Community Plan Advisory Board - City Center Equity Commission Historical/Museum Board* Housing Authority* Human Services Advisory Committee* Parks Commission* Planning Commission* Municipal Arts Commission* Senior Citizens Advisory Board*Senior Citizens Advisory Board* Sister City Committee - Cuautla Sister City Committee - Nishiwaki Gender Ms. Name Faye E. Williams Address:315 NW 2ND PL Email faywilli@msn.com Phone 4253511647 AltPhone: Resident Yes ResidentSince 1998 formerresidence EducationBackground BA in Speech Communications Southeastern Louisiana University OccupationalBackground Retired Insurance Claim Representative Employer:State Farm Insurance Company CommunityActivities Board Secretary and Public Relations - FAME Community Center Seattle Food Bank Manager - Rosa Lima Home for Women AGENDA ITEM #6. d) Reasonforapplying I would like to help give a voice to seniors advocating for their safety, health and decent shelter. I will also like to be a part of determining policies regarding seniors. Day Meetings Day Meetings Night Meetings Night Meetings To view this form submission online, please follow the link below: https://rentonwa.gov/form/one.aspx? objectId=18460343&contextId=9212967&returnto=submissions AGENDA ITEM #6. d) CAUTION: This email originated from outside the City of Renton. 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From:notification@civiclive.com To:April Alexander Subject:Application for Boards/Commissions/Committees 2022-03-31 06:37 PM(PST) Submission Notification Date:Thursday, March 31, 2022 6:37:24 PM Application for Boards/Commissions/Committees 2022-03-31 06:37 PM(PST) was submitted by Guest on 3/31/2022 9:37:20 PM (GMT-08:00) Canada/Pacific Name Value Airport Advisory Committee* Civil Service Commission* Community Plan Advisory Board - Benson Hill Community Plan Advisory Board - City Center Equity Commission Historical/Museum Board* Housing Authority* Human Services Advisory Committee* Parks Commission* Planning Commission* Municipal Arts Commission* Senior Citizens Advisory Board*Senior Citizens Advisory Board* Sister City Committee - Cuautla Sister City Committee - Nishiwaki Gender Ms. Name Katharine Cooke Address:9912 S 200th St, Kent 98031 Email moonstruckate@gmail.com Phone 2069104384 AltPhone: Resident Yes ResidentSince 2017 formerresidence SEATTLE EducationBackground MA CLINICAL PSYCHOLOGY, CERTIFICATION SUBSTANCE USE DISORDER. BA HUMAN SERVICES OccupationalBackground VALLEY BEHAVIORAL HEALTH, RAINIER BEACH THERAPUETIC HEALTH SERVICES Employer:RETIRED CommunityActivities NOTHING CURRENTLY AGENDA ITEM #6. d) Reasonforapplying HELP IN MY COMMUNITY Day Meetings Day Meetings Night Meetings Night Meetings To view this form submission online, please follow the link below: https://rentonwa.gov/form/one.aspx? objectId=18455852&contextId=9212967&returnto=submissions AGENDA ITEM #6. d) CAUTION: This email originated from outside the City of Renton. Do not click links, reply or open attachments unless you know the content is safe. From:notification@civiclive.com To:April Alexander Subject:Application for Boards/Commissions/Committees 2022-04-07 12:18 PM(PST) Submission Notification Date:Thursday, April 7, 2022 12:18:56 PM Application for Boards/Commissions/Committees 2022-04-07 12:18 PM(PST) was submitted by Guest on 4/7/2022 3:18:53 PM (GMT-08:00) Canada/Pacific Name Value Airport Advisory Committee* Civil Service Commission* Community Plan Advisory Board - Benson Hill Community Plan Advisory Board - City Center Equity Commission Historical/Museum Board* Housing Authority* Human Services Advisory Committee* Parks Commission* Planning Commission* Municipal Arts Commission* Senior Advisory Board*Senior Advisory Board* Sister City Committee - Cuautla Sister City Committee - Nishiwaki Gender Ms. Name Siona Cochran Address:18331 108th pl se Renton 98055 Email ctwin60@comcast.net Phone 425-736-9760 AltPhone: Resident Yes ResidentSince 2001 formerresidence Gig Harbor EducationBackground 2 year AAA degree Pierce College Pharmacy Technician 1 year Clover Park Vocational school OccupationalBackground Pharmacy Technician at St. Joseph Hospital 31 years. Worked as the Lead Technician in the Surgery Pharmacy satellite. Shop Steward for UFCW while employed at St. Joseph Hospital Employer:Retired AGENDA ITEM #6. d) CommunityActivities Neighborhood crime watch Driftwood sculpture club Classes at Renton Community Center for 50 and above Reasonforapplying Would like to have community input on programs and opportunities for seniors in Renton. I have been asked by several seniors in Renton if I would be interested in being on the board. Day Meetings Day Meetings Night Meetings Night Meetings To view this form submission online, please follow the link below: https://rentonwa.gov/form/one.aspx? objectId=18469548&contextId=9212967&returnto=submissions AGENDA ITEM #6. d) AB - 3197 City Council Regular Meeting - 12 Sep 2022 SUBJECT/TITLE: CONTRACT AWARD: Maplewood Water Treatment Plant Filter Media Replacement Project; CAG-22-244 RECOMMENDED ACTION: Refer to Utilities Committee DEPARTMENT: City Clerk STAFF CONTACT: Jason Seth, City Clerk EXT.: 6502 FISCAL IMPACT SUMMARY: Bid Amount: $628,322.99 Total Project Budget: $391,483 Engineer's Estimate: $302,775 The Water Utility is requesting a budget transfer of $330,000 from remaining budget from two other Wa ter Utility projects: Downtown Watermain Improvements, Account 425/455590, $130,000; and Bronson/Houser/Williams Bridges Watermains, Account 425/455608, $200,000. The proposed budget amendments will be included in the year-end budget amendment. SUMMARY OF ACTION: The City Clerk Division opened bids for the Maplewood Water Treatment Plant Filter Media Replacement Project (CAG-22-244) on August 16, 2022. There was only one bid received and it was significantly higher than the Engineer's Estimate. Therefore the bid opening only met one of the following three Council criteria for bid openings: 1) The lowest responsive and responsible bid is within project budget; NO 2) More than one bid was received; NO 3) The lowest responsive and responsible bid contained no significant irregularities. YES Since the bid did not meet the first two criteria, the Water Utility requests that this item be referred to the September 19, 2022 Utilities Committee meeting for review and recommendation of contract award, including approval of additional funding for the project. The Water Utility requests a project budget increase of $330,000 to cover all anticipated construction costs, including contingencies and contract administration. Therefore, staff recommends approval to award the Maplewood Water Treatment Plant Filter Media Replacement project, CAG-22-244, to the lowest responsive and responsible bidder, McClure & Sons, Inc., in the amount of $628,322.99; and approval of a budget transfer of $330,000 from the remaining budget of two other Water Utility projects which will be added to the year-end budget adjustment; and waiver of Council criteria one and two. EXHIBITS: A. Staff Recommendation Memo B. Staff Bid Tab C. Clerk Bid Tab STAFF RECOMMENDATION: AGENDA ITEM #6. e) Award the Maplewood Water Treatment Plant Filter Media Replacement project, CAG -22-244, to the lowest responsive and responsible bidder, McClure & Sons, Inc., in the amount of $628,322.99; and approval of a budget transfer of $330,000 from the remaining budget of two other Water Utility projects which will be added to the year-end budget adjustment; and waiver of Council criteria one and two. AGENDA ITEM #6. e) Public Works Department Memorandum DATE:September 6, 2022 TO:Jason Seth, City Clerk FROM:Ron Straka, Utility Systems Director SUBJECT:Bid Evaluation for Maplewood Water Treatment Plant Filter Media Replacement Project (CAG-22-244) and Recommendation of Contract Award to McClures and Sons, Inc. (WTR2703748) On August 16, 2022, the City Clerk’s office opened the single bid received from McClure and Sons, Inc. in the amount of $628,322.99 for the replacement of the filter media at the Maplewood water treatment plant. The engineer’s estimate was $302,775 and the total project budget is $391,843. The bid tabulation including the engineer’s estimate is attached. City Policy 250-02 requires that the bid award be referred to the appropriate Council Committee for review and recommendation if one or more of the following 3 criteria are not met: 1. The lowest responsible bid is within the project budget. 2. More than one bid was received. 3. The bid contained no significant irregularities. Since the bid does not meet the first 2 criteria, the Water Utility requests that this item be placed on the September 12, 2022, Council meeting consent agenda with referral to the Utilities Committee meeting of September 19, 2022, for review and recommendation of contract award and for approval of additional funding for the project. Determination of responsive bid and responsible Bidder The Water Utility has reviewed the submitted bid and determined that the bid is responsive and that McClure & Sons, Inc. is a responsible bidder as defined in RCW 39.04.350, in Renton City policy 250-02 and in section 1-02.14 of the project specifications. McClure and Sons, Inc. has submitted all required bid forms including the bid proposal and receipt of addenda, bid bond, non-collusion affidavit, minimum wage affidavit, certification of compliance with wage payment statutes, contractor’s registration AGENDA ITEM #6. e) Jason Seth, City Clerk Page 2 of 3 September 7, 2022 certificate with the Department of Labor and Industries, and receipt of addenda. There are no irregularities in the bid. McClure and Sons, Inc. met the bidder responsibility criteria as defined in RCW 39.04.350, the bidder has industrial insurance coverage for its employees, employment security department number, state excise tax registration number, and is not disqualified from bidding on public works projects. Bid Review The bid amount of $628,322.99 is significantly higher than the engineer’s estimate of $302,775. The bidder has received a higher raw material cost from the suppliers of the filter media which is over twice the amount of the engineer’s estimate. The bidder’s cost for the removal, testing and disposal of the existing media estimated is also higher than the engineer’s estimate. The Water Utility has underestimated the project cost since we do not have and could not find similar projects to base our estimate on. The bidder’s amount most likely reflects the true cost of the project. We have checked the bidder’s provided references and determined that they have the required experience and expertise to perform the project. McClure & Sons Inc. has successfully completed filter installation and replacement projects for other water purveyors. The project manager for McClures and Sons, Inc. was also the project manager for the construction of the Maplewood Water Treatment plant, and he is familiar with the installation of the filter media. Budget Adjustment Request The total 2022 project budget is $391,483 and the estimated total project budget with the submitted bid amount is $721,483 with the following breakdown: Bid from McClure & Sons, Inc.$628,323 Contingencies $ 73,160 Contract administration and inspection $ 20,000 Total project cost $721,483 2022 Project budget $391,483 Additional budget needed $330,000 The Water Utility requests a project budget increase of $330,000 to cover the anticipated construction cost, including contingencies and contract administration. The additional funding will come from the remaining budget balance from two other projects. AGENDA ITEM #6. e) Jason Seth, City Clerk Page 3 of 3 September 7, 2022 Project Name Account No.Amount to be transferred to Maplewood Filter Media Project Downtown Watermain Improvements 425/455590 $130,000 Bronson/Houser/Williams Bridges Watermains 425/455608 $200,000 Total amount of fund transfer $330,000 The proposed budget adjustment required for the project will included in the year-end budget adjustment. Rationale for not rejecting the submitted bid and to rebid the project The Maplewood wells, pump station and water treatment plant are critical water facilities. The Maplewood water treatment plant has been in operation for over 19 years. The water treatment process uses greensand filters to remove iron and manganese and granular activated carbon (GAC) contactors to remove hydrogen sulfide from the raw water supply. Each of the three 12-foot diameter greensand filters has 12,000 pounds of Greensand media, 10,000 pounds of anthracite coal, and 15,000 pounds of support gravels. Each of the three GAC contactors are filled with 22,000 pounds of GAC. The filter media and GAC have exceeded their estimated useful life of 10 to 15 years. Delaying the replacement of the filter media may impact the finished water quality. The Maplewood wells and water treatment plant currently provide water supply to the Highlands area for fire protection and domestic use. The Maplewood wells can provide an alternate source of supply to the rest of the city in the event of the contamination or the Downtown wellfield, or if the wellfield has water quality issues or experience a significant drop in the aquifer level. Recommendation The Water Utility recommends that Council award the construction contract for the Maplewood water treatment plant filter media replacement project to McClure and Sons, Inc. in the amount of $628,322.99. The Water Utility also recommends that Council approve the transfer of fund of $130,000 from the Downtown Water Main project budget and $200,000 from the Bronson/Houser/Williams bridges water main project to the Maplewood filter media replacement project. Attachments cc: Ron Straka, Utility Systems Director Abdoul Gafour, Water Utility Manager Katie Nolan, Project Manager AGENDA ITEM #6. e) Project Filter Media Replacement for Maplewood Water Treatment Plant BID DATE:8/16/2022 Item No. Description Unit Quantity Unit Price Bid Amount Unit Price Bid Amount 1 Lump Sum 1 25,000.00 25,000.00 $45,000.00 $45,000.00 2 Lump Sum 1 170,000.00 170,000.00 $280,000.00 $280,000.00 3 Lump Sum 1 75,000.00 75,000.00 $240,693.00 $240,693.00 4 Estimate 1 5,000.00 5,000.00 $5,000.00 $5,000.00 Subtotal A 275,000.00 570,693.00 Tax 10.1%27,775.00 57,639.99 Total B 302,775.00 628,332.99 Minor Changes Engineers Estimate Mobilization & Demobilization (10% Maximum of Total Bid Pre-Tax) Removal and Replacement of GAC media for the GAC Treatment System Removal and Replacement of greensand, anthracite, and gravel support bed for the Greensand Treatment System City of Renton McClure and Sons, Inc.AGENDA ITEM #6. e) Project: Filter Media Replacement Maplewood Water Treatment Plant Project ‐ CAG‐22‐244Due Date: August 16, 2022 at 2:00 pmOpening Date: August 16, 2022 at 3:00 pmCITY OF RENTONBID TABULATION SHEETBid Total fromProp Bid L&I Compl Addens Schedule of Pricestriple form Bond Cert & Wage Acknow*Includes Sales TaxMcClure & Sons, Inc15714 Country Club Drive1Mill CreekX X X X X $628,332.99Washington98012LesMcClure  BidderFORMSEngineer's Estimate$302,775.00. AGENDA ITEM #6. e) AB - 3180 City Council Regular Meeting - 12 Sep 2022 SUBJECT/TITLE: Participation in settlement with opioid distributors McKesson Corporation, Cardinal Health, Inc., and AmerisourceBergen Corporation RECOMMENDED ACTION: Council Concur DEPARTMENT: Executive Services Department STAFF CONTACT: Kristi Rowland, Deputy Chief Administrative Officer EXT.: 6947 FISCAL IMPACT SUMMARY: The total settlement of approximately $518 million includes $88 million in attorney’s fees . The remaining $430,249,769.02 will be divided up according to the schedule Renton (and all other participating cities) agreed to in June. According to the allocation structure, this works out to a total value of $1,646,270.48 to be paid to Renton over the next 17 years. After a one-time double payment is made in December 2022, this will result in an annual payment of $91,459.47 until 2040. That figure assumes that all cities sign the participation form. If some cities opt not to, it’s possible that figure could fluctuate. And attorney’s fees for the litigating cities and counties will still be withdrawn, so the amounts may be up to 15% less of the $91,459.47 total during the first seven years. SUMMARY OF ACTION: In March 2022, over 6,500 cities and counties nationwide reached a settlement with opioid distributor companies McKesson Corporation, Cardinal Health, Inc., and AmerisourceBergen Corporation to resolve “opioid-related claims.” In exchange for the approximately $26 billion dollar national settlement, the local governments agreed to provide a broad release of past and future claims against the distributors. Washington has now reached an agreement with these distributors for a total settlement of $518 million to abate the opioid epidemic in our state. In June, the Council authorized Renton to sign the One Washington MOU, an agreement among the non- litigating jurisdictions as to the distribution of the funds among Washington’s local governments and an agreement as to the authorized uses of these funds. Now that a p roposed settlement has been reached, Renton will need to sign the attached Participation Form and Allocation Agreement, and return it to the state by September 23, 2022, to receive money from these opioid distributors as part of the settlement. Once attorney’s fees are subtracted, half of the remaining funds will be distributed to Washington state, and the other half is designated for participating cities and counties, according to the distribution model tha t is adopted as Exhibit B of the one Washington MOU. In that agreement, Renton agreed to abide by a calculated formula whereby Renton will receive 0.765262692% of the local government abatement funds. In addition, Renton agreed to restrict whatever funds it ultimately receives from this litigation to one or more of the pre - approved “abatement” strategies listed in Exhibit A of the MOU. Renton will also have to report its expenditures to the state board overseeing the settlement, and comply with IRS reporting requirements. EXHIBITS: AGENDA ITEM #6. f) A. Distributor Settlement Agreement B. One Washington MOU C. Exhibit A to One Washington MOU D. Exhibit B to One Washington MOU E. Participation Form F. Allocation Agreement STAFF RECOMMENDATION: Staff recommends the city council authorize Renton to sign the Participation Form and Allocation Agreement which will include Renton in the final settlement agreement with McKesson, Cardinal, and AmerisourceBergen. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 DISTRIBUTOR SETTLEMENT AGREEMENT AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 i Table of Contents Page I. Definitions............................................................................................................................1 II. Participation by States and Condition to Preliminary Agreement .....................................13 III. Injunctive Relief .................................................................................................................13 IV. Settlement Payments ..........................................................................................................13 V. Allocation and Use of Settlement Payments ......................................................................28 VI. Enforcement .......................................................................................................................34 VII. Participation by Subdivisions ............................................................................................40 VIII. Condition to Effectiveness of Agreement and Filing of Consent Judgment .....................42 IX. Additional Restitution ........................................................................................................44 X. Plaintiffs’ Attorneys’ Fees and Costs ................................................................................44 XI. Release ...............................................................................................................................44 XII. Later Litigating Subdivisions .............................................................................................49 XIII. Reductions/Offsets .............................................................................................................53 XIV. Miscellaneous ....................................................................................................................54 EXHIBIT A Alleged Harms ....................................................................................................... A-1 EXHIBIT B Enforcement Committee Organizational Bylaws ................................................... B-1 EXHIBIT C Litigating Subdivisions List ................................................................................... C-1 EXHIBIT D Later Litigating Subdivision Suspension and Offset Determinations .................... D-1 EXHIBIT E List of Opioid Remediation Uses ........................................................................... E-1 EXHIBIT F List of States and Overall Allocation Percentages .................................................. F-1 EXHIBIT G Subdivisions Eligible to Receive Direct Allocations from the Subdivision Fund and Default Subdivision Fund Allocation Percentages ................................ G-1 EXHIBIT H Participation Tier Determination1 .......................................................................... H-1 EXHIBIT I Primary Subdivisions ................................................................................................. I-1 AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 ii EXHIBIT J Settling Distributors’ Subsidiaries, Joint Ventures, and Predecessor Entities ......... J-1 EXHIBIT K Subdivision Settlement Participation Form ........................................................... K-1 EXHIBIT L Settlement Fund Administrator .............................................................................. L-1 EXHIBIT M Settlement Payment Schedule .............................................................................. M-1 EXHIBIT N Additional Restitution Amount Allocation ............................................................ N-1 EXHIBIT O Adoption of a State-Subdivision Agreement ......................................................... O-1 EXHIBIT P Injunctive Relief ...................................................................................................... P-1 EXHIBIT Q Illustrative Examples of Prepayments .................................................................... Q-1 EXHIBIT R Agreement on Attorneys’ Fees, Expenses and Costs ............................................. R-1 EXHIBIT S Agreement on the State Outside Counsel Fee Fund ................................................ S-1 EXHIBIT T Agreement on the State Cost Fund Administration ................................................ T-1 EXHIBIT U ABC IRS Form 1098-F .......................................................................................... U-1 EXHIBIT V Cardinal IRS Form 1098-F .................................................................................... V-1 EXHIBIT W McKesson IRS Form 1098-F ............................................................................... W-1 EXHIBIT X Severity Factors ...................................................................................................... X-1 AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 1 DISTRIBUTOR SETTLEMENT AGREEMENT This Settlement Agreement, dated as of July 21, 2021 (the “Agreement”), sets forth the terms of settlement between and among the Settling States, the Settling Distributors, and the Participating Subdivisions (as those terms are defined below). Upon satisfaction of the conditions set forth in Section II and Section VIII, this Agreement will be binding on all Settling States, Settling Distributors, and Participating Subdivisions. This Agreement will then be filed as part of Consent Judgments in the respective courts of each of the Settling States, pursuant to the terms set forth in Section VIII. I. Definitions For all sections of this Agreement except Exhibit E and Exhibit P, the following definitions apply: A. “Abatement Accounts Fund.” The component of the Settlement Fund described in Section V.E. B. “Additional Restitution Amount.” The amount available to Settling States listed on Exhibit N totaling $282,692,307.70. C. “Agreement.” This agreement, as set forth above. For the avoidance of doubt, this Agreement is inclusive of all exhibits. D. “Alleged Harms.” The alleged past, present, and future financial, societal, and public nuisance harms and related expenditures arising out of the alleged misuse and abuse of Products, non-exclusive examples of which are described in the documents listed on Exhibit A, that have allegedly arisen as a result of the physical and bodily injuries sustained by individuals suffering from opioid-related addiction, abuse, death, and other related diseases and disorders, and that have allegedly been caused by the Settling Distributors. E. “Allocation Statute.” A state law that governs allocation, distribution, and/or use of some or all of the Settlement Fund amounts allocated to that State and/or its Subdivisions. In addition to modifying the allocation set forth in Section V.D.2, an Allocation Statute may, without limitation, contain a Statutory Trust, further restrict expenditures of funds, form an advisory committee, establish oversight and reporting requirements, or address other default provisions and other matters related to the funds. An Allocation Statute is not required to address all three (3) types of funds comprising the Settlement Fund or all default provisions. F. “Annual Payment.” The total amount payable to the Settlement Fund Administrator by the Settling Distributors on the Payment Date each year, as calculated by the Settlement Fund Administrator pursuant to Section IV.B.1.e. For the avoidance of doubt, this term does not include the Additional Restitution Amount or amounts paid pursuant to Section X. G. “Appropriate Official.” As defined in Section XIV.F.3. H. “Bankruptcy Code.” Title 11 of the United States Code, 11 U.S.C. § 101, et seq. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 2 I. “Bar.” Either: (1) a law barring Subdivisions in a State from maintaining Released Claims against Released Entities (either through a direct bar or through a grant of authority to release claims and the exercise of such authority in full) or (2) a ruling by the highest court of the State (or, in a State with a single intermediate court of appeals, the intermediate court of appeals when not subject to further review by the highest court of the State) setting forth the general principle that Subdivisions in the State may not maintain any Released Claims against Released Entities, whether on the ground of this Agreement (or the release in it) or otherwise. For the avoidance of doubt, a law or ruling that is conditioned or predicated upon payment by a Released Entity (apart from the Annual Payments by Settling Distributors under this Agreement) shall not constitute a Bar. J. “Case-Specific Resolution.” Either: (1) a law barring the Subdivision at issue from maintaining any Released Claims against any Released Entities (either through a direct bar or through a grant of authority to release claims and the exercise of such authority in full); or (2) a ruling by a court of competent jurisdiction over the Subdivision at issue that the Subdivision may not maintain any Released Claims at issue against any Released Entities, whether on the ground of this Agreement (or the release in it) or otherwise. For the avoidance of doubt, a law or ruling that is conditioned or predicated upon payment by a Released Entity (apart from the Annual Payments by Settling Distributors under this Agreement) shall not constitute a Case- Specific Resolution. K. “Claim.” Any past, present or future cause of action, claim for relief, cross- claim or counterclaim, theory of liability, demand, derivative claim, request, assessment, charge, covenant, damage, debt, lien, loss, penalty, judgment, right, obligation, dispute, suit, contract, controversy, agreement, parens patriae claim, promise, performance, warranty, omission, or grievance of any nature whatsoever, whether legal, equitable, statutory, regulatory or administrative, whether arising under federal, state or local common law, statute, regulation, guidance, ordinance or principles of equity, whether filed or unfiled, whether asserted or unasserted, whether known or unknown, whether accrued or unaccrued, whether foreseen, unforeseen or unforeseeable, whether discovered or undiscovered, whether suspected or unsuspected, whether fixed or contingent, and whether existing or hereafter arising, in all such cases, including, but not limited to, any request for declaratory, injunctive, or equitable relief, compensatory, punitive, or statutory damages, absolute liability, strict liability, restitution, abatement, subrogation, contribution, indemnity, apportionment, disgorgement, reimbursement, attorney fees, expert fees, consultant fees, fines, penalties, expenses, costs or any other legal, equitable, civil, administrative, or regulatory remedy whatsoever. L. “Claim-Over.” A Claim asserted by a Non-Released Entity against a Released Entity on the basis of contribution, indemnity, or other claim-over on any theory relating to a Non-Party Covered Conduct Claim asserted by a Releasor. M. “Compensatory Restitution Amount.” The aggregate amount paid or incurred by the Settling Distributors hereunder other than amounts paid as attorneys’ fees and costs or identified pursuant to Section V.B.2 as being used to pay attorneys’ fees, investigation costs or litigation costs. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 3 N. “Consent Judgment.” A state-specific consent judgment in a form to be agreed by the Settling States and the Settling Distributors prior to the Initial Participation Date that, among other things, (1) approves this Agreement and (2) provides for the release set forth in Section XI.A, including the dismissal with prejudice of any Released Claims that the Settling State has brought against Released Entities. O. “Covered Conduct.” Any actual or alleged act, failure to act, negligence, statement, error, omission, breach of any duty, conduct, event, transaction, agreement, misstatement, misleading statement or other activity of any kind whatsoever from the beginning of time through the Reference Date (and any past, present, or future consequence of any such act, failure to act, negligence, statement, error, omission, breach of duty, conduct, event, transaction, agreement, misstatement, misleading statement or other activity) relating in any way to (1) the discovery, development, manufacture, packaging, repackaging, marketing, promotion, advertising, labeling, recall, withdrawal, distribution, delivery, monitoring, reporting, supply, sale, prescribing, dispensing, physical security, warehousing, use or abuse of, or operating procedures relating to, any Product, or any system, plan, policy or advocacy relating to any Product or class of Products, including, but not limited to, any unbranded promotion, marketing, programs, or campaigns relating to any Product or class of Products; (2) the characteristics, properties, risks, or benefits of any Product; (3) the reporting, disclosure, non-reporting or non- disclosure to federal, state or other regulators of orders placed with any Released Entity; or (4) diversion control programs or suspicious order monitoring; provided, however, that as to any Claim that a Releasor has brought or could bring, Covered Conduct does not include non- compliance with statutory or administrative supply security standards concerning cleanliness of facilities or stopping counterfeit products, so long as such standards apply to the storage and distribution of both controlled and non-controlled pharmaceuticals. P. “Designated State.” New York. Q. “Effective Date.” The date sixty (60) calendar days after the Reference Date. R. “Enforcement Committee.” A committee consisting of representatives of the Settling States and of the Participating Subdivisions. Exhibit B contains the organizational bylaws of the Enforcement Committee. Notice pursuant to Section XIV.Q shall be provided when there are changes in membership or contact information. S. “Final Order.” An order or judgment of a court of competent jurisdiction with respect to the applicable subject matter (1) which has not been reversed or superseded by a modified or amended order, is not currently stayed, and as to which any right to appeal or seek certiorari, review, reargument, stay, or rehearing has expired, and as to which no appeal or petition for certiorari, review, reargument, stay, or rehearing is pending, or (2) as to which an appeal has been taken or petition for certiorari, review, reargument, stay, or rehearing has been filed and (a) such appeal or petition for certiorari, review, reargument, stay, or rehearing has been resolved by the highest court to which the order or judgment was appealed or from which certiorari, review, reargument, stay, or rehearing was sought, or (b) the time to appeal further or seek certiorari, review, reargument, stay, or rehearing has expired and no such further appeal or petition for certiorari, review, reargument, stay, or rehearing is pending. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 4 T. “Global Settlement Abatement Amount.” The abatement amount of $19,045,384,616. U. “Global Settlement Amount.” The Global Settlement Amount is $21 billion, which shall be divided into the Global Settlement Abatement Amount, the Additional Restitution Amount, and the Global Settlement Attorney Fee Amount. V. “Global Settlement Attorney Fee Amount.” The attorney fee amount of $1,671,923,077. W. “Incentive Payment A.” The incentive payment described in Section IV.F.1. X. “Incentive Payment B.” The incentive payment described in Section IV.F.2. Y. “Incentive Payment C.” The incentive payment described in Section IV.F.3. Z. “Incentive Payment D.” The incentive payment described in Section IV.F.4. AA. “Incentive Payment Final Eligibility Date.” With respect to a Settling State, the date that is the earlier of (1) the fifth Payment Date, (2) the date of completion of opening statements in a trial of any action brought by a Subdivision in that State that includes a Released Claim against a Released Entity when such date is more than two (2) years after the Effective Date, or (3) two (2) years after the Effective Date in the event a trial of an action brought by a Subdivision in that State that includes a Released Claim against a Released Entity began after the Initial Participation Date but before two (2) years after the Effective Date. BB. “Initial Participating Subdivision.” A Subdivision that meets the requirements set forth in Section VII.D. CC. “Initial Participation Date.” January 26, 2022, as extended by written agreement of the Settling Distributors and the Enforcement Committee on December 22, 2021. DD. “Injunctive Relief Terms.” The terms described in Section III and set forth in Exhibit P. EE. “Later Litigating Subdivision.” A Subdivision (or Subdivision official asserting the right of or for the Subdivision to recover for alleged harms to the Subdivision and/or the people thereof) that: (1) first files a lawsuit bringing a Released Claim against a Released Entity after the Trigger Date; or (2) adds a Released Claim against a Released Entity after the Trigger Date to a lawsuit brought before the Trigger Date that, prior to the Trigger Date, did not include any Released Claims against a Released Entity; or (3) (a) was a Litigating Subdivision whose Released Claims against Released Entities were resolved by a legislative Bar or legislative Case-Specific Resolution as of the Trigger Date, (b) such legislative Bar or legislative Case-Specific Resolution is subject to a Revocation Event after the Trigger Date, and (c) the earlier of the date of completion of opening statements in a trial in an action brought by a Subdivision in that State that includes a Released Claim against a Released Entity or one hundred eighty (180) days from the Revocation Event passes without a Bar or Case-Specific Resolution being implemented as to that Litigating Subdivision or the Litigating Subdivision’s AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 5 Released Claims being dismissed; or (4) (a) was a Litigating Subdivision whose Released Claims against Released Entities were resolved by a judicial Bar or judicial Case-Specific Resolution as of the Trigger Date, (b) such judicial Bar or judicial Case-Specific Resolution is subject to a Revocation Event after the Trigger Date, and (c) such Litigating Subdivision takes any action in its lawsuit asserting a Released Claim against a Released Entity other than seeking a stay or dismissal. FF. “Later Participating Subdivision.” A Participating Subdivision that is not an Initial Participating Subdivision, but meets the requirements set forth in Section VII.E. GG. “Litigating Subdivision.” A Subdivision (or Subdivision official) that brought any Released Claim against any Released Entity prior to the Trigger Date; provided, however, that a Subdivision (or Subdivision official) that is a Prior Litigating Subdivision shall not be considered a Litigating Subdivision. Exhibit C is an agreed list of all Litigating Subdivisions. Exhibit C will be updated (including with any corrections) periodically, and a final version of Exhibit C will be attached hereto as of the Reference Date. HH. “National Arbitration Panel.” The panel comprised as described in Section VI.F.2.b. II. “National Disputes.” As defined in Section VI.F.2.a. JJ. “Net Abatement Amount.” The Global Settlement Abatement Amount as reduced by the Tribal/W. Va. Subdivision Credit. KK. “Net Settlement Prepayment Amount.” As defined in Section IV.J.1. LL. “Non-Litigating Subdivision.” Any Subdivision that is neither a Litigating Subdivision nor a Later Litigating Subdivision. MM. “Non-Participating Subdivision.” Any Subdivision that is not a Participating Subdivision. NN. “Non-Party Covered Conduct Claim.” A Claim against any Non-Released Entity involving, arising out of, or related to Covered Conduct (or conduct that would be Covered Conduct if engaged in by a Released Entity). OO. “Non-Party Settlement.” A settlement by any Releasor that settles any Non- Party Covered Conduct Claim and includes a release of any Non-Released Entity. PP. “Non-Released Entity.” An entity that is not a Released Entity. QQ. “Non-Settling State.” Any State that is not a Settling State. RR. “Offset Cap.” The per-State dollar amount which the dollar-for-dollar offset described in Section XII.A cannot exceed in a Payment Year, to be calculated by multiplying the amount of the relevant Annual Payment apportioned to the State and to its Subdivisions for that Payment Year by the percentage for the applicable Participation Tier as set forth in Exhibit D. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 6 SS. “Opioid Remediation.” Care, treatment, and other programs and expenditures (including reimbursement for past such programs or expenditures1 except where this Agreement restricts the use of funds solely to future Opioid Remediation) designed to (1) address the misuse and abuse of opioid products, (2) treat or mitigate opioid use or related disorders, or (3) mitigate other alleged effects of, including on those injured as a result of, the opioid epidemic. Exhibit E provides a non-exhaustive list of expenditures that qualify as being paid for Opioid Remediation. Qualifying expenditures may include reasonable related administrative expenses. TT. “Opioid Tax.” Any tax, assessment, license fee, surcharge or any other fee (other than a fixed prospective excise tax or similar tax or fee that has no restriction on pass-through) imposed by a State on a Settling Distributor on the sale, transfer or distribution of opioid products; provided, however, that neither the Excise Tax on sale of Opioids, Article 20-D of New York’s Tax Law nor the Opioid Stewardship Act, Article 33, Title 2-A of New York’s Public Health Law shall be considered an Opioid Tax for purposes of this Agreement. UU. “Overall Allocation Percentage.” A Settling State’s percentage as set forth in Exhibit F. The aggregate Overall Allocation Percentages of all States (including Settling States and Non-Settling States) shall equal one hundred percent (100%). VV. “Participating Subdivision.” Any Subdivision that meets the requirements for becoming a Participating Subdivision under Section VII.B and Section VII.C. Participating Subdivisions include both Initial Participating Subdivisions and Later Participating Subdivisions. WW. “Participation Tier.” The level of participation in this Agreement as determined pursuant to Section VIII.C using the criteria set forth in Exhibit H. XX. “Parties.” The Settling Distributors and the Settling States (each, a “Party”). YY. “Payment Date.” The date on which the Settling Distributors make the Annual Payment pursuant to Section IV.B. ZZ. “Payment Year.” The calendar year during which the applicable Annual Payment is due pursuant to Section IV.B. Payment Year 1 is 2021, Payment Year 2 is 2022 and so forth. References to payment “for a Payment Year” mean the Annual Payment due during that year. References to eligibility “for a Payment Year” mean eligibility in connection with the Annual Payment due during that year. AAA. “Preliminary Agreement Date.” The date on which the Settling Distributors are to inform the Settling States of their determination whether the condition in Section II.B has been satisfied. The Preliminary Agreement Date shall be no more than fourteen (14) calendar days after the end of the notice period to States, unless it is extended by written agreement of the Settling Distributors and the Enforcement Committee. BBB. “Prepayment Notice.” As defined in Section IV.J.1. 1 Reimbursement includes amounts paid to any governmental entities for past expenditures or programs. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 7 CCC. “Primary Subdivision.” A Subdivision that is a General Purpose Government (including, but not limited to, a municipality, county, county subdivision, city, town, township, parish, village, borough, gore, or any other entities that provide municipal-type government) with population over 10,000; provided, however, that as used in connection with Incentive Payment C, the population threshold is 30,000. Attached as Exhibit I is an agreed list of the Primary Subdivisions in each State. DDD. “Prior Litigating Subdivision” A Subdivision (or Subdivision official) that brought any Released Claim against any Released Entity prior to the Trigger Date and all such Released Claims were separately settled or finally adjudicated prior to the Trigger Date; provided, however, that if the final adjudication was pursuant to a Bar, such Subdivision shall not be considered a Prior Litigating Subdivision. Notwithstanding the prior sentence, the Settling Distributors and the Settling State of the relevant Subdivision may agree in writing that the Subdivision shall not be considered a Prior Litigating Subdivision. EEE. “Product.” Any chemical substance, whether used for medicinal or non- medicinal purposes, and whether natural, synthetic, or semi-synthetic, or any finished pharmaceutical product made from or with such substance, that is: (1) an opioid or opiate, as well as any product containing any such substance; or (2) benzodiazepine, carisoprodol, or gabapentin; or (3) a combination or “cocktail” of chemical substances prescribed, sold, bought, or dispensed to be used together that includes opioids or opiates. “Product” shall include, but is not limited to, any substance consisting of or containing buprenorphine, codeine, fentanyl, hydrocodone, hydromorphone, meperidine, methadone, morphine, oxycodone, oxymorphone, tapentadol, tramadol, opium, heroin, carfentanil, diazepam, estazolam, quazepam, alprazolam, clonazepam, oxazepam, flurazepam, triozolam, temazepam, midazolam, carisoprodol, gabapentin, or any variant of these substances or any similar substance. Notwithstanding the foregoing, nothing in this section prohibits a Settling State from taking administrative or regulatory action related to benzodiazepine (including, but not limited to, diazepam, estazolam, quazepam, alprazolam, clonazepam, oxazepam, flurazepam, triozolam, temazepam, and midazolam), carisoprodol, or gabapentin that is wholly independent from the use of such drugs in combination with opioids, provided such action does not seek money (including abatement and/or remediation) for conduct prior to the Effective Date. FFF. “Reference Date.” The date on which the Settling Distributors are to inform the Settling States of their determination whether the condition in Section VIII has been satisfied. The Reference Date shall be no later than thirty (30) calendar days after the Initial Participation Date, unless it is extended by written agreement of the Settling Distributors and the Enforcement Committee. GGG. “Released Claims.” Any and all Claims that directly or indirectly are based on, arise out of, or in any way relate to or concern the Covered Conduct occurring prior to the Reference Date. Without limiting the foregoing, Released Claims include any Claims that have been asserted against a Settling Distributor by any Settling State or Litigating Subdivision in any federal, state, or local action or proceeding (whether judicial, arbitral, or administrative) based on, arising out of, or relating to, in whole or in part, the Covered Conduct, or any such Claims that could be or could have been asserted now or in the future in those actions or in any comparable action or proceeding brought by a State, Subdivision, or Releasor (whether or not AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 8 such State, Subdivision, or Releasor has brought such action or proceeding). Released Claims also include all Claims asserted in any proceeding to be dismissed pursuant to this Agreement, whether or not such claims relate to Covered Conduct. The Parties intend that this term, “Released Claims,” be interpreted broadly. This Agreement does not release Claims by private individuals. It is the intent of the Parties that Claims by private individuals be treated in accordance with applicable law. Released Claims is also used herein to describe claims brought by a Later Litigating Subdivision or other non-party Subdivision that would have been Released Claims if they had been brought by a Releasor against a Released Entity. HHH. “Released Entities.” With respect to Released Claims, the Settling Distributors and (1) all past and present subsidiaries, divisions, predecessors, successors, and assigns (in each case, whether direct or indirect) of each Settling Distributor; (2) all past and present subsidiaries and divisions (in each case, whether direct or indirect) of any entity described in subsection (1); (3) the respective past and present officers, directors, members, trustees, and employees of any of the foregoing (each for actions that occurred during and related to their work for, or employment with, any of the Settling Distributors or the foregoing entities); (4) all past and present joint ventures (whether direct or indirect) of each Settling Distributor or its subsidiaries, including in any Settling Distributor or subsidiary’s capacity as a participating member in such joint venture; (5) all direct or indirect parents and shareholders of the Settling Distributors (solely in their capacity as parents or shareholders of the applicable Settling Distributor with respect to Covered Conduct); and (6) any insurer of any Settling Distributor or any person or entity otherwise described in subsections (1)-(5) (solely in its role as insurer of such person or entity and subject to the last sentence of Section XI.C). Any person or entity described in subsections (3)-(6) shall be a Released Entity solely in the capacity described in such clause and shall not be a Released Entity with respect to its conduct in any other capacity. For the avoidance of doubt, CVS Health Corp., Walgreens Boots Alliance, Inc., and Walmart Inc. (collectively, the “Pharmacies”) are not Released Entities, nor are their direct or indirect past or present subsidiaries, divisions, predecessors, successors, assigns, joint ventures, shareholders, officers, directors, members, trustees, or employees (shareholders, officers, directors, members, trustees, and employees for actions related to their work for, employment with, or involvement with the Pharmacies) Released Entities. Notwithstanding the prior sentence, any joint venture or past or present subsidiary of a Settling Distributor is a Released Entity, including any joint venture between a Settling Distributor or any Settling Distributor’s subsidiary and a Pharmacy (or any subsidiary of a Pharmacy); provided, however, that any joint venture partner of a Settling Distributor or a Settling Distributor’s subsidiary is not a Released Entity unless it falls within subsections (1)-(6) above. Lists of Settling Distributors’ subsidiaries, joint ventures, and predecessor entities are appended to this Agreement as Exhibit J. With respect to joint ventures (including predecessor entities), only entities listed on Exhibit J are Released Entities. With respect to wholly-owned subsidiaries (including predecessor entities), Exhibit J represents a good faith effort by the Settling Distributors to list all such entities, but any and all wholly-owned subsidiaries (including predecessor entities) of any Settling Distributor are Released Entities, whether or not they are listed on Exhibit J. For the avoidance of doubt, any entity acquired, or joint venture entered into, by a Settling Distributor after the Reference Date is not a Released Entity. III. “Releasors.” With respect to Released Claims, (1) each Settling State; (2) each Participating Subdivision; and (3) without limitation and to the maximum extent of the AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 9 power of each Settling State’s Attorney General and/or Participating Subdivision to release Claims, (a) the Settling State’s and Participating Subdivision’s departments, agencies, divisions, boards, commissions, Subdivisions, districts, instrumentalities of any kind and attorneys, including its Attorney General, and any person in his or her official capacity whether elected or appointed to serve any of the foregoing and any agency, person, or other entity claiming by or through any of the foregoing, (b) any public entities, public instrumentalities, public educational institutions, unincorporated districts, fire districts, irrigation districts, and other Special Districts in a Settling State, and (c) any person or entity acting in a parens patriae, sovereign, quasi- sovereign, private attorney general, qui tam, taxpayer, or other capacity seeking relief on behalf of or generally applicable to the general public with respect to a Settling State or Subdivision in a Settling State, whether or not any of them participate in this Agreement. The inclusion of a specific reference to a type of entity in this definition shall not be construed as meaning that the entity is not a Subdivision. Each Settling State’s Attorney General represents that he or she has or has obtained (or will obtain no later than the Initial Participation Date) the authority set forth in Section XI.G. In addition to being a Releasor as provided herein, a Participating Subdivision shall also provide the Subdivision Settlement Participation Form referenced in Section VII providing for a release to the fullest extent of the Participating Subdivision’s authority. JJJ. “Revocation Event.” With respect to a Bar, Settlement Class Resolution, or Case-Specific Resolution, a revocation, rescission, reversal, overruling, or interpretation that in any way limits the effect of such Bar, Settlement Class Resolution, or Case-Specific Resolution on Released Claims, or any other action or event that otherwise deprives the Bar, Settlement Class Resolution, or Case-Specific Resolution of force or effect in any material respect. KKK. “Settlement Class Resolution.” A class action resolution in a court of competent jurisdiction in a Settling State (that is not successfully removed to federal court) with respect to a class of Subdivisions in that State that (1) conforms with that Settling State’s statutes, case law, and rules of procedure regarding class actions; (2) is approved and entered as an order of a court of competent jurisdiction in that State and such order has become a Final Order; (3) is binding on all Non-Participating Subdivisions in that State (other than opt outs as permitted under the next sentence); (4) provides that all such Non-Participating Subdivisions may not bring any Released Claims against any Released Entities, whether on the ground of this Agreement (or the releases herein) or otherwise; and (5) does not impose any costs or obligations on Settling Distributors other than those provided for in this Agreement, or contain any provision inconsistent with any provision of this Agreement. If applicable state law requires that opt-out rights be afforded to members of the class, a class action resolution otherwise meeting the foregoing requirements shall qualify as a Settlement Class Resolution unless Subdivisions collectively representing more than one percent (1%) of the total population of that State opt out. In seeking certification of any Settlement Class, the applicable State and Participating Subdivisions shall make clear that certification is sought solely for settlement purposes and shall have no applicability beyond approval of the settlement for which certification is sought. Nothing in this Agreement constitutes an admission by any Party that class certification would be appropriate for litigation purposes in any case or for purposes unrelated to this Agreement. LLL. “Settlement Fund.” The interest-bearing fund established pursuant to this Agreement into which the Annual Payments are made under Section IV. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 10 MMM. “Settlement Fund Administrator.” The entity that annually determines the Annual Payment (including calculating Incentive Payments pursuant to Section IV and any amounts subject to suspension, offset, or reduction pursuant to Section XII and Section XIII), annually determines the Participation Tier pursuant to Section VIII.C, administers the Settlement Fund, and distributes amounts into the Abatement Accounts Fund, State Fund, and Subdivision Fund pursuant to this Agreement. The duties of the Settlement Fund Administrator shall be governed by this Agreement. Prior to the Initial Participation Date, the Settling Distributors and the Enforcement Committee shall agree to selection and removal processes for and the identity of the Settlement Fund Administrator, and a detailed description of the Settlement Fund Administrator’s duties and responsibilities, including a detailed mechanism for paying the Settlement Fund Administrator’s fees and costs, all of which shall be appended to the Agreement as Exhibit L. NNN. “Settlement Fund Escrow.” The interest-bearing escrow fund established pursuant to this Agreement to hold disputed or suspended payments made under this Agreement, and to hold the first Annual Payment until the Effective Date. OOO. “Settlement Payment Schedule.” The schedule attached to this Agreement as Exhibit M. PPP. “Settlement Prepayment.” As defined in Section IV.J.1. QQQ. “Settlement Prepayment Reduction Schedule.” As defined in Section IV.J.1. RRR. “Settling Distributors.” McKesson Corporation, Cardinal Health, Inc., and AmerisourceBergen Corporation (each, a “Settling Distributor”). SSS. “Settling State.” A State that has entered into this Agreement with all Settling Distributors and delivers executed releases in accordance with Section VIII.A. TTT. “State.” With the exception of West Virginia, which has addressed its claims separately and is excluded from participation in this Agreement, the states, commonwealths, and territories of the United States of America, as well as the District of Columbia. The 55 States are listed in Exhibit F. Additionally, the use of non-capitalized “state” to describe something (e.g., “state court”) shall also be read to include parallel entities in commonwealths, territories, and the District of Columbia (e.g., “territorial court”). UUU. “State Fund.” The component of the Settlement Fund described in Section V.C. VVV. “State-Subdivision Agreement.” An agreement that a Settling State reaches with the Subdivisions in that State regarding the allocation, distribution, and/or use of funds allocated to that State and to its Subdivisions. A State-Subdivision Agreement shall be effective if approved pursuant to the provisions of Exhibit O or if adopted by statute. Preexisting agreements addressing funds other than those allocated pursuant to this Agreement shall qualify if the approval requirements of Exhibit O are met. A State and its Subdivisions may revise a State-Subdivision Agreement if approved pursuant to the provisions of Exhibit O, or if such revision is adopted by statute. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 11 WWW. “Statutory Trust.” A trust fund established by state law to receive funds allocated to a Settling State’s Abatement Accounts Fund and restrict any expenditures made using funds from such Settling State’s Abatement Accounts Fund to Opioid Remediation, subject to reasonable administrative expenses. A State may give a Statutory Trust authority to allocate one (1) or more of the three (3) types of funds comprising such State’s Settlement Fund, but this is not required. XXX. “Subdivision.” Any (1) General Purpose Government (including, but not limited to, a municipality, county, county subdivision, city, town, township, parish, village, borough, gore, or any other entities that provide municipal-type government), School District, or Special District within a State, and (2) any other subdivision or subdivision official or sub-entity of or located within a State (whether political, geographical or otherwise, whether functioning or non-functioning, regardless of population overlap, and including, but not limited to, Nonfunctioning Governmental Units and public institutions) that has filed a lawsuit that includes a Released Claim against a Released Entity in a direct, parens patriae, or any other capacity. “General Purpose Government,” “School District,” and “Special District” shall correspond to the “five basic types of local governments” recognized by the U.S. Census Bureau and match the 2017 list of Governmental Units.2 The three (3) General Purpose Governments are county, municipal, and township governments; the two (2) special purpose governments are School Districts and Special Districts.3 “Fire District,” “Health District,” “Hospital District,” and “Library District” shall correspond to categories of Special Districts recognized by the U.S. Census Bureau.4 References to a State’s Subdivisions or to a Subdivision “in,” “of,” or “within” a State include Subdivisions located within the State even if they are not formally or legally a sub-entity of the State; provided, however, that a “Health District” that includes any of the following words or phrases in its name shall not be considered a Subdivision: mosquito, pest, insect, spray, vector, animal, air quality, air pollution, clean air, coastal water, tuberculosis, and sanitary. YYY. “Subdivision Allocation Percentage.” The portion of a Settling State’s Subdivision Fund set forth in Exhibit G that a Subdivision will receive pursuant to Section V.C or Section V.D if it becomes a Participating Subdivision. The aggregate Subdivision Allocation Percentage of all Subdivisions receiving a Subdivision Allocation Percentage in each State shall equal one hundred percent (100%). Immediately upon the effectiveness of any State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution allowed by Section V.D.3 (or upon the effectiveness of an amendment to any State-Subdivision Agreement, 2 https://www.census.gov/data/datasets/2017/econ/gus/public-use-files.html 3 E.g., U.S. Census Bureau, “Technical Documentation: 2017 Public Use Files for State and Local Government Organization” at 7 (noting that “the Census Bureau recognizes five basic types of local governments,” that three of those are “general purpose governments” (county governments, municipal governments, and township governments), and that the other two are “school district and special district governments”), https://www2.census.gov/programs-surveys/gus/datasets/2017/2017_gov_org_meth_tech_doc.pdf. 4 A list of 2017 Government Units provided by the Census Bureau identifies 38,542 Special Districts and categorizes them by “FUNCTION_NAME.” “Govt_Units_2017_Final” spreadsheet, “Special District” sheet, included in “Independent Governments - list of governments with reference information,” https://www.census.gov/data/datasets/2017/econ/gus/public-use-files.html. As used herein, “Fire District” corresponds to Special District function name “24 – Local Fire Protection,” “Health District” corresponds to Special District function name “32 – Health,” “Hospital District” corresponds to Special District function name “40 – Hospitals,” and “Library District” corresponds to Special District function name “52 – Libraries.” See id. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 12 Allocation Statute, Statutory Trust, or voluntary redistribution allowed by Section V.D.3) that addresses allocation from the Subdivision Fund, or upon any, whether before or after the Initial Participation Date, Exhibit G will automatically be amended to reflect the allocation from the Subdivision Fund pursuant to the State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution allowed by Section V.D.3. The Subdivision Allocation Percentages contained in Exhibit G may not change once notice is distributed pursuant to Section VII.A, except upon the effectiveness of any State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution allowed by Section V.D.3 (or upon the effectiveness of an amendment to any State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution allowed by Section V.D.3) that addresses allocation from the Subdivision Fund. For the avoidance of doubt, no Subdivision not listed on Exhibit G shall receive an allocation from the Subdivision Fund and no provision of this Agreement shall be interpreted to create such an entitlement. ZZZ. “Subdivision Fund.” The component of the Settlement Fund described in Section V.C. AAAA. “Subdivision Settlement Participation Form.” The form attached as Exhibit K that Participating Subdivisions must execute and return to the Settlement Fund Administrator. BBBB. “Suspension Amount.” The amount calculated as follows: the per capita amount corresponding to the applicable Participation Tier as set forth in Exhibit D multiplied by the population of the Later Litigating Subdivision. CCCC. “Suspension Cap.” The amount calculated as follows: the suspension percentage corresponding to the applicable Participation Tier as set forth in Exhibit D multiplied by the amount of the relevant Annual Payment apportioned to the State of the Later Litigating Subdivision and to Subdivisions in that State in each year of the suspension. DDDD. “Suspension Deadline.” With respect to a lawsuit filed by a Later Litigating Subdivision asserting a Released Claim, the deadline set forth in Exhibit D corresponding to the applicable Participation Tier. EEEE. “Threshold Motion.” A motion to dismiss or equivalent dispositive motion made at the outset of litigation under applicable procedure. A Threshold Motion must include as potential grounds for dismissal any applicable Bar or the relevant release by a Settling State or Participating Subdivision provided under this Agreement and, where appropriate under applicable law, any applicable limitations defense. FFFF. “Tribal/W. Va. Subdivision Credit.” The Tribal/W. Va. Subdivision Credit shall equal 2.58% of the Global Settlement Abatement Amount. GGGG. “Trigger Date.” In the case of a Primary Subdivision, the Reference Date. In the case of all other Subdivisions, the Preliminary Agreement Date. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 13 II. Participation by States and Condition to Preliminary Agreement A. Notice to States. On July 22, 2021 this Agreement shall be distributed to all States. The States’ Attorneys General shall then have a period of thirty (30) calendar days to decide whether to become Settling States. States that determine to become Settling States shall so notify the National Association of Attorneys General and Settling Distributors and shall further commit to obtaining any necessary additional State releases prior to the Reference Date. This notice period may be extended by written agreement of the Settling Distributors and the Enforcement Committee. B. Condition to Preliminary Agreement. Following the notice period set forth in Section II.A above, the Settling Distributors shall determine on or before the Preliminary Agreement Date whether, in their sole discretion, enough States have agreed to become Settling States to proceed with notice to Subdivisions as set forth in Section VII below. If the Settling Distributors determine that this condition has been satisfied, and that notice to the Litigating Subdivisions should proceed, they will so notify the Settling States by providing notice to the Enforcement Committee and Settlement Fund Administrator on the Preliminary Agreement Date. If the Settling Distributors determine that this condition has not been satisfied, they will so notify the Settling States by providing notice to the Enforcement Committee and Settlement Fund Administrator, and this Agreement will have no further effect and all releases and other commitments or obligations contained herein will be void. C. Later Joinder by States. After the Preliminary Agreement Date, a State may only become a Settling State with the consent of the Settling Distributors, in their sole discretion. If a State becomes a Settling State more than sixty (60) calendar days after the Preliminary Agreement Date, but on or before January 1, 2022, the Subdivisions in that State that become Participating Subdivisions within ninety (90) calendar days of the State becoming a Settling State shall be considered Initial Participating Subdvisions. A State may not become a Settling State after January 1, 2022. D. Litigation Activity. Following the Preliminary Agreement Date, States that determine to become Settling States shall make best efforts to cease litigation activity against Settling Distributors, including by jointly seeking stays or severance of claim against the Settling Distributors, where feasible, and otherwise to minimize such activity by means of agreed deadline extensions and agreed postponement of depositions, document productions, and motion practice if a motion to stay or sever is not feasible or is denied. III. Injunctive Relief A. Injunctive Relief. As part of the Consent Judgment, the Parties agree to the entry of the injunctive relief terms attached in Exhibit P. IV. Settlement Payments A. Settlement Fund. All payments under this Section IV shall be made into the Settlement Fund, except that, where specified, they shall be made into the Settlement Fund Escrow. The Settlement Fund shall be allocated and used only as specified in Section V. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 14 B. Annual Payments. The Settling Distributors shall make eighteen (18) Annual Payments, each comprised of base and incentive payments as provided in this Section IV, as well as fifty percent (50%) of the amount of any Settlement Fund Administrator costs and fees that exceed the available interest accrued in the Settlement Fund as provided in Section V.C.5, and as determined by the Settlement Fund Administrator as set forth in this Agreement. 1. All data relevant to the determination of the Annual Payment and allocations to Settling States and their Participating Subdivisions listed on Exhibit G shall be submitted to the Settlement Fund Administrator no later than sixty (60) calendar days prior to the Payment Date for each Annual Payment. The Settlement Fund Administrator shall then determine the Annual Payment, the amount to be paid to each Settling State and its Participating Subdivisions included on Exhibit G, and the amount of any Settlement Fund Administrator costs and fees, all consistent with the provisions in Exhibit L, by: a. determining, for each Settling State, the amount of base and incentive payments to which the State is entitled by applying the criteria under Section IV.D, Section IV.E, and Section IV.F; b. applying any suspensions, offsets, or reductions as specified under Section IV, Section XII, and Section XIII; c. applying any adjustment required as a result of prepayment or significant financial constraint, as specified under Section IV.J and Section IV.K; d. determining the amount of any Settlement Fund Administrator costs and fees that exceed the available interest accrued in the Settlement Fund, as well as the amounts, if any, of such costs and fees owed by Settling Distributors and out of the Settlement Fund pursuant to Section V.C.5; e. determining the total amount owed by Settling Distributors (including any amounts to be held in the Settlement Fund Escrow pending resolution of a case by a Later Litigating Subdivision as described in Section XII) to all Settling States and the Participating Subdivisions listed on Exhibit G; and f. the Settlement Fund Administrator shall then allocate, after subtracting the portion of any Settlement Fund Administrator costs and fees owed out of funds from the Settlement Fund pursuant to Section V.C.5, the Annual Payment pursuant to Section V.C and Section V.D among the Settling States, among the separate types of funds for each Settling State (if applicable), and among the Participating Subdivisions listed on Exhibit G. 2. The Settlement Fund Administrator shall also apply the allocation percentages set forth in Section IV.I and determine for each Settling Distributor the amount of its allocable share of the Annual Payment. For the avoidance of doubt, each Settling Distributor’s liability for its share of the Annual Payment is several, and not joint. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 15 3. As soon as possible, but no later than fifty (50) calendar days prior to the Payment Date for each Annual Payment and following the determination described in Section IV.B.1 and Section IV.B.2, the Settlement Fund Administrator shall give notice to the Settling Distributors, the Settling States, and the Enforcement Committee of the amount of the Annual Payment (including the amount of the Settlement Fund to be allocated to the Settlement Fund Administrator in costs and fees pursuant to Section V.C.5), the amount to be received by each Settling State, the amount to be received by the separate types of funds for each Settling State (if applicable), and the amount to be received by each Settling State’s Participating Subdivisions listed on Exhibit G. The Settlement Fund Administrator shall also give notice to each Settling Distributor of the amount of its allocable share of the Annual Payment, including its allocable share of the amount of any Settlement Fund Administrator costs and fees that exceed the available interest accrued in the Settlement Fund pursuant to Section V.C.5. 4. Within twenty-one (21) calendar days of the notice provided by the Settlement Fund Administrator, any party may dispute, in writing, the calculation of the Annual Payment (including the amount allocated for Settlement Fund Administrator costs and fees), or the amount to be received by a Settling State and/or its Participating Subdivisions listed on Exhibit G. Such disputing party must provide a written notice of dispute to the Settlement Fund Administrator, the Enforcement Committee, any affected Settling State, and the Settling Distributors identifying the nature of the dispute, the amount of money that is disputed, and the Settling State(s) affected. 5. Within twenty-one (21) calendar days of the sending of a written notice of dispute, any affected party may submit a response, in writing, to the Settlement Fund Administrator, the Enforcement Committee, any affected Settling State, and the Settling Distributors identifying the basis for disagreement with the notice of dispute. 6. If no response is filed, the Settlement Fund Administrator shall adjust the amount calculated consistent with the written notice of dispute, and each Settling Distributor shall pay its allocable share of the adjusted amount, collectively totaling that year’s Annual Payment, on the Payment Date. If a written response to the written notice of dispute is timely sent to the Settlement Fund Administrator, the Settlement Fund Administrator shall notify the Settling Distributors of the preliminary amount to be paid, which shall be the greater of the amount originally calculated by the Settling Administrator or the amount that would be consistent with the notice of dispute, provided, however, that in no circumstances shall the preliminary amount to be paid be higher than the maximum amount of Base and Incentive Payments A and D for that Payment Year as set forth on Exhibit M. For the avoidance of doubt, a transfer of suspended payments from the Settlement Fund Escrow pursuant to Section XII.A.2 does not count toward determining whether the amount to be paid is higher than the maximum amount of Base and Incentive Payments A and D for that Payment Year as set forth on Exhibit M. 7. The Settlement Fund Administrator shall place any disputed amount of the preliminary amount paid by the Settling Distributors into the Settlement Fund Escrow and shall disburse any undisputed amount to each Settling State and its Participating AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 16 Subdivisions listed on Exhibit G within fifteen (15) calendar days of the Payment Date or at such later time as directed by each Settling State. 8. Disputes described in this subsection shall be resolved in accordance with the terms of Section VI.F. 9. For the avoidance of doubt, no Subdivision not listed on Exhibit G shall receive an allocation from the Subdivision Fund and no provision of this Agreement shall be interpreted to create such an entitlement. C. Procedure for Annual Payment in Payment Years 1 and 2. The process described in Section IV.B shall not apply to Payment Years 1 and 2. The procedure in lieu of Section IV.B.1 for Payment Years 1 and 2 is as set forth below: 1. The Payment Date for Payment Year 1 is September 30, 2021. Provided that the condition set forth in Section II.B has been satisfied, on or before such date, the Settling Distributors shall pay into the Settlement Fund Escrow the total amount of the base payment, Incentive Payment A for the Settling States (the amount specified in Exhibit M for Payment Year 1 reduced by the allocable share of any Non-Settling States), and the Settling Distributors’ allocable share of the amount of any Settlement Fund Administrator costs and fees that exceed the available interest accrued in the Settlement Fund pursuant to Section V.C.5. In the event that, in accordance with the terms of Section VIII.A, the Settling Distributors determine not to proceed with the Settlement, or the Settlement does not become effective for any other reason, the funds held in the Settlement Fund Escrow shall immediately revert to the Settling Distributors. If the condition set forth in Section VIII.A is met, the Settlement Fund Administrator shall allocate the Annual Payment, after subtracting the portion of Settlement Fund Administrator costs and fees owed out of funds from the Settlement Fund pursuant to Section V.C.5, pursuant to Section V.C and Section V.D among the Settling States and their Participating Subdivisions listed on Exhibit G. The portion of any Settlement Fund Administrator costs and fees owed out of funds from the Settlement Fund pursuant to Section V.C.5 shall be available to the Settlement Fund Administrator for the payment of such costs and fees immediately. The remainder of the Annual Payment for Payment Year 1 shall be transferred by the Settlement Fund Administrator on the Effective Date from the Settlement Fund Escrow to the Settlement Fund and then to each Settling State and to its Initial Participating Subdivisions included on Exhibit G; provided, however, that for any Settling State where the Consent Judgment has not been entered as of the Effective Date, the funds allocable to that Settling State and its Participating Subdivisions included on Exhibit G shall not be transferred from the Settlement Fund Escrow or disbursed until ten (10) calendar days after the entry of the Consent Judgment in that State; and, provided, further, the Settlement Fund Administrator shall leave in the Settlement Fund Escrow funds allocated to Subdivisions included on Exhibit G that are not Initial Participating Subdivisions. Should such a Subdivision become a Participating Subdivision between the Initial Participation Date and the Effective Date, the allocation for such Participating Subdivision shall be transferred to the Settlement Fund and paid to the Participating Subdivision at the same time as Initial Participating Subdivisions in that State are paid. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 17 2. The Payment Date for Payment Year 2 is July 15, 2022. On or before such date, the Settling Distributors shall pay into the Settlement Fund the total amount of the base payment, Incentive Payment A for the Settling States (the amount specified in Exhibit M for Payment Year 2 reduced by the allocable share of any Non-Settling States), and the Settling Distributors’ allocable share of the amount of any Settlement Fund Administrator costs and fees that exceed the available interest accrued in the Settlement Fund pursuant to Section V.C.5. The portion of any Settlement Fund Administrator costs and fees owed out of funds from the Settlement Fund pursuant to Section V.C.5 shall be available to the Settlement Fund Administrator for the payment of such costs and fees immediately. The Settlement Fund Administrator shall disburse the remaining amounts to each Settling State and to its Participating Subdivisions included on Exhibit G within fifteen (15) calendar days of the Payment Date or at such later time as directed by each Settling State. If a Settling State enacts a legislative Bar after the Initial Participation Date, but before July 15, 2022, a Subdivision that meets the requirements for becoming a Participating Subdivision under Section VII prior to July 15, 2022 (but was not an Initial Participating Subdivision) shall be eligible to receive its allocated share (if any) for Payment Year 2, and it shall also receive any amounts allocated to it for Payment Year 1 from the Settlement Fund Escrow. 3. Any amounts remaining in the Settlement Fund Escrow for allocations to Subdivisions listed on Exhibit G that have not become Participating Subdivisions after all payments for Payment Year 2 are disbursed shall be transferred to the Settlement Fund and disbursed to the appropriate sub-funds in each Settling State pursuant to Section V.D.5. 4. Any disputes as to the allocation of the Annual Payments in Payment Years 1 and 2 shall be resolved pursuant to the process set forth in Section IV.B.3 through Section IV.B.8, except that in Payment Year 1, the Settlement Fund Administrator shall have until ten (10) calendar days after the Initial Participation Date to give notice of the amount to be received by each Settling State, the amount to be received by the separate types of funds for each Settling State (if applicable), and the amount to be received by each Initial Participating Subdivision in the Settling States that is listed on Exhibit G. D. Payment Date for Subsequent Payment Years. The Payment Date for Payment Year 3 and successive Payment Years is July 15 of the third and successive years and the Annual Payment shall be made pursuant to the process set forth in Section IV.B, except that, with respect to Payment Year 3, Settling States shall have up to the Payment Date to become eligible for Incentive Payment A and thus avoid the reductions set forth in Section XIII. If a Settling State enacts a Bar less than sixty (60) calendar days before the Payment Date for Payment Year 3, each Settling Distributor shall pay, within thirty (30) calendar days of the Payment Year 3 Payment Date, its allocable share, pursuant to Section IV.I, of the difference between the Annual Payment as calculated by the Settlement Fund Administrator and the amount that would have been owed had the Settlement Fund Administrator taken the Bar into account. E. Base Payments. Subject to the suspension, reduction, and offset provisions set forth in Section XII and Section XIII, the Settling Distributors shall collectively make base AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 18 payments equal to fifty-five percent (55%) of the Net Abatement Amount multiplied by the aggregate Overall Allocation Percentage of the Settling States. These payments will be due in installments consistent with Exhibit M over the eighteen (18) Payment Years and as adjusted by the Settlement Fund Administrator pursuant to the provisions in Section IV, Section XII, and Section XIII. F. Incentive Payments. Subject to the suspension, offset, and reduction provisions set forth in Section XII and Section XIII, the Settling Distributors shall collectively make potential additional incentive payments totaling up to a maximum of forty-five percent (45%) of the Net Abatement Amount multiplied by the aggregate Overall Allocation Percentage of the Settling States, with the actual amount depending on whether and the extent to which the criteria set forth below are met in each Settling State. The incentive payments shall be divided among four (4) categories, referred to as Incentive Payments A-D. Incentive Payments A-C will be due in installments over the eighteen (18) Payment Years, and Incentive Payment D will be due in installments over thirteen (13) years beginning with Payment Year 6. The total amount of incentive payments in an Annual Payment shall be the sum of the incentive payments for which individual Settling States are eligible for that Payment Year under the criteria set forth below. The incentive payments shall be made with respect to a specific Settling State based on its eligibility for that year under the criteria set forth below. 1. Incentive Payment A. Incentive Payment A shall be equal to forty percent (40%) of the Net Abatement Amount multiplied by the aggregate Overall Allocation Percentage of the Settling States, provided all Settling States satisfy the requirements of Incentive Payment A. Incentive Payment A will be due to a Settling State as part of the Annual Payment in each of the eighteen (18) Payment Years that a Settling State is eligible for Incentive Payment A and shall equal a total potential maximum of $7,421,605,477 if all States are eligible for all eighteen (18) Payment Years. Each Settling State’s share of Incentive Payment A in a given year, provided that Settling State is eligible, shall equal the total maximum amount available for Incentive Payment A for that year as reflected in Exhibit M times the Settling State’s Overall Allocation Percentage. Eligibility for Incentive Payment A is as follows: a. For the Payment Years 1 and 2, all Settling States are deemed eligible for Incentive Payment A. b. For each Payment Year other than Payment Years 1 and 2, a Settling State is eligible for Incentive Payment A if, as of sixty (60) calendar days prior to the Payment Date (except that in Payment Year 3, this date is as of the Payment Date), (i) there is a Bar in that State in full force and effect, (ii) there is a Settlement Class Resolution in that State in full force and effect, (iii) the Released Claims of all of the following entities are released through the execution of Subdivision Settlement Participation Forms, or there is a Case-Specific Resolution against such entities: all Primary Subdivisions, Litigating Subdivisions, School Districts with a K-12 student enrollment of at least 25,000 or .10% of a State’s population, whichever is greater, and Health Districts and Hospital Districts that have at least one hundred twenty-five (125) hospital beds in one or more hospitals rendering services in that district; or (iv) a combination of AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 19 the actions in clauses (i)-(iii) has achieved the same level of resolution of Claims by Subdivisions (e.g., a Bar against future litigation combined with full joinder by Litigating Subdivisions). For the avoidance of doubt, subsection (iv) cannot be satisfied unless all Litigating Subdivisions are Participating Subdivisions or there is a Case-Specific Resolution against any such Subdivisions that are not Participating Subdivisions. The Settling Distributors and the Enforcement Committee shall meet and confer in order to agree on data sources for purposes of this Section prior to the Preliminary Agreement Date. c. Notwithstanding Section IV.F.1.b, for each Payment Year other than Payment Years 1 and 2, a Settling State that is not eligible for Incentive Payment A as of the Incentive Payment Final Eligibility Date shall not be eligible for Incentive Payment A for that Payment Year or any subsequent Payment Years. d. If the Settling Distributors made a payment under Incentive Payment A solely on the basis of a Bar or Settlement Class Resolution in a Settling State and that Bar or Settlement Class Resolution is subsequently removed, revoked, rescinded, reversed, overruled, interpreted in a manner to limit the scope of the release, or otherwise deprived of force or effect in any material respect, that Settling State shall not be eligible for Incentive Payment A thereafter, unless the State requalifies for Incentive Payment A through any method pursuant to Section IV.F.1.b, in which case the Settling State shall be eligible for Incentive Payment A less any litigation fees and costs incurred by Settling Distributor in the interim, except that, if the re-imposition occurs after the completion of opening statements in a trial involving a Released Claim, the Settling State shall not be eligible for Incentive Payment A (unless this exception is waived by the Settling Distributors). e. In determining the amount of Incentive Payment A that Settling Distributors will pay in a Payment Year and each Settling State’s share, if any, of Incentive Payment A for that Payment Year, the Settlement Fund Administrator shall: (i) identify all Settling States that are eligible for Incentive Payment A; (ii) multiply the Overall Allocation Percentage for each such eligible Settling State by the maximum amount that Settling Distributors could owe with respect to Incentive Payment A for that Payment Year as listed on Exhibit M. The amount calculated in (ii) shall be the amount allocated to a Settling State eligible for Incentive Payment A for that Payment Year and the aggregate of each such amount for Settling States eligible for Incentive Payment A shall be the amount of Incentive Payment A Settling Distributors are obligated to pay in that Payment Year, all such amounts subject to the suspension, offset, and reduction provisions in Section XII and Section XIII. 2. Incentive Payment B. Incentive Payment B shall be available to Settling States that are not eligible for Incentive Payment A for the applicable Payment Year. Incentive Payment B shall be equal to up to twenty-five percent (25%) of the Net Abatement Amount multiplied by the aggregate Overall Allocation Percentage of the AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 20 Settling States. Incentive Payment B will be due to a Settling State as part of the Annual Payment in each of the eighteen (18) Payment Years that a Settling State is eligible for Incentive Payment B and equal a total potential maximum of $4,638,503,423 if all States are eligible for all eighteen (18) Payment Years. Each Settling State’s maximum share of Incentive Payment B in a given year shall equal the total maximum amount available for Incentive Payment B for that year as reflected in Exhibit M times the Settling State’s Overall Allocation Percentage. Eligibility for Incentive Payment B is as follows: a. A Settling State is not eligible for Incentive Payment B for a Payment Year for which it is eligible for Incentive Payment A. b. Subject to Section IV.F.2.a, the amount of Incentive Payment B for which a Settling State is eligible in a Payment Year shall be a percentage of that State’s maximum share of Incentive Payment B based on the extent to which (A) Litigating Subdivisions in the State are Participating Subdivisions or (B) there is a Case-Specific Resolution against Litigating Subdivisions in the State, collectively, “Incentive B Eligible Subdivisions.” The percentage of the State’s maximum share of Incentive Payment B that the State is eligible for in a Payment Year shall be determined according to the table below: Percentage of Litigating Subdivision Population that is Incentive B Eligible Subdivision Population5 Incentive Payment B Eligibility Percentage Up to 85% 0% 85%+ 30% 86+ 40% 91+ 50% 95+ 60% 99%+ 95% 100% 100% 5 The “Percentage of Litigating Subdivision Population that is Incentive B Eligible Subdivision Population” shall be determined by the aggregate population of the Settling State’s Litigating Subdivisions that are Incentive B Eligible Subdivisions divided by the aggregate population of the Settling State’s Litigating Subdivisions. In calculating the Settling State’s population that resides in Litigating Subdivisions, (a) the population of the Settling State’s Litigating Subdivisions shall be the sum of the population of all Litigating Subdivisions in the Settling State, notwithstanding that persons may be included within the population of more than one Litigating Subdivision, and (b) the population that resides in Incentive B Eligible Subdivisions shall be the sum of the population of the Incentive B Eligible Subdivisions, notwithstanding that persons may be included within the population of more than one Incentive B Eligible Subdivision. An individual Litigating Subdivision shall not be included more than once in the numerator, and shall not be included more than once in the denominator, of the calculation regardless if it (or any of its officials) is named as multiple plaintiffs in the same lawsuit; provided, however, that for the avoidance of doubt, no Litigating Subdivision will be excluded from the numerator or denominator under this sentence unless a Litigating Subdivision otherwise counted in the denominator has the authority to release the Claims (consistent with Section XI) of the Litigating Subdivision to be excluded. For the avoidance of doubt, a Settling State in which the population that resides in Incentive B Eligible Subdivisions is less than eighty-five percent (85%) of the population of Litigating Subdivisions shall not be eligible for any portion of Incentive Payment B. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 21 c. In determining the amount that Settling Distributors will pay in a Payment Year under Incentive Payment B and each Settling State’s share of Incentive Payment B for that Payment Year, the Settlement Fund Administrator shall: (i) identify all States that are eligible for Incentive Payment B because they are ineligible for Incentive Payment A; (ii) determine the Incentive Payment B eligibility percentage for each such Settling State; (iii) multiply the Incentive Payment B eligibility percentage for each such State by the Overall Allocation Percentage of that State; (iv) multiply the product from (iii) by the maximum amount that Settling Distributors could owe under Incentive Payment B for that Payment Year from Exhibit M. The amount calculated in (iv) shall be the amount allocated to a Settling State eligible for Incentive Payment B for that Payment Year, and the aggregate of such amounts for Settling States eligible for Incentive Payment B shall be the amount paid for that Payment Year by Settling Distributors with respect to Incentive Payment B, all such amounts subject to the suspension, offset, and reduction provisions in Section XII and Section XIII. If there are no Litigating Subdivisions in a Settling State, and that Settling State is otherwise eligible for Incentive Payment B, that Settling State will receive its full allocable share of Incentive Payment B. d. A Settling State’s eligibility for Incentive Payment B for a Payment Year shall be determined as of sixty (60) calendar days prior to the Payment Date for that Payment Year; provided that the percentage of Incentive Payment B for which a Settling State is eligible as of the Incentive Payment Final Eligibility Date shall cap its eligibility for that Payment Year and all subsequent Payment Years. 3. Incentive Payment C. Incentive Payment C shall be available to Settling States that are not eligible for Incentive Payment A for a Payment Year, including to Settling States that are also eligible for Incentive Payment B. Incentive Payment C shall be equal to up to fifteen percent (15%) of the Net Abatement Amount multiplied by the aggregate Overall Allocation Percentage of the Settling States. Incentive Payment C will be due to a Settling State as part of the Annual Payment in each of the eighteen (18) Payment Years that a Settling State is eligible for Incentive Payment C and equal a total potential maximum of $2,783,102,054 if all States are eligible for all eighteen (18) Payment Years. Each Settling State’s maximum share of Incentive Payment C in a given year shall equal the total maximum amount available for Incentive Payment C for that year as reflected in Exhibit M multiplied by the Settling State’s Overall Allocation Percentage. Eligibility for Incentive Payment C is as follows: a. A Settling State is not eligible for Incentive Payment C for a Payment Year in which it is eligible for Incentive Payment A. b. Subject to Section IV.F.3.a, the amount of Incentive Payment C for which a Settling State is eligible in a Payment Year shall be a percentage of the State’s maximum share of Incentive Payment C based on the extent to which (A) Non-Litigating Subdivisions that are Primary Subdivisions with a population AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 22 over 30,000 and Litigating Subdivisions in the State are Participating Subdivisions or (B) there is a Case-Specific Resolution against Non-Litigating Subdivisions that are Primary Subdivisions with a population over 30,000 and Litigating Subdivisions in the State, collectively, “Incentive C Eligible Subdivisions.” The percentage of the State’s maximum share of Incentive Payment C that the State is eligible for in a Payment Year shall be determined according to the table below: Percentage of Relevant Subdivision Population that is Incentive C Eligible Population6 Incentive Payment C Eligibility Percentage Up to 60% 0% 60%+ 25% 70%+ 35% 75%+ 40% 80%+ 45% 85%+ 55% 90%+ 60% 93%+ 65% 94%+ 75% 95+ 90% 98+ 95% 100% 100% c. In determining the amount that Settling Distributors will pay in a Payment Year under Incentive Payment C and each Settling State’s share of Incentive Payment C for that Payment Year, the Settlement Fund Administrator shall: (i) identify all States that are eligible for Incentive Payment C because they are ineligible for Incentive Payment A; (ii) determine the Incentive Payment C eligibility percentage for each such Settling State; (iii) multiply the Incentive Payment C eligibility percentage for each such State by the Overall Allocation Percentage of that State; (iv) multiply the product from (iii) by the maximum 6 The “Percentage of Relevant Subdivision Population that is Incentive C Eligible Population” shall be determined by the aggregate population of the Settling State’s Incentive C Eligible Subdivisions divided by the aggregate population of the Settling State’s Non-Litigating Primary Subdivisions with a population over 30,000 and Litigating Subdivisions (“Incentive Payment C Subdivisions”). None of the population figures shall include Prior Litigating Subdivisions. In calculating the Settling State’s population that resides in Incentive Payment C Subdivisions, (a) the population shall be the sum of the population of all Incentive Payment C Subdivisions in the Settling State, notwithstanding that persons may be included within the population of more than one Incentive Payment C Subdivision, and (b) the population that resides in Incentive C Eligible Subdivisions shall be the sum of the population of the Incentive C Eligible Subdivisions, notwithstanding that persons may be included within the population of more than one Incentive C Eligible Subdivision. An individual Incentive Payment C Subdivision shall not be included more than once in the numerator, and shall not be included more than once in the denominator, of the calculation regardless if it (or any of its officials) is named as multiple plaintiffs in the same lawsuit. For the avoidance of doubt, a Settling State in which the population that resides in Incentive C Eligible Subdivisions is less than sixty percent (60%) of the population of Incentive Payment C Subdivisions shall not be eligible for any portion of Incentive Payment C. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 23 amount that Settling Distributors could owe under Incentive Payment C for that Payment Year from Exhibit M. The amount calculated in (iv) shall be the amount allocated to a Settling State eligible for Incentive Payment C for that Payment Year and the aggregate of such amounts for Settling States eligible for Incentive Payment C shall be the amount paid for that Payment Year by Settling Distributors with respect to Incentive Payment C, all such amounts subject to the suspension, offset, and reduction provisions in Section XII and Section XIII. If there are no Litigating Subdivisions or Non-Litigating Subdivisions that are Primary Subdivisions with a population of more than 30,000 in a Settling State, and that Settling State is otherwise eligible for Incentive Payment C, that Settling State will receive its full allocable share of Incentive Payment C. d. A Settling State’s eligibility for Incentive Payment C for a Payment Year shall be determined as of sixty (60) calendar days prior to the Payment Date for that Payment Year; provided that the percentage of Incentive Payment C for which a Settling State is eligible as of the Incentive Payment Final Eligibility Date shall cap its eligibility for that Payment Year and all subsequent Payment Years. 4. Incentive Payment D. Incentive Payment D shall be applied at Payment Year 6. Incentive Payment D shall be equal to five percent (5%) of the Net Abatement Amount multiplied by the aggregate Overall Allocation Percentage of the Settling States. Incentive Payment D will be due to a Settling State as part of the Annual Payment for each of thirteen (13) Payment Years (from Payment Year 6 to Payment Year 18) that any Settling State is eligible for Incentive Payment D and equal a total potential maximum of $927,700,685 if all States are eligible for all thirteen (13) Payment Years. Each Settling State’s share of Incentive Payment D in a given year shall equal the total maximum amount available for Incentive Payment D for that year as reflected in Exhibit M times the Settling State’s Overall Allocation Percentage. Eligibility for Incentive Payment D is as follows: a. A Settling State is eligible for Incentive Payment D if there has been no Later Litigating Subdivision in that State that has had a Claim against a Released Entity survive more than six (6) months after denial in whole or in part of a Threshold Motion. b. A Settling State’s eligibility for Incentive Payment D shall be determined as of sixty (60) calendar days prior to the Payment Date. If a Later Litigating Subdivision’s lawsuit in that State survives more than six (6) months after denial in whole or in part of a Threshold Motion after that date, that State shall not be eligible for Incentive Payment D for the Payment Year in which that occurs and any subsequent Payment Year. c. Notwithstanding Section IV.F.4, a Settling State can become re- eligible for Incentive Payment D if the lawsuit that survived a Threshold Motion is dismissed pursuant to a later motion on grounds included in the Threshold Motion, in which case the Settling State shall be eligible for Incentive Payment D AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 24 less any litigation fees and costs incurred by Settling Distributor in the interim, except that if the dismissal motion occurs after the completion of opening statements in such action, the Settling State shall not be eligible for Incentive Payment D. d. For the avoidance of doubt, a Settling State may be eligible for Incentive Payment D whether or not it is eligible for Incentive Payments A-C. e. In determining the amount of Incentive Payment D that Settling Distributors will pay in a Payment Year and each Settling State’s share, if any, of Incentive Payment D for that Payment Year, the Settlement Fund Administrator shall: (i) identify all Settling States that are eligible for Incentive Payment D; (ii) multiply the Overall Allocation Percentage for each such eligible Settling State by the maximum amount that Settling Distributors could owe with respect to Incentive Payment D for that Payment Year listed on Exhibit M; and (iii) subtract any litigation fees and costs allowed to be deducted pursuant to Section IV.F.4.c. The amount calculated in (iii) shall be the amount allocated to a Settling State eligible for Incentive Payment D for that Payment Year and the aggregate of each such amount for Settling States eligible for Incentive Payment D shall be the amount of Incentive Payment D Settling Distributors are obligated to pay in that Payment Year, all such amounts subject to the suspension, reduction, and offset provisions in Section XII and Section XIII. G. Reductions/Offsets. The base and incentive payments are subject to suspension, offset, and reduction as provided in Section XII and Section XIII. H. State-Specific Agreements. Notwithstanding any other provision of this Agreement or any other agreement, in the event that: (1) the Settling Distributors enter into an agreement with any Settling State that resolves with finality such Settling State’s Claims consistent with Section XI of this Agreement and such agreement has an effective date prior to the Effective Date of this Agreement (such agreement, a “State-Specific Agreement”) and (2) pursuant to the terms of the State-Specific Agreement, any payments, or any portion thereof, made by the Settling Distributors thereunder are made in lieu of any payments (for the avoidance of doubt, including the Additional Restitution Amount), or any portion thereof, to be made under this Agreement and the Settling Distributors make such a payment pursuant to the State-Specific Agreement, then the Settling Distributors will reduce any payments allocable to such Settling State (whether made to the Settlement Fund Escrow or the Settlement Fund) made pursuant to this Agreement to the extent such amount was already paid pursuant to the terms of the State- Specific Agreement. I. Allocation of Payments among Settling Distributors. Payments due from the Settling Distributors under this Section IV, Section IX, and Section X will be allocated among the Settling Distributors as follows: McKesson – 38.1%; Amerisource – 31.0%; Cardinal – 30.9%. A Settling Distributor’s sole responsibility for payments under this Agreement shall be to make its share of each payment. The obligations of the Settling Distributors in this Agreement are several and not joint. No Settling Distributor shall be responsible for any portion of another Settling Distributor’s share. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 25 J. Pre-payment Option. 1. Any Settling Distributor shall have the right, subject to the limitations set forth in Section IV.J.3, to prepay any base payment or incentive payment in whole or in part, without premium or penalty (a “Settlement Prepayment”) by providing at least fourteen (14) calendar days prior written notice to the Settlement Fund Administrator and Enforcement Committee (a “Prepayment Notice”). Any Prepayment Notice shall specify: (a) the gross amount of the Settlement Prepayment (the “Gross Settlement Amount”), (b) the manner in which such Settlement Prepayment shall be applied to reduce such Settling Distributor’s future share of Annual Payments (i.e., to which future year(s) the allocable portion of an Annual Payment owed by such Settling Distributor the Settlement Prepayment should be applied) (such manner of application, a “Settlement Prepayment Reduction Schedule”), (c) the net present value of the Settlement Prepayment as of the Prepayment Date based on the Settlement Prepayment Reduction Schedule using a discount rate equal to the prime rate as published by the Wall Street Journal on the date of the Prepayment Notice plus 1.75% (such net present value amount, the “Net Settlement Prepayment Amount”), and (d) the date on which the prepayment will be made, which shall be no more than fifteen (15) calendar days after the date of the Prepayment Notice (the “Prepayment Date”). 2. On the Prepayment Date the Settling Distributor shall pay the Net Settlement Prepayment Amount to the Settlement Fund and such amount shall be used only as specified in Section V. Following such payment, all future portions of the Annual Payments allocated to the applicable Settling Distributor under Section IV.E and Section IV.F shall be reduced pursuant to the Settlement Prepayment Reduction Schedule, and the Exhibit M will be updated to give effect to such reduction, and going forward such updated schedule will be Exhibit M. 3. A Settling Distributor’s right to make prepayments shall be subject to the following limitations: a. Prepayments may apply to base payments or to both base and incentive payments. If the prepayment applies to both base and incentive payments, the prepayments will apply proportionately across base and incentive payments. b. A Settling Distributor shall make no more than three (3) prepayments over the eighteen (18) year payment term. A Settling Distributor shall not make more than one (1) prepayment in a five (5) year period and there shall not be prepayments made in the first two (2) Payment Years. c. Prepayments shall only be applied to one (1) or more of the three (3) Payment Years following the prepayment. d. The total amount of a prepayment of base payments after discounting calculations shall not be larger than the base payment for the Payment Year with the lowest Annual Payment amount affected by the prepayment. The AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 26 total amount of a prepayment for both base payments and incentive payments shall not be larger than the base payment and anticipated incentive payment for the lowest Payment Year affected by the prepayment. The “anticipated incentive payment” for a future Payment Year shall reflect the incentives earned by each Settling State as of the time of the prepayment and any offsets or adjustments known at that time. e. In a Payment Year against which there has been a prepayment, if the amount a Settling State is calculated to receive is greater than the amount prepaid prior to discounting calculations, the Settling Distributor shall pay the difference. If, in a Payment Year for which there has been a prepayment, the amount that a Settling State is calculated to receive is less than the amount calculated at the time of the prepayment, there shall be a credit for the difference to the Settling Distributor to be applied in the subsequent Payment Year(s), if any. f. Prepayments shall be applied proportionately to all Settling States. 4. The Settling States may agree to a prepayment that does not apply these restrictions. Such a prepayment would need approval of Settling States representing at least ninety-five percent (95%) allocable share as measured by the allocations in Exhibit F; provided, however, that this provision does not limit or restrict any Settling State from negotiating its own prepayment with a Settling Distributor. 5. For illustrative purposes only, attached as Exhibit Q are examples showing a Settlement Prepayment, the related calculation of the Net Settlement Prepayment Amount, and the related adjustment to the Settlement Payment Schedule. K. Significant Financial Constraint. 1. A Settling Distributor’s allocable share of the Annual Payment for a Payment Year may, at the election of such Settling Distributor, be deferred either (a) up to the amount by which that share plus such Settling Distributor’s share of amounts payable under Section IX and Section X would exceed twenty percent (20%) of such Settling Distributor’s total operating cash flow (as determined pursuant to United States generally accepted accounting principles) for its fiscal year that concluded most recently prior to the due date for that payment or (b) (i) up to twenty-five percent (25%) if, as of thirty (30) calendar days preceding that payment date, the company’s credit rating from one or more of the three nationally recognized rating agencies is below BBB or Baa2 or (ii) up to one hundred percent (100%) if, as of thirty (30) calendar days preceding that payment date, the company’s credit rating from one or more of the three nationally recognized rating agencies is below BBB- or Baa3. If the reason for exceeding twenty percent (20%) of a Settling Distributor’s total operating cash flow or the decrease in credit rating is substantially attributable to the incurrence of debt to fund post-settlement acquisitions or to the payment of dividends and/or share repurchases that together are of an amount that exceeds the total amount of those two items for the prior fiscal year, no deferral is available. A Settling Distributor shall not be allowed to defer payment for a AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 27 Payment Year if that Settling Distributor engaged in any share repurchases in the three fiscal quarters prior to the Payment Date for that Payment Year. 2. If a Settling Distributor has reason to believe that it will not be able to pay some or all of its allocable share of the Annual Payment for a Payment Year, it shall provide at least ninety (90) calendar days’ prior written notice to the Settlement Fund Administrator and Enforcement Committee (a “Deferred Payment Notice”). Any Deferred Payment Notice shall specify and include: (a) the gross amount of the payments owed (including the estimated allocable portion of the Annual Payment, and amounts owed under Section IX and Section X, by the relevant Settling Distributor), (b) the amount that the Settling Distributor believes it will be unable to pay, (c) the accounting and audited financial documents upon which the Settling Distributor relied for making this determination, and (d) any other relevant information for the Enforcement Committee to consider. 3. A Settling Distributor shall not utilize this provision during the first three (3) Payment Years. If a Settling Distributor defers some or all of the payments due in a Payment Year pursuant to this Section IV.K, it shall not repurchase any shares, or fund new acquisitions with an acquisition price greater than $250 million, during the deferral period until the deferred amount is fully repaid with interest. Any amounts deferred shall bear interest at an interest rate equal to the prime rate as published by the Wall Street Journal on the date of the Deferral Payment Notice plus 0.5%. 4. The Settling Distributor shall pay all deferred amounts, including applicable interest on the next Payment Date. If the amounts previously deferred (including interest) together with the Settling Distributor’s share of all payments due for a Payment Year would allow for a deferral under Section IV.K.1, the Settling Distributor shall pay as much of the previously deferred amounts (including interest) as it can pay without triggering the ability to defer payment and may defer the remainder as permitted under (and subject to the restrictions of) this Section IV.K. 5. Deferrals will apply proportionally across base payments and incentive payments. For the avoidance of doubt, this Section IV.K applies fully to Payment Years after the first three (3) Payment Years, including the base payments and all incentive payments due pursuant to this Agreement during the Payment Year at issue. 6. If a Settling Distributor could pay a portion of its allocable share of the Annual Payments due pursuant to this Agreement during a Payment Year without triggering this Section IV.K, the Settling Distributor shall be required to pay that portion as scheduled and only the excess would be subject to deferral at the election of the Settling Distributor (in whole or in part) as provided herein. 7. The Settling Distributor shall pay any deferred amounts, including applicable interest on or before the date on which the payment is due for Payment Year 18. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 28 V. Allocation and Use of Settlement Payments A. Components of Settlement Fund. The Settlement Fund shall be comprised of an Abatement Accounts Fund, a State Fund, and a Subdivision Fund for each Settling State. The payments made under Section IV into the Settlement Fund shall be initially allocated among those three (3) sub-funds and distributed and used as provided below. Payments placed into the Settlement Fund do not revert back to the Settling Distributors. B. Use of Settlement Payments. 1. It is the intent of the Parties that the payments disbursed from the Settlement Fund to Settling States and Participating Subdivisions be for Opioid Remediation, subject to exceptions that must be documented in accordance with Section V.B.2. In no event may less than eighty-five percent (85%) of the Settling Distributors’ maximum amount of payments pursuant to Section IV, Section IX, and Section X as set forth on Exhibit M over the entirety of all Payments Years (but not any single Payment Year) be spent on Opioid Remediation. 2. While disfavored by the Parties, a Settling State or a Participating Subdivision set forth on Exhibit G may use monies from the Settlement Fund (that have not been restricted by this Agreement solely to future Opioid Remediation) for purposes that do not qualify as Opioid Remediation. If, at any time, a Settling State or a Participating Subdivision set forth on Exhibit G uses any monies from the Settlement Fund for a purpose that does not qualify as Opioid Remediation, such Settling State or Participating Subdivision set forth on Exhibit G shall identify such amounts and report to the Settlement Fund Administrator and the Settling Distributors how such funds were used, including if used to pay attorneys’ fees, investigation costs, litigation costs, or costs related to the operation and enforcement of this Agreement, respectively. It is the intent of the Parties that the reporting under this Section V.B.2 shall be available to the public. For the avoidance of doubt, (a) any amounts not identified under this Section V.B.2 as used to pay attorneys’ fees, investigation costs, or litigation costs shall be included in the “Compensatory Restitution Amount” for purposes of Section VI.F and (b) Participating Subdivisions not listed on Exhibit G may only use monies from the Settlement Fund for purposes that qualify as Opioid Remediation. C. Allocation of Settlement Fund. The allocation of the Settlement Fund allows for different approaches to be taken in different states, such as through a State-Subdivision Agreement. Given the uniqueness of States and their Subdivisions, Settling States and their Subdivisions are encouraged to enter into State- Subdivision Agreements in order to direct the allocation of their portion of the Settlement Fund. As set out below, the Settlement Fund Administrator will make an initial allocation to three (3) state-level sub-funds. The Settlement Fund Administrator will then, for each Settling State and its Participating Subdivisions, apply the terms of this Agreement and any relevant State- Subdivision Agreement, Statutory Trust, Allocation Statute, or voluntary redistribution of funds as set out below before disbursing the funds. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 29 1. Base Payments. The Settlement Fund Administrator will allocate base payments under Section IV.D among the Settling States in proportion to their respective Overall Allocation Percentages. Base payments for each Settling State will then be allocated fifteen percent (15%) to its State Fund, seventy percent (70%) to its Abatement Accounts Fund, and fifteen percent (15%) to its Subdivision Fund. Amounts may be reallocated and will be distributed as provided in Section V.D. 2. Incentive Payments. The Settlement Fund Administrator will treat incentive payments under Section IV.F on a State-specific basis. Incentive payments for which a Settling State is eligible under Section IV.F will be allocated fifteen percent (15%) to its State Fund, seventy percent (70%) to its Abatement Accounts Fund, and fifteen percent (15%) to its Subdivision Fund. Amounts may be reallocated and will be distributed as provided in Section V.D. 3. Application of Adjustments. If a suspension, offset, or reduction under Section XII or Section XIII applies with respect to a Settling State, the suspension, offset, or reduction shall be applied proportionally to all amounts that would otherwise be apportioned and distributed to the State Fund, the Abatement Accounts Fund, and the Subdivision Fund for that State. 4. Settlement Fund Administrator. Prior to the Initial Participation Date, the Settling Distributors and the Enforcement Committee will agree to a detailed mechanism consistent with the foregoing for the Settlement Fund Administrator to follow in allocating, apportioning, and distributing payments, which shall then be appended hereto as Exhibit L. 5. Settlement Fund Administrator Costs. Any costs and fees associated with or arising out of the duties of the Settlement Fund Administrator as described in Exhibit L shall be paid from the interest accrued in the Settlement Fund Escrow and the Settlement Fund; provided, however, that if such accrued interest is insufficient to pay the entirety of any such costs and fees, Settling Distributors shall pay fifty percent (50%) of the additional amount and fifty percent (50%) shall be paid out of the Settlement Fund. D. Settlement Fund Reallocation and Distribution. As set forth below, within a particular Settling State’s account, amounts contained in the Settlement Fund sub-funds may be reallocated and distributed per a State-Subdivision Agreement or other means. If the apportionment of amounts is not addressed and controlled under Section V.D.1 and Section V.D.2, then the default provisions of Section V.D.4 apply. It is not necessary that a State-Subdivision Agreement or other means of allocating funds pursuant to Section V.D.1 and Section V.D.2 address all of the Settlement Fund sub-funds. For example, a Statutory Trust might only address disbursements from a Settling State’s Abatement Accounts Fund. 1. Distribution by State-Subdivision Agreement. If a Settling State has a State-Subdivision Agreement, amounts apportioned to that State’s State Fund, Abatement Accounts Fund, and Subdivision Fund under Section V.C shall be reallocated and AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 30 distributed as provided by that agreement. Any State-Subdivision Agreement entered into after the Preliminary Agreement Date shall be applied only if it requires: (a) that all amounts be used for Opioid Remediation, except as allowed by Section V.B.2, and (b) that at least seventy percent (70%) of amounts be used solely for future Opioid Remediation.7 For a State-Subdivision Agreement to be applied to the relevant portion of an Annual Payment, notice must be provided to the Settling Distributors and the Settlement Fund Administrator at least sixty (60) calendar days prior to the Payment Date. 2. Distribution by Allocation Statute. If a Settling State has an Allocation Statute and/or a Statutory Trust that addresses allocation or distribution of amounts apportioned to such State’s State Fund, Abatement Accounts Fund, and/or Subdivision Fund and that, to the extent any or all such sub-funds are addressed, requires (1) all amounts to be used for Opioid Remediation, except as allowed by Section V.B.2, and (2) at least seventy percent (70%) of all amounts to be used solely for future Opioid Remediation,8 then, to the extent allocation or distribution is addressed, the amounts apportioned to that State’s State Fund, Abatement Accounts Fund, and Subdivision Fund under Section V.C shall be allocated and distributed as addressed and provided by the applicable Allocation Statute or Statutory Trust. For the avoidance of doubt, an Allocation Statute or Statutory Trust need not address all three (3) sub-funds that comprise the Settlement Fund, and if the applicable Allocation Statute or Statutory Trust does not address distribution of all or some of these three (3) sub-funds, the applicable Allocation Statute or Statutory Trust does not replace the default provisions described in Section V.D.4 of any such unaddressed fund. For example, if an Allocation Statute or Statutory Trust that meets the requirements of this Section V.D.2 only addresses funds restricted to abatement, then the default provisions in this Agreement concerning allocation among the three (3) sub-funds comprising the Settlement Fund and the distribution of the State Fund and Subdivision Fund for that State would still apply, while the distribution of the applicable State’s Abatement Accounts Fund would be governed by the qualifying Allocation Statute or Statutory Trust. 3. Voluntary Redistribution. A Settling State may choose to reallocate all or a portion of its State Fund to its Abatement Accounts Fund. A Participating Subdivision included on Exhibit G may choose to reallocate all or a portion of its allocation from the Subdivision Fund to the State’s Abatement Accounts Fund or to another Participating Subdivision. For a voluntary redistribution to be applied to the relevant portion of an Annual Payment, notice must be provided to the Settling Distributors and the Settlement Fund Administrator at least sixty (60) calendar days prior to the Payment Date. 4. Distribution in the Absence of a State-Subdivision Agreement, Allocation Statute, or Statutory Trust. If Section V.D.1 and Section V.D.2 do not apply, amounts 7 Future Opioid Remediation includes amounts paid to satisfy any future demand by another governmental entity to make a required reimbursement in connection with the past care and treatment of a person related to the Alleged Harms. 8 Future Opioid Remediation includes amounts paid to satisfy any future demand by another governmental entity to make a required reimbursement in connection with the past care and treatment of a person related to the Alleged Harms. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 31 apportioned to that State’s State Fund, Abatement Accounts Fund, and Subdivision Fund under Section V.C shall be distributed as follows: a. Amounts apportioned to that State’s State Fund shall be distributed to that State. b. Amounts apportioned to that State’s Abatement Accounts Fund shall be distributed consistent with Section V.E. Each Settling State shall submit to the Settlement Fund Administrator a designation of a lead state agency or other entity to serve as the single point of contact for that Settling State’s funding requests from the Abatement Accounts Fund and other communications with the Settlement Fund Administrator. The designation of an individual entity is for administrative purposes only and such designation shall not limit funding to such entity or even require that such entity receive funds from this Agreement. The designated entity shall be the only entity authorized to request funds from the Settlement Fund Administrator to be disbursed from that Settling State’s Abatement Accounts Fund. If a Settling State has established a Statutory Trust then that Settling State’s single point of contact may direct the Settlement Fund Administrator to release the State’s Abatement Accounts Fund to the Statutory Trust. c. Amounts apportioned to that State’s Subdivision Fund shall be distributed to Participating Subdivisions in that State included on Exhibit G per the Subdivision Allocation Percentage listed in Exhibit G. Section VII.I shall govern amounts that would otherwise be distributed to Non-Participating Subdivisions listed in Exhibit G. For the avoidance of doubt and notwithstanding any other provision in this Agreement, no Non-Participating Subdivision will receive any amount from the Settlement Fund, regardless of whether such Subdivision is included on Exhibit G. d. Special Districts shall not be allocated funds from the Subdivision Fund, except through a voluntary redistribution allowed by Section V.D.3. A Settling State may allocate funds from its State Fund or Abatement Accounts Fund for Special Districts. 5. Restrictions on Distribution. No amounts may be distributed from the Subdivision Fund contrary to Section VII, i.e., no amounts may be distributed directly to Non-Participating Subdivisions or to Later Participating Subdivisions to the extent such a distribution would violate Section VII.E through Section VII.H. Amounts allocated to the Subdivision Fund that cannot be distributed by virtue of the preceding sentence shall be distributed into the sub-account in the Abatement Accounts Fund for the Settling State in which the Subdivision is located, unless those payments are redirected elsewhere by a State-Subdivision Agreement described in Section V.D.1 or by an Allocation Statute or a Statutory Trust described in Section V.D.2. E. Provisions Regarding the Abatement Accounts Fund. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 32 1. State-Subdivision Agreement, Allocation Statute, and Statutory Trust Fund Provisions. A State-Subdivision Agreement, Allocation Statute, or Statutory Trust may govern the operation and use of amounts in that State’s Abatement Accounts Fund so long as it complies with the requirements of Section V.D.1 or Section V.D.2, as applicable, and all direct payments to Subdivisions comply with Section VII.E through Section VII.H. 2. Absence of a State-Subdivision Agreement, Allocation Statute, or Statutory Trust. In the absence of a State-Subdivision Agreement, Allocation Statute, or Statutory Trust that addresses distribution, the Abatement Accounts Fund will be used solely for future Opioid Remediation9 and the following shall apply with respect to a Settling State: a. Regional Remediation. (i) At least fifty percent (50%) of distributions for remediation from a State’s Abatement Accounts Fund shall be annually allocated and tracked to the regional level. A Settling State may allow the Advisory Committee established pursuant to Section V.E.2.d to define its regions and assign regional allocations percentages. Otherwise, a Settling State shall (A) define its initial regions, which shall consist of one (1) or more General Purpose Subdivisions and which shall be designated by the state agency with primary responsibility for substance abuse disorder services employing, to the maximum extent practical, existing regions established in that State for opioid abuse treatment or other public health purposes; (B) assign initial regional allocation percentages to the regions based on the Subdivision Allocation Percentages in Exhibit G and an assumption that all Subdivisions included on Exhibit G will become Participating Subdivisions. (ii) This minimum regional expenditure percentage is calculated on the Settling State’s initial Abatement Accounts Fund allocation and does not include any additional amounts a Settling State has directed to its Abatement Accounts Fund from its State Fund, or any other amounts directed to the fund. A Settling State may dedicate more than fifty percent (50%) of its Abatement Accounts Fund to the regional expenditure and may annually adjust the percentage of its Abatement Accounts Fund dedicated to regional expenditures as long as the percentage remains above the minimum amount. (iii) The Settling State (A) has the authority to adjust the definition of the regions, and (B) may annually revise the percentages 9 Future Opioid Remediation includes amounts paid to satisfy any future demand by another governmental entity to make a required reimbursement in connection with the past care and treatment of a person related to the Alleged Harms. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 33 allocated to each region to reflect the number of General Purpose Subdivisions in each region that are Non-Participating Subdivisions. b. Subdivision Block Grants. Certain Subdivisions shall be eligible to receive regional allocation funds in the form of a block grant for future Opioid Remediation. A Participating Subdivision eligible for block grants is a county or parish (or in the case of States that do not have counties or parishes that function as political subdivisions, a city) that (1) does not contain a Litigating Subdivision or a Later Litigating Subdivision for which it has the authority to end the litigation through a release, bar or other action, (2) either (i) has a population of 400,000 or more or (ii) in the case of California has a population of 750,000 or more, and (3) has funded or otherwise managed an established health care or treatment infrastructure (e.g., health department or similar agency). Each Subdivision eligible to receive block grants shall be assigned its own region. c. Small States. Notwithstanding the provisions of Section V.E.2.a, Settling States with populations under four (4) million that do not have existing regions described in Section V.E.2.a shall not be required to establish regions. However, such a Settling State that contains one (1) or more Subdivisions eligible for block grants under Section V.E.2.c shall be divided regionally so that each block-grant eligible Subdivision is a region and the remainder of the state is a region. d. Advisory Committee. The Settling State shall designate an Opioid Settlement Remediation Advisory Committee (the “Advisory Committee”) to provide input and recommendations regarding remediation spending from that Settling State’s Abatement Accounts Fund. A Settling State may elect to use an existing advisory committee or similar entity (created outside of a State- Subdivision Agreement or Allocation Statute); provided, however, the Advisory Committee or similar entity shall meet the following requirements: (i) Written guidelines that establish the formation and composition of the Advisory Committee, terms of service for members, contingency for removal or resignation of members, a schedule of meetings, and any other administrative details; (ii) Composition that includes at least an equal number of local representatives as state representatives; (iii) A process for receiving input from Subdivisions and other communities regarding how the opioid crisis is affecting their communities, their abatement needs, and proposals for abatement strategies and responses; and (iv) A process by which Advisory Committee recommendations for expenditures for Opioid Remediation will be made to and considered by the appropriate state agencies. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 34 3. Abatement Accounts Fund Reporting. The Settlement Fund Administrator shall track and assist in the report of remediation disbursements as agreed to among the Settling Distributors and the Enforcement Committee. F. Nature of Payment. Each of the Settling Distributors, the Settling States, and the Participating Subdivisions acknowledges and agrees that notwithstanding anything to the contrary in this Agreement, including, but not limited to, the scope of the Released Claims: 1. It has entered into this Agreement to avoid the delay, expense, inconvenience, and uncertainty of further litigation; 2. (a) The Settling States and Participating Subdivisions sought compensatory restitution (within the meaning of 26 U.S.C. § 162(f)(2)(A)) as damages for the Alleged Harms allegedly suffered by the Settling States and Participating Subdivisions; (b) the Compensatory Restitution Amount is no greater than the amount, in the aggregate, of the Alleged Harms allegedly suffered by the Settling States and Participating Subdivisions; and (c) the portion of the Compensatory Restitution Amount received by each Settling State or Participating Subdivision is no greater than the amount of the Alleged Harms allegedly suffered by such Settling State or Participating Subdivision; 3. The payment of the Compensatory Restitution Amount by the Settling Distributors constitutes, and is paid for, compensatory restitution (within the meaning of 26 U.S.C. § 162(f)(2)(A)) for alleged damage or harm (as compensation for alleged damage or harm arising out of alleged bodily injury) allegedly caused by the Settling Distributors; 4. The Compensatory Restitution Amount is being paid as compensatory restitution (within the meaning of 26 U.S.C. § 162(f)(2)(A)) in order to restore, in whole or in part, the Settling States and Participating Subdivisions to the same position or condition that they would be in had the Settling States and Participating Subdivisions not suffered the Alleged Harms; and 5. For the avoidance of doubt: (a) no portion of the Compensatory Restitution Amount represents reimbursement to any Settling State or Participating Subdivision or other person or entity for the costs of any investigation or litigation, (b) the entire Compensatory Restitution Amount is properly characterized as described in Section V.F, and (c) no portion of the Compensatory Restitution Amount constitutes disgorgement or is properly characterized as the payment of statutory or other fines, penalties, punitive damages, or other punitive assessments. VI. Enforcement A. Enforceability. This Agreement is enforceable only by the Settling States and the Settling Distributors; provided, however, that Released Entities may enforce Section XI and Participating Subdivisions listed on Exhibit G have the enforcement rights described in Section VI.D. Except to the extent allowed by the Injunctive Relief Terms, Settling States and Participating Subdivisions shall not have enforcement rights with respect to either the terms of AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 35 this Agreement that apply only to or in other States or any Consent Judgment entered into by another Settling State. Participating Subdivisions shall not have enforcement rights against the Settling Distributors with respect to this Agreement or any Consent Judgment except that Participating Subdivisions listed on Exhibit G shall have enforcement rights as set forth herein as to payments that would be allocated to the Subdivision Fund or Abatement Accounts Fund pursuant to Section V; provided, however, that each Settling State shall allow Participating Subdivisions in such Settling State to notify it of any perceived violations of this Agreement or the applicable Consent Judgment. B. Jurisdiction. The Settling Distributors consent to the jurisdiction of the court in which each Settling State files its Consent Judgment, limited to resolution of disputes identified in Section VI.F.1 for resolution in that court. C. Specific Terms Dispute Resolution. 1. Any dispute that is addressed by the provisions set forth in the Injunctive Relief Terms shall be resolved as provided therein. 2. In the event that Settling Distributors believe that the eighty-five percent (85%) threshold established in Section V.B.1 is not being satisfied, any Party may request that the Settling Distributors and Enforcement Committee meet and confer regarding the use of funds to implement Section V.B.1. The completion of such meet-and-confer process is a precondition to further action regarding any such dispute. Further action concerning Section V.B.1 shall: (i) be limited to the Settling Distributors seeking to reduce their Annual Payments by no more than five percent (5%) of the difference between the actual amount of Opioid Remediation and the eighty-five percent (85%) threshold established in Section V.B.1; (ii) only reduce Annual Payments to those Settling States and their Participating Subdivisions that are below the eighty-five percent (85%) threshold established in Section V.B.1; and (iii) not reduce Annual Payments restricted to future Opioid Remediation. D. State-Subdivision Enforcement. 1. A Subdivision shall not have enforcement rights against a Settling State in which it is located with respect to this Agreement or any Consent Judgment except that a Participating Subdivision listed on Exhibit G shall have enforcement rights (a) as provided for in a State-Subdivision Agreement, Allocation Statute, or Statutory Trust with respect to intrastate allocation or (b) in the absence of a State-Subdivision Agreement, Allocation Statute, or Statutory Trust, to allegations that (i) the Settling State’s use of Abatement Accounts Fund monies were not used for uses similar to or in the nature of those uses contained in Exhibit E; or (ii) a Settling State failed to pay funds directly from the Abatement Accounts Fund to a Participating Subdivision eligible to receive a block grant pursuant to Section V.E.2.b. 2. A Settling State shall have enforcement rights against a Participating Subdivision located in its territory (a) as provided for in a State-Subdivision Agreement, Allocation Statute, or Statutory Trust; or (b) in the absence of a State-Subdivision AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 36 Agreement, Allocation Statute, or Statutory Trust, to allegations that the Participating Subdivisions’ uses of Abatement Accounts Fund monies were not used for purposes similar to or in the nature of those uses contained in Exhibit E. 3. As between Settling States and Participating Subdivisions, the above rights are contractual in nature and nothing herein is intended to limit, restrict, change or alter any other existing rights under law. E. Subdivision Distributor Payment Enforcement. A Participating Subdivision listed on Exhibit G shall have the same right as a Settling State pursuant to Section VI.F.2.a(v) to seek resolution regarding the failure by a Settling Distributor to make its allocable share of an Annual Payment in a Payment Year. F. Other Terms Regarding Dispute Resolution. 1. Except to the extent provided by Section VI.C or Section VI.F.2, all disputes shall be resolved in either the court that entered the relevant Consent Judgment or, if no such Consent Judgment was entered, a state or territorial court with jurisdiction located wherever the seat of the relevant state government is located. a. State court proceedings shall be governed by the rules and procedures of the relevant forum. b. For the avoidance of doubt, disputes to be resolved in state court include, but are not limited to, the following: (i) disputes concerning whether expenditures qualify as Opioid Remediation; (ii) disputes between a Settling State and its Participating Subdivisions as provided by Section VI.D, except to the extent the State- Subdivision Agreement provides for other dispute resolution mechanisms. For the avoidance of doubt, disputes between a Settling State and any Participating Subdivision shall not be considered National Disputes; (iii) whether this Agreement and relevant Consent Judgment are binding under state law; (iv) the extent of the Attorney General’s or other participating entity’s authority under state law, including the extent of the authority to release claims; (v) whether the definition of a Bar, a Case-Specific Resolution, Final Order, lead state agency as described in Section V.D.4.b, Later Litigating Subdivision, Litigating Subdivision, or Threshold Motion have been met; and AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 37 (vi) all other disputes not specifically identified in Section VI.C or Section VI.F.2. c. Any Party may request that the National Arbitration Panel provide an interpretation of any provision of the settlement that is relevant to the state court determination, and the National Arbitration Panel shall make reasonable best efforts to supply such interpretation within the earlier of thirty (30) calendar days or the time period required by the state court proceedings. Any Party may submit that interpretation to the state court to the extent permitted by, and for such weight provided by, the state court’s rules and procedures. If requested by a Party, the National Arbitration Panel shall request that its interpretation be accepted in the form of an amicus curiae brief, and any attorneys’ fees and costs for preparing any such filing shall be paid for by the requesting Party. 2. National Disputes involving a Settling State, a Participating Subdivision that has enforcement rights pursuant to Section VI.A, and/or a Settling Distributor shall be resolved by the National Arbitration Panel. a. National Disputes are disputes that are not addressed by Section VI.C, and which are exceptions to Section VI.F.1’s presumption of resolution in state courts because they involve issues of interpretation of terms contained in this Agreement applicable to all Settling States without reference to a particular State’s law. Disputes between a Settling State and any Participating Subdivision shall not be considered National Disputes. National Disputes are limited to the following: (i) the amount of offset and/or credit attributable to Non- Settling States or the Tribal/W. Va. Subdivision Credit; (ii) issues involving the scope and definition of Product; (iii) interpretation and application of the terms “Covered Conduct,” “Released Entities,” and “Released Claims”; (iv) the allocation of payments among Settling Distributors as described in Section IV.I; (v) the failure by a Settling Distributor to pay its allocable share of the Annual Payment or of the Additional Restitution Amount in a Payment Year, but for the avoidance of doubt, disputes between a Settling Distributor and a Settling State over the amounts owed only to that state that do not affect any other Settling State shall not be considered National Disputes; (vi) the interpretation and application of the significant financial constraint provision in Section IV.K, including, without limitation, eligibility for and amount of deferrals for any given year, time for repayment, and compliance with restrictions during deferral term; AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 38 (vii) the interpretation and application of the prepayment provisions as described in Section IV.J; (viii) the interpretation and application of any most-favored- nation provision in Section XIV.E; (ix) questions regarding the performance and/or removal of the Settlement Fund Administrator; (x) replacement of the Monitor, as provided in the Injunctive Relief Terms; (xi) disputes involving liability of successor entities; (xii) disputes that require a determination of the sufficiency of participation in order to qualify for Incentive Payments A, B, or C, as well as disputes over qualification for Participation Tiers; (xiii) disputes involving a Releasor’s compliance with, and the appropriate remedy under, Section XI.B.I.A.3; (xiv) disputes requiring the interpretation of Agreement terms that are national in scope or impact, which shall mean disputes requiring the interpretation of Agreement terms that (i) concretely affect four (4) or more Settling States; and (ii) do not turn on unique definitions and interpretations under state law; and (xv) any dispute subject to resolution under Section VI.F.1 but for which all parties to the dispute agree to arbitration before the National Arbitration Panel under the provisions of this Section VI.F.2. b. The National Arbitration Panel shall be comprised of three (3) arbitrators. One (1) arbitrator shall be chosen by the Settling Distributors, one (1) arbitrator shall be chosen by the Enforcement Committee with due input from Participating Subdivisions listed on Exhibit G, and the third arbitrator shall be agreed upon by the first two (2) arbitrators. The membership of the National Arbitration Panel is intended to remain constant throughout the term of this Agreement, but in the event that replacements are required, the retiring arbitrator shall be replaced by the party that selected him/her. c. The National Arbitration Panel shall make reasonable best efforts to decide all matters within one hundred eighty (180) calendar days of filing, and in no event shall it take longer than one (1) year. d. The National Arbitration Panel shall conduct all proceedings in a reasonably streamlined process consistent with an opportunity for the parties to be heard. Issues shall be resolved without the need for live witnesses where feasible, AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 39 and with a presumption in favor of remote participation to minimize the burdens on the parties. e. To the extent allowed under state law, a Settling State, a Participating Subdivision that has enforcement rights pursuant to Section VI.A, and (at any party’s request) the National Arbitration Panel may certify to an appropriate state court any question of state law. The National Arbitration Panel shall be bound by a final state court determination of such a certified question. The time period for the arbitration shall be tolled during the course of the certification process. f. The arbitrators will give due deference to any authoritative interpretation of state law, including any declaratory judgment or similar relief obtained by a Settling State, a Participating Subdivision that has enforcement rights pursuant to Section VI.A, or Settling Distributor on a state law issue. g. The decisions of the National Arbitration Panel shall be binding on Settling States, Participating Subdivisions, Settling Distributors, and the Settlement Fund Administrator. In any proceeding before the National Arbitration Panel involving a dispute between a Settling State and one or more Settling Distributors whose resolution could prejudice the rights of a Participating Subdivision(s) in that Settling State, such Participating Subdivision(s) shall be allowed to file a statement of view in the proceeding. h. Nothing herein shall be construed so as to limit or otherwise restrict a State from seeking injunctive or other equitable relief in state court to protect the health, safety, or welfare of its citizens. i. Each party shall bear its own costs in any arbitration or court proceeding arising under this Section VI. The costs for the arbitrators on the National Arbitration Panel shall be divided and paid equally by the disputing sides for each individual dispute, e.g., a dispute between a Settling Distributor and Settling States/Participating Subdivisions shall be split fifty percent (50%) by the Settling Distributor and fifty percent (50%) by the Settling States/Participating Subdivisions that are parties to the dispute; a dispute between a Settling State and a Participating Subdivision shall be split fifty percent (50%) by the Settling State that is party to the dispute and fifty percent (50%) by any Participating Subdivisions that are parties to the dispute. 3. Prior to initiating an action to enforce pursuant to this Section VI.F, the complaining party must: a. Provide written notice to the Enforcement Committee of its complaint, including the provision of the Consent Judgment and/or Agreement that the practice appears to violate, as well as the basis for its interpretation of the disputed provision. The Enforcement Committee shall establish a reasonable process and timeline for obtaining additional information from the involved AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 40 parties; provided, however, that the date the Enforcement Committee establishes for obtaining additional information from the parties shall not be more than forty- five (45) calendar days following the notice. The Enforcement Committee may advise the involved parties of its views on the complaint and/or seek to resolve the complaint informally. b. Wait to commence any enforcement action until thirty (30) calendar days after the date that the Enforcement Committee establishes for obtaining additional information from the involved parties. 4. If the parties to a dispute cannot agree on the proper forum for resolution of the dispute under the provisions of Section VI.F.1 or Section VI.F.2, a committee comprising the Enforcement Committee and sufficient representatives of the Settling Distributors such that the members of the Enforcement Committee have a majority of one (1) member will determine the forum where the dispute will be initiated within twenty- eight (28) calendar days of receiving notification of the dispute relating to the proper forum. The forum identified by such committee shall be the sole forum for litigating the issue of which forum will hear the substantive dispute, and the committee’s identification of such forum in the first instance shall not be entitled to deference by the forum selected. G. No Effect. Nothing in this Agreement shall be interpreted to limit the Settling State’s Civil Investigative Demand (“CID”) or investigative subpoena authority, to the extent such authority exists under applicable state law and the CID or investigative subpoena is issued pursuant to such authority, and Settling Distributors reserve all of their rights in connection with a CID or investigative subpoena issued pursuant to such authority. VII. Participation by Subdivisions A. Notice. No later than fifteen (15) calendar days after the Preliminary Agreement Date, the Settling States, with the cooperation of the Settling Distributors, shall send individual written notice of the opportunity to participate in this Agreement and the requirements of participation to all Subdivisions in the Settling States that are (1) Litigating Subdivisions or (2) Non-Litigating Subdivisions listed on Exhibit G. The costs of the written notice to such Subdivisions shall be paid for by the Settling Distributors. The Settling States, with the cooperation of the Settling Distributors, may also provide general notice reasonably calculated to alert Non-Litigating Subdivisions in the Settling States to this Agreement, the opportunity to participate in it, and the requirements for participation. Such notice may include publication and other standard forms of notification, as well as notice to national state and county organizations such as the National Association of Counties and the National League of Cities. The notice will include that the deadline for becoming an Initial Participating Subdivision is the Initial Participation Date. Nothing contained herein shall preclude a Settling State from providing further notice to or otherwise contacting any of its Subdivisions about becoming a Participating Subdivision, including beginning any of the activities described in this paragraph prior to the Preliminary Agreement Date. B. Requirements for Becoming a Participating Subdivision⸺Non-Litigating Subdivisions. A Non-Litigating Subdivision in a Settling State may become a Participating AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 41 Subdivision by returning an executed Subdivision Settlement Participation Form to the Settlement Fund Administrator specifying (1) that the Subdivision agrees to the terms of this Agreement pertaining to Subdivisions, (2) that the Subdivision releases all Released Claims against all Released Entities, (3) that the Subdivision agrees to use monies it receives, if any, from the Settlement Fund pursuant to the applicable requirements of Section V; provided, however, that Non-Litigating Subdivisions may only use monies originating from the Settlement Fund for purposes that qualify as Opioid Remediation, and (4) that the Subdivision submits to the jurisdiction of the court where the applicable Consent Judgment is filed for purposes limited to that court’s role under this Agreement. The required Subdivision Settlement Participation Form is attached as Exhibit K. C. Requirements for Becoming a Participating Subdivision⸺Litigating Subdivisions/Later Litigating Subdivisions. A Litigating Subdivision or Later Litigating Subdivision in a Settling State may become a Participating Subdivision by returning an executed Subdivision Settlement Participation Form to the Settlement Fund Administrator and upon prompt dismissal with prejudice of its lawsuit. A Settling State may require each Litigating Subdivision in that State to specify on the Subdivision Settlement Participation Form whether its counsel has waived any contingency fee contract with that Participating Subdivision and whether, if eligible, it intends to seek fees pursuant to Exhibit R. The Settlement Fund Administrator shall provide quarterly reports of this information to the parties organized by Settling State. A Litigating Subdivision or Later Litigating Subdivision may not become a Participating Subdivision after the completion of opening statements in a trial of the lawsuit it brought that includes a Released Claim against a Released Entity. D. Initial Participating Subdivisions. A Subdivision qualifies as an Initial Participating Subdivision if it meets the applicable requirements for becoming a Participating Subdivision set forth in Section VII.B or Section VII.C by the Initial Participation Date. All Subdivision Settlement Participation Forms shall be held in escrow by the Settlement Fund Administrator until the Reference Date. E. Later Participating Subdivisions. A Subdivision that is not an Initial Participating Subdivision may become a Later Participating Subdivision by meeting the applicable requirements for becoming a Participating Subdivision set forth in Section VII.B or Section VII.C after the Initial Participation Date and by agreeing to be subject to the terms of a State- Subdivision Agreement (if any) or any other structure adopted or applicable pursuant to Section V.D or Section V.E. The following provisions govern what a Later Participating Subdivision can receive (but do not apply to Initial Participating Subdivisions): 1. Except as provided in Section IV.C, a Later Participating Subdivision shall not receive any share of any Annual Payment due before it became a Participating Subdivision. 2. A Later Participating Subdivision that becomes a Participating Subdivision after July 15, 2022 shall receive seventy-five percent (75%) of the share of future base or incentive payments that it would have received had it become a Later Participating Subdivision prior to that date (unless the Later Participating Subdivision is subject to Section VII.E.3 or Section VII.E.4). AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 42 3. A Later Participating Subdivision that, after the Initial Participation Date, maintains a lawsuit for a Released Claim(s) against a Released Entity and has judgment entered against it on every such Claim before it became a Participating Subdivision (other than a consensual dismissal with prejudice) shall receive fifty percent (50%) of the share of future base or incentive payments that it would have received had it become a Later Participating Subdivision prior to such judgment; provided, however, that if the Subdivision appeals the judgment and the judgment is affirmed with finality before the Subdivision becomes a Participating Subdivision, the Subdivision shall not receive any share of any base payment or incentive payments. 4. A Later Participating Subdivision that becomes a Participating Subdivision while a Bar or Case-Specific Resolution involving a different Subdivision exists in its State shall receive twenty-five percent (25%) of the share of future base or incentive payments that it would have received had it become a Later Participating Subdivision without such Bar or Case-Specific Resolution. F. No Increase in Payments. Amounts to be received by Later Participating Subdivisions shall not increase the payments due from the Settling Distributors. G. Ineligible Subdivisions. Subdivisions in Non-Settling States and Prior Litigating Subdivisions are not eligible to be Participating Subdivisions. H. Non-Participating Subdivisions. Non-Participating Subdivisions shall not directly receive any portion of any Annual Payment, including from the State Fund and direct distributions from the Abatement Accounts Fund; however, a Settling State may choose to fund future Opioid Remediation that indirectly benefits Non-Participating Subdivisions. I. Unpaid Allocations to Later Participating Subdivisions and Non-Participating Subdivisions. Any base payment and incentive payments allocated pursuant to Section V.D to a Later Participating Subdivision or Non-Participating Subdivision that cannot be paid pursuant to this Section VII, including the amounts that remain unpaid after the reductions required by Section VII.E.2 through Section VII.E.4, will be allocated to the Abatement Accounts Fund for the Settling State in which the Subdivision is located, unless those payments are redirected elsewhere by a State-Subdivision Agreement or by a Statutory Trust. VIII. Condition to Effectiveness of Agreement and Filing of Consent Judgment A. Determination to Proceed With Settlement. 1. The Settling States shall confer with legal representatives of the Participating Subdivisions listed on Exhibit G and inform the Settling Distributors no later than eighteen (18) calendar days prior to the Reference Date whether there is sufficient participation to proceed with this Agreement. Within seven (7) calendar days of informing the Settling Distributors that there is sufficient participation to proceed, the Settling States will deliver all signatures and releases required by the Agreement to be provided by the Settling States to the Settling Distributors. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 43 2. If the Settling States inform Settling Distributors that there is sufficient participation, the Settling Distributors will then determine on or before the Reference Date whether there is sufficient State participation and sufficient resolution of the Claims of the Litigating Subdivisions in the Settling States (through participation under Section VII, Case-Specific Resolution(s) and Bar(s)) to proceed with this Agreement. The determination shall be in the sole discretion of the Settling Distributors and may be based on any criteria or factors deemed relevant by the Settling Distributors. B. Notice by Settling Distributors. On or before the Reference Date, the Settling Distributors shall inform the Settling States of their determination pursuant to Section VIII.A. If the Settling Distributors determine to proceed, the Parties will proceed to file the Consent Judgments and the obligations in the Subdivision Settlement Participation Forms will be effective and binding as of the Reference Date. If the Settling Distributors determine not to proceed, this Agreement will have no further effect, any amounts placed in escrow for Payment Year 1, including funds referenced in Section IV.C.1, Section IX, Section X, and Exhibit M, shall be returned to the Settling Distributors, and all releases (including those contained in Subdivision Settlement Participation Forms) and other commitments or obligations contained herein or in Subdivision Settlement Participation Forms will be void. C. Determination of the Participation Tier. 1. On July 1, 2022, as extended by written agreement of the Settling Distributors and the Enforcement Committee, provided that Settling Distributors determine to proceed with this Agreement, the Settlement Fund Administrator shall determine the Participation Tier. The criteria used to determine the Participation Tier are set forth in Exhibit H. Any disputes as to the determination of the Participation Tier shall be decided by the National Arbitration Panel. 2. The Participation Tier shall be redetermined by the Settlement Fund Administrator annually as of the Payment Date, beginning with Payment Year 3, pursuant to the criteria set forth in Exhibit H. 3. After Payment Year 6, the Participation Tier cannot move higher, unless this restriction is waived by the Settling Distributors. 4. In the event that a Participation Tier redetermination moves the Participation Tier higher, and that change is in whole or in part as a result of the post- Reference Date enactment of a Bar and there is later a Revocation Event with respect to such Bar, then on the next Payment Date that is at least one hundred eighty (180) calendar days after the Revocation Event, the Participation Tier shall move down to the Participation Tier that would have applied had the Bar never been enacted, unless the Bar is reinstated or all Subdivisions affected by the Revocation Event become Participating Subdivisions within one hundred eighty (180) calendar days of the Revocation Event. This is the sole circumstance in which, on a nationwide basis, the Participation Tier can move down. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 44 5. In the event that there is a post-Reference Date Revocation Event with respect to a Bar that was enacted in a Settling State prior to the Reference Date, then, on the next Payment Date that is at least one hundred eighty (180) calendar days after the Revocation Event, unless the Bar is reinstated or all Subdivisions affected by the Revocation Event become Participating Subdivisions within one hundred eighty (180) calendar days of the Revocation Event, the Participation Tier shall decrease – solely for the State in which the Revocation Event occurred – to the Participation Tier commensurate with the percentage of Litigating Subdivisions in that State that are Participating Subdivisions and the percentage of Non-Litigating Subdivisions that are both Primary Subdivisions and Participating Subdivisions, according to the criteria set forth in Exhibit G, except that the calculations shall be performed as to that State alone. For the avoidance of doubt and solely for the calculation in this subparagraph, the Settling States Column of Exhibit H shall play no role. This is the sole circumstance in which one Settling State will have a different Participation Tier than other Settling States. 6. The redetermination of the Participation Tier under Section VIII.C.2 shall not affect payments already made or suspensions, offsets, or reductions already applied. IX. Additional Restitution A. Additional Restitution Amount. Pursuant to the schedule set forth in Exhibit M and subject to the reduction specified in Section IX.B, the Settling Distributors shall pay an Additional Restitution Amount to the Settling States listed in Exhibit N. Such funds shall be paid, on the schedule set forth on Exhibit M, on the Payment Date for each relevant Payment Year to such Settling States as allocated by the Settlement Fund Administrator pursuant to Exhibit N. B. Reduction of Additional Restitution Amount. In the event that any Non-Settling States appear on Exhibit N, the amounts owed by Settling Distributors pursuant to this Section IX shall be reduced by the allocations set forth on Exhibit N for any such Non-Settling States. C. Use of Funds. All funds paid as an Additional Restitution Amount shall be part of the Compensatory Restitution Amount, shall be used for Opioid Remediation, except as allowed by Section V.B.2, and shall be governed by the same requirements as specified in Section V.F. X. Plaintiffs’ Attorneys’ Fees and Costs The Agreement on Attorneys’ Fees, Expenses and Costs is set forth in Exhibit R and incorporated herein by reference. The Agreement on the State Outside Counsel Fee Fund and Agreement on the State Cost Fund Administration are set forth in Exhibit S and Exhibit T, respectively, and are incorporated herein by reference. XI. Release A. Scope. As of the Effective Date, the Released Entities are hereby released and forever discharged from all of the Releasors’ Released Claims. Each Settling State (for itself and its Releasors) and Participating Subdivision hereby absolutely, unconditionally, and irrevocably AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 45 covenants not to bring, file, or claim, or to cause, assist or permit to be brought, filed, or claimed, or to otherwise seek to establish liability for any Released Claims against any Released Entity in any forum whatsoever. The releases provided for in this Agreement are intended by the Parties to be broad and shall be interpreted so as to give the Released Entities the broadest possible bar against any liability relating in any way to Released Claims and extend to the full extent of the power of each Settling State and its Attorney General to release claims. This Agreement shall be a complete bar to any Released Claim. B. Claim-Over and Non-Party Settlement. 1. It is the intent of the Parties that: a. Released Entities should not seek contribution or indemnification (other than pursuant to an insurance contract), from other parties for their payment obligations under this Agreement; b. the payments made under this Agreement shall be the sole payments made by the Released Entities to the Releasors involving, arising out of, or related to Covered Conduct (or conduct that would be Covered Conduct if engaged in by a Released Entity); c. Claims by Releasors against non-Parties should not result in additional payments by Released Entities, whether through contribution, indemnification or any other means; and d. the Agreement meets the requirements of the Uniform Contribution Among Joint Tortfeasors Act and any similar state law or doctrine that reduces or discharges a released party’s liability to any other parties. The provisions of this Section XI.B are intended to be implemented consistent with these principles. This Agreement and the releases and dismissals provided for herein are made in good faith. 2. No Released Entity shall seek to recover for amounts paid under this Agreement based on indemnification, contribution, or any other theory from a manufacturer, pharmacy, hospital, pharmacy benefit manager, health insurer, third-party vendor, trade association, distributor, or health care practitioner; provided that a Released Entity shall be relieved of this prohibition with respect to any entity that asserts a Claim- Over against it. For the avoidance of doubt, nothing herein shall prohibit a Released Entity from recovering amounts owed pursuant to insurance contracts. 3. To the extent that, on or after the Reference Date, any Releasor enters into a Non-Party Settlement, including in any bankruptcy case or through any plan of reorganization (whether individually or as a class of creditors), the Releasor will include (or in the case of a Non-Party Settlement made in connection with a bankruptcy case, will cause the debtor to include), unless prohibited from doing so under applicable law, in the Non-Party Settlement a prohibition on contribution or indemnity of any kind substantially equivalent to that required from the Settling Distributors in Section XI.B.2, or a release AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 46 from such Non-Released Entity in favor of the Released Entities (in a form equivalent to the releases contained in this Agreement) of any Claim-Over. The obligation to obtain the prohibition and/or release required by this subsection is a material term of this Agreement. 4. In the event that any Releasor obtains a judgment with respect to Non- Party Covered Conduct against a Non-Released Entity that does not contain a prohibition like that described in Section XI.B.3, or any Releasor files a Non-Party Covered Conduct Claim against a Non-Released Entity in bankruptcy or a Releasor is prevented for any reason from obtaining a prohibition/release in a Non-Party Settlement as provided in Section XI.B.3, and such Non-Released Entity asserts a Claim-Over against a Released Entity, the Released Entity shall be relieved of the prohibition in Section XI.B.2 with respect to that Non-Released Entity and that Releasor and the Settling Distributors shall take the following actions to ensure that the Released Entities do not pay more with respect to Covered Conduct to Releasors or to Non-Released Entities than the amounts owed under this Settlement Agreement by the Settling Distributors: a. Settling Distributors shall notify that Releasor of the Claim-Over within sixty (60) calendar days of the assertion of the Claim-Over or sixty (60) calendar days of the Effective Date of this Settlement Agreement, whichever is later; b. Settling Distributors and that Releasor shall meet and confer concerning the means to hold Released Entities harmless and ensure that they are not required to pay more with respect to Covered Conduct than the amounts owed by Settling Distributors under this Agreement; c. That Releasor and Settling Distributors shall take steps sufficient and permissible under the law of the State of the Releasor to hold Released Entities harmless from the Claim-Over and ensure Released Entities are not required to pay more with respect to Covered Conduct than the amounts owed by Settling Distributors under this Agreement. Such steps may include, where permissible: (i) Filing of motions to dismiss or such other appropriate motion by Settling Distributors or Released Entities, and supported by Releasors, in response to any claim filed in litigation or arbitration; (ii) Reduction of that Releasors’ Claim and any judgment it has obtained or may obtain against such Non-Released Entity by whatever amount or percentage is necessary to extinguish such Claim- Over under applicable law, up to the amount that Releasor has obtained, may obtain, or has authority to control from such Non-Released Entity; (iii) Placement into escrow of funds paid by the Non-Released Entities such that those funds are available to satisfy the Claim-Over; AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 47 (iv) Return of monies paid by Settling Distributors to that Releasor under this Settlement Agreement to permit satisfaction of a judgment against or settlement with the Non-Released Entity to satisfy the Claim-Over; (v) Payment of monies to Settling Distributors by that Releasor to ensure they are held harmless from such Claim-Over, up to the amount that Releasor has obtained, may obtain, or has authority to control from such Non-Released Entity; (vi) Credit to the Settling Distributors under this Agreement to reduce the overall amounts to be paid under the Agreement such that they are held harmless from the Claim-Over; and (vii) Such other actions as that Releasor and Settling Distributors may devise to hold Settling Distributors harmless from the Claim-Over. d. The actions of that Releasor and Settling Distributors taken pursuant to paragraph (c) must, in combination, ensure Settling Distributors are not required to pay more with respect to Covered Conduct than the amounts owed by Settling Distributors under this Agreement. e. In the event of any dispute over the sufficiency of the actions taken pursuant to paragraph (c), that Releasor and the Settling Distributors may seek review by the National Arbitration Panel, provided that, if the parties agree, such dispute may be heard by the state court where the relevant Consent Judgment was filed. The National Arbitration Panel shall have authority to require Releasors to implement a remedy that includes one or more of the actions specified in paragraph (c) sufficient to hold Released Entities fully harmless. In the event that the Panel’s actions do not result in Released Entities being held fully harmless, Settling Distributors shall have a claim for breach of this Agreement by Releasors, with the remedy being payment of sufficient funds to hold Settling Distributors harmless from the Claim-Over. For the avoidance of doubt, the prior sentence does not limit or eliminate any other remedy that Settling Distributors may have. 5. To the extent that the Claim-Over is based on a contractual indemnity, the obligations under Section XI.B.4 shall extend solely to a Non-Party Covered Conduct Claim against a pharmacy, clinic, hospital or other purchaser or dispenser of Products, a manufacturer that sold Products, a consultant, and/or a pharmacy benefit manager or other third-party payor. Each Settling Distributor shall notify the Settling States, to the extent permitted by applicable law, in the event that any of these types of Non-Released Entity asserts a Claim-Over arising out of contractual indemnity against it. C. Indemnification and Contribution Prohibited. No Released Entity shall seek to recover for amounts paid under this Agreement based on indemnification, contribution, or any AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 48 other theory, from a manufacturer, pharmacy, hospital, pharmacy benefit manager, health insurer, third-party vendor, trade association, distributor, or health care practitioner. For the avoidance of doubt, nothing herein shall prohibit a Released Entity from recovering amounts owed pursuant to insurance contracts. D. General Release. In connection with the releases provided for in this Agreement, each Settling State (for itself and its Releasors) and Participating Subdivision expressly waives, releases, and forever discharges any and all provisions, rights, and benefits conferred by any law of any State or territory of the United States or other jurisdiction, or principle of common law, which is similar, comparable, or equivalent to § 1542 of the California Civil Code, which reads: General Release; extent. A general release does not extend to claims that the creditor or releasing party does not know or suspect to exist in his or her favor at the time of executing the release and that if known by him or her, would have materially affected his or her settlement with the debtor or released party. A Releasor may hereafter discover facts other than or different from those which it knows, believes, or assumes to be true with respect to the Released Claims, but each Settling State (for itself and its Releasors) and Participating Subdivision hereby expressly waives and fully, finally, and forever settles, releases and discharges, upon the Effective Date, any and all Released Claims that may exist as of such date but which Releasors do not know or suspect to exist, whether through ignorance, oversight, error, negligence or through no fault whatsoever, and which, if known, would materially affect the Settling States’ decision to enter into this Agreement or the Participating Subdivisions’ decision to participate in this Agreement. E. Assigned Interest Waiver. To the extent that any Settling State has any direct or indirect interest in any rights of a third-party that is a debtor under the Bankruptcy Code as a result of a claim arising out of Covered Conduct by way of assignment or otherwise, including as a result of being the beneficiary of a trust or other distribution entity, to assert claims against a Settling Distributor (whether derivatively or otherwise), under any legal or equitable theory, including for indemnification, contribution, or subrogation, such Settling State waives the right to assert any such claim, or to receive a distribution or any benefit on account of such claim and such claim, distribution, or benefit shall be deemed assigned to such Settling Distributor. F. Res Judicata. Nothing in this Agreement shall be deemed to reduce the scope of the res judicata or claim preclusive effect that the settlement memorialized in this Agreement, and/or any Consent Judgment or other judgment entered on this Agreement, gives rise to under applicable law. G. Representation and Warranty. The signatories hereto on behalf of their respective Settling States expressly represent and warrant that they have (or have obtained, or will obtain no later than the Initial Participation Date) the authority to settle and release, to the maximum extent of the State’s power, all Released Claims of (1) their respective Settling States, (2) all past and present executive departments, state agencies, divisions, boards, commissions and instrumentalities with the regulatory authority to enforce state and federal controlled substances acts, and (3) any of their respective Settling State’s past and present executive departments, AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 49 agencies, divisions, boards, commissions and instrumentalities that have the authority to bring Claims related to Covered Conduct seeking money (including abatement and/or remediation) or revocation of a pharmaceutical distribution license. For the purposes of clause (3) above, executive departments, agencies, divisions, boards, commissions, and instrumentalities are those that are under the executive authority or direct control of the State’s Governor. Also for the purposes of clause (3), a release from a State’s Governor is sufficient to demonstrate that the appropriate releases have been obtained. H. Effectiveness. The releases set forth in this Agreement shall not be impacted in any way by any dispute that exists, has existed, or may later exist between or among the Releasors. Nor shall such releases be impacted in any way by any current or future law, regulation, ordinance, or court or agency order limiting, seizing, or controlling the distribution or use of the Settlement Fund or any portion thereof, or by the enactment of future laws, or by any seizure of the Settlement Fund or any portion thereof. I. Cooperation. Releasors (1) will not encourage any person or entity to bring or maintain any Released Claim against any Released Entity and (2) will reasonably cooperate with and not oppose any effort by Settling Distributors to secure the prompt dismissal of any and all Released Claims. J. Non-Released Claims. Notwithstanding the foregoing or anything in the definition of Released Claims, this Agreement does not waive, release or limit any criminal liability, Claims for liability under tax law, Claims under securities law by a State Releasor as investor, Claims against parties who are not Released Entities, Claims by private individuals, and any claims arising under this Agreement for enforcement of this Agreement. XII. Later Litigating Subdivisions A. Released Claims against Released Entities. Subject to Section XII.B, the following shall apply in the event a Later Litigating Subdivision in a Settling State maintains a lawsuit for a Released Claim against a Released Entity after the Reference Date: 1. The Released Entity shall take ordinary and reasonable measures to defend the action, including filing a Threshold Motion with respect to the Released Claim. The Released Entity shall further notify the Settling State and Settlement Fund Administrator immediately upon notice of a Later Litigating Subdivision bringing a lawsuit for a Released Claim, and shall not oppose a Settling State’s submission in support of the Threshold Motion. 2. The provisions of this Section XII.A.2 apply if the Later Litigating Subdivision is a Primary Subdivision (except as provided in Section XII.A.2.f): a. If a lawsuit including a Released Claim survives until the Suspension Deadline for that lawsuit, the Settlement Fund Administrator shall calculate the Suspension Amount applicable to the next Payment due from the Settling Distributor(s) at issue and apportioned to the State of the Later Litigating Subdivision and to Subdivisions in that State; provided, however, that the Suspension Amount for a Payment Year cannot exceed the Suspension Cap. The AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 50 Suspension Amount shall be paid into the Settlement Fund Escrow account. If the Suspension Amount exceeds the Suspension Cap for that Payment Year, then the remaining amount will be paid into the Settlement Fund Escrow in the following Payment Year, subject to the Suspension Cap for that Payment Year, and so forth in each succeeding Payment Year until the entire Suspension Amount has been paid into the Settlement Fund Escrow or the Released Claim is resolved, as provided below, whichever comes first. A suspension does not apply during the pendency of any appeal dismissing the lawsuit for a Released Claim in whole. b. If the Released Claim is resolved with finality without requirement of payment by the Released Entity, the placement of any remaining balance of the Suspension Amount into the Settlement Fund Escrow shall cease and the Settlement Fund Administrator shall immediately transfer amounts in the Settlement Fund Escrow on account of the suspension to the Settling State at issue and its Participating Subdivisions. The lawsuit will not cause further suspensions unless the Released Claim is reinstated upon further review, legislative action, or otherwise. c. If the Released Claim is resolved with finality on terms requiring payment by the Released Entity, the Settlement Fund Administrator will transfer the amounts in the Settlement Fund Escrow on account of the suspension to the Settling Distributor(s) at issue necessary to satisfy the payment obligation of the Released Entity to the relevant Later Litigating Subdivision. If any balance remains in the Settlement Fund Escrow on account of the suspension after transfer of the amount necessary to satisfy the payment obligation, the Settlement Fund Administrator will immediately transfer the balance to the Settling State at issue and its Participating Subdivisions. If the payment obligation of the Released Entity to the relevant Later Litigating Subdivision exceeds the amounts in the Settlement Fund Escrow on account of the suspension, the Settling Distributor at issue shall receive a dollar-for-dollar offset, subject to the yearly Offset Cap, for the excess amount against its obligation to pay its allocable share of Annual Payments that would be apportioned to the Settling State at issue and to its Subdivisions. The offset shall be applied as follows: first against the Settling Distributor’s allocable share of the Annual Payment due in Payment Year 18, up to the Offset Cap for that Payment Year, with any remaining amounts above the Offset Cap applied against the Settling Distributor’s allocable share of the Annual Payment due in Payment Year 17, up to the Offset Cap for that Payment Year, and so forth for each preceding Payment Year until the entire amount to be offset has been applied or no future Payment Years remain. d. If the lawsuit asserting a Released Claim is resolved with finality on terms requiring payment by the Released Entity, and the Released Claim did not give rise to a suspension of any Settling Distributor’s portion of any Annual Payments (e.g., because it was resolved during Payment Years 1 or 2, during which all Settling States are deemed eligible for Incentive Payment A and thus no suspension of payments took place, as provided by Section XII.B), the Settling Distributor at issue shall receive a dollar-for-dollar offset, subject to the yearly AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 51 Offset Cap, for the amount paid. The offset shall be applied against the relevant Settling Distributor’s allocable portion of the Annual Payments starting in Payment Year 18 and working backwards as set forth in Section XII.A.2.c. If the lawsuit for a Released Claim is otherwise resolved by the Released Entity, without the Settling Distributor filing a Threshold Motion despite an opportunity to do so, and the Released Claim did not give rise to a suspension of any Settling Distributor’s portion of any Annual Payments, the Settling Distributor at issue shall not receive any offset for the amount paid. e. If more than one Primary Subdivision in a Settling State becomes a Later Litigating Subdivision, a single Suspension Cap applies and the total amounts deducted from the share of the Annual Payment allocated to the Settling State and its Participating Subdivisions in a given Payment Year cannot exceed the Suspension Cap. For the avoidance of doubt, an individual Primary Subdivision shall not trigger more than one suspension regardless if it (or any of its officials) is named as multiple plaintiffs in the same lawsuit. f. This Section XII.A.2 shall not apply with respect to a Primary Subdivision that is either (i) a Later Litigating Subdivision under clause (3) of the definition of that term solely because a legislative Bar or legislative Case-Specific Resolution applicable as of the Reference Date is invalidated by judicial decision after the Reference Date or (ii) a Later Litigating Subdivision under clause (4) of the definition of that term. Such a Primary Subdivision shall be treated as a General Purpose Government under Section XII.A.3. 3. The terms of this Section XII.A.3 apply if a the Later Litigating Subdivision is not a Primary Subdivision (except for Primary Subdivisions referenced in Section XII.A.2.f) but is a General Purpose Government, School District, Health District or Hospital District: if the Released Claim is resolved with finality on terms requiring payment by the Released Entity, the Settling Distributor at issue shall receive a dollar- for-dollar offset, subject to the yearly Offset Cap, for the amount paid against its portion of the obligation to make Annual Payments that would be apportioned to the Settling State at issue and to its Subdivisions. The offset shall be applied as follows: first against the relevant Settling Distributor’s allocable share of the Annual Payment due in Payment Year 18, up to the Offset Cap for that Payment Year, with any remaining amounts above the Offset Cap applied against the Payment due in Payment Year 17, up to the Offset Cap for that Payment Year, and so forth for each preceding Payment Year until the entire amount to be offset has been applied or no future Payment Year remains. If the Released Claim is resolved on terms requiring payment during the first two (2) Payment Years, in no case will any amounts be offset against the amounts due in Payment Years 1 and 2. 4. In no event shall the total of Suspension Amounts and offsets pursuant to this Section applicable to a Settling State in a Payment Year for that Payment Year exceed the Offset Cap for that State. If, in a Payment Year, the total of Suspension Amounts and offsets applicable to a Settling State exceeds the Offset Cap, the Suspension Amounts shall be reduced so that the total of Suspension Amounts and offsets equals the Offset Cap. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 52 5. For the avoidance of doubt, any offset pursuant to this Section XII in a Settling State that is not eligible for Incentive Payment A shall continue to apply even if the Settling State at issue subsequently becomes eligible for Incentive Payment A. 6. “Terms requiring payment” shall mean (i) a final monetary judgment or (ii) a settlement; provided that the Released Entity sought the applicable State Attorney General’s consent to the settlement and such consent was either obtained or unreasonably withheld. Should the judgment or settlement resolve claims that are not Released Claims, the offset shall be for the Released Claims portion only, which shall be distinguishable in the judgment or settlement. B. Exceptions. 1. Section XII.A shall not apply where the Settling State at issue meets the eligibility criteria for and is entitled to Incentive Payment A for the Payment Year at issue, except as expressly provided therein. For the avoidance of doubt, because all Settling States are deemed eligible for Incentive Payment A for Payment Years 1 and 2 under Section IV.F.1.c, a suspension of Payments under Section XII.A.2 shall not apply to any Settling States for those Payment Years. 2. An offset under Section XII.A.2 and Section XII.A.3 shall not apply where the Later Litigating Subdivision opted out of a Settlement Class Resolution in the Settling State at issue that was in full force and effect in that Settling State as of the due date of the payment for Payment Year 2 and remains in full force and effect; provided that an offset relating to that Subdivision may apply under Section XIII. 3. Section XII.A shall not apply where the Later Litigating Subdivision seeks less than $10 million, or so long as its total claim is reduced to less than $10 million, in the lawsuit for a Released Claim at issue. 4. An offset under Section XII.A.3 shall not apply where the applicable Participation Tier is Participation Tier 1 and the population of the Later Litigating Subdivision is under 10,000. 5. If the applicable Participation Tier is Participation Tier 2 or higher, and the Later Litigating Subdivision has a population less than 10,000, the offset under Section XII.A.3 shall only apply to amounts paid pursuant to a settlement or judgment that are over $10 million per case or resolution. Any type of consolidated or aggregated or joined or class actions, however styled, shall be considered a single case, and any resolutions that occur within a sixty (60) calendar day period of each other and involve Later Litigating Subdivisions that share common counsel and/or are created by the same or related judgments, settlement agreements, or other instruments or are conditioned upon one another, shall be considered a single resolution. For the avoidance of doubt, any such case or resolution shall have only a single $10,000,000 exemption from the offset under Section XII.A.3. C. No Effect on Other Provisions. A suspension or offset under Section XII.A shall not affect the Injunctive Relief Terms or the Consent Judgment. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 53 D. No Effect on Other States. A suspension or offset under Section XII.A applicable to one State shall not affect the allocation or payment of the Annual Payment to other Settling States. XIII. Reductions/Offsets A. Non-Settling States. Non-Settling States shall not be eligible for any payments or have any rights in connection with this Agreement. Accordingly, the stated maximum dollar amounts of the payments specified in Exhibit M are reduced by the aggregate Overall Allocation Percentage of Non-Settling States as set forth in Exhibit F. B. Offset Relating to Incentive Payment A. If a Settling State is not eligible for Incentive Payment A at the third Payment Date, the Settling Distributors shall receive an offset with respect to that State.10 The offset shall be the dollar amount difference between (1) the total amount of the Incentive Payment A due from the Settling Distributors on the Effective Date and on the Payment Date for Payment Year 2 allocated to that State and its Participating Subdivisions, and (2) the total amount of Incentive Payments B and C that would have been due from the Settling Distributors on the Effective Date and on the Payment Date for Payment Year 2 so allocated but for the State’s deemed eligibility for Incentive Payment A. The offset shall be applied in equal installments to reduce the Annual Payments for Payment Years 3 through 7 that would be apportioned to that State and to its Subdivisions, and shall remain applicable even if that State subsequently becomes eligible for Incentive Payment A. C. Settlement Class Resolution Opt Outs. If a Settling State is eligible for Incentive Payment A on the basis of a Settlement Class Resolution, and a Primary Subdivision that opted out of the Settlement Class Resolution maintains a lawsuit asserting a Released Claim against a Released Entity, the following shall apply. If the lawsuit asserting a Released Claim either survives a Threshold Motion or has an unresolved Threshold Motion fewer than sixty (60) calendar days prior to the scheduled start of a trial involving a Released Claim, and is resolved with finality on terms requiring payment by the Released Entity, the Settling Distributor at issue shall receive a dollar-for-dollar offset for the amount paid against its obligation to make remaining Incentive Payment A payments that would be apportioned to that State and to its Subdivisions. For the avoidance of doubt, an offset shall not be applicable under this subsection if it is applicable under Section XII.A with respect to the Subdivision at issue. D. Revoked Bar, Settlement Class Resolution, or Case-Specific Resolution. If the Settling Distributors made any Annual Payments that included any incentive payments earned as a result of the existence of a Bar, Settlement Class Resolution, or Case-Specific Resolution in a Settling State, and there is subsequently a Revocation Event with respect to that Bar, Settlement Class Resolution, or Case-Specific Resolution after the determination of the amount of such Annual Payment, the Settling Distributors shall receive a dollar-for-dollar offset against the portion of remaining Annual Payments that would be allocated to that State and its Participating Subdivisions. This offset will be calculated as the dollar amount difference between (1) the total amount of incentive payments paid by the Settling Distributors by virtue of the Bar, Settlement 10 For purposes of this provision, in determining whether a Settling State would not be eligible for Incentive Payment A for Payment Year 3, the criteria set forth in Section IV.F.1.b shall apply to that Payment Year. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 54 Class Resolution, or Case-Specific Resolution subject to the Revocation Event and (2) the total amount of incentive payments that would have been due from the Settling Distributors during that time had the Bar, Settlement Class Resolution, or Case-Specific Resolution subject to the Revocation Event not been in effect. The amount of incentive payments that would have been due, referenced in clause (2) above, will be calculated one hundred eighty (180) calendar days after the Revocation Event; for purposes of calculating the amount of incentive payments that would have been due, any relevant Subdivision shall be included as a Participating Subdivision if: (1) its Released Claims are extinguished by any subsequent Bar, Settlement Class Resolution, or Case-Specific Resolution in effect as of the date of such calculation, or (2) it becomes a Participating Subdivision (in addition to all other Participating Subdivisions) prior to the date of such calculation. E. Certain Taxes. Amounts paid by a Settling Distributor under an Opioid Tax in a Settling State in a Payment Year shall give rise to a dollar-for-dollar offset against that Settling Distributor’s obligation to pay its share of the Annual Payment in that Payment Year that would be allocated to the taxing State or its Participating Subdivisions. If such amounts paid exceed that Settling Distributor’s allocable share of the Annual Payment allocable to the taxing State or its Participating Subdivisions in that Payment Year, the excess shall carry forward as an offset against its allocable share of remaining Annual Payments that would be allocated to the taxing State or its Participating Subdivisions F. Not Subject to Suspension Cap or Offset Cap. For the avoidance of doubt, neither the Suspension Cap nor the Offset Cap apply to the offsets and reductions set forth in this Section XIII. XIV. Miscellaneous A. Population of General Purpose Governments. The population figures for General Purpose Governments shall be the published U.S. Census Bureau’s population estimates for July 1, 2019, released May 2020. These population figures shall remain unchanged during the term of this Agreement.11 B. Population of Special Districts. For any purpose in this Agreement in which the population of a Special District is used other than Section IV.F.1.b: (a) School Districts’ population will be measured by the number of students enrolled who are eligible under the Individuals with Disabilities Education Act (“IDEA”) or Section 504 of the Rehabilitation Act of 1973; (b) Health Districts’ and Hospital Districts’ population will be measured at twenty-five percent (25%) of discharges; and (c) all other Special Districts’ (including Fire Districts’ and Library Districts’) population will be measured at ten percent (10%) of the population served. The Settling Distributors and the Enforcement Committee shall meet and confer in order to agree on data sources for purposes of this Section prior to the Preliminary Agreement Date. 11 The estimates for counties and parishes were accessed at https://www.census.gov/data/datasets/time- series/demo/popest/2010s-countiestotal.html. The estimates for cities and towns can currently be found at https://www.census.gov/data/datasets/time-series/demo/popest/2010s-total-cities-and-towns.html. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 55 C. Population Associated with Sheriffs. For any purpose in this Agreement in which the population associated with a lawsuit by a sheriff is used, the population will be measured at twenty percent (20%) of the capacity of the jail(s) operated by the sheriff. D. No Admission. The Settling Distributors do not admit liability or wrongdoing. Neither this Agreement nor the Consent Judgments shall be considered, construed or represented to be (1) an admission, concession or evidence of liability or wrongdoing or (2) a waiver or any limitation of any defense otherwise available to the Settling Distributors. E. Most-Favored-Nation Provision.—Settling States. 1. If, after the Reference Date, any Settling Distributor enters into any settlement agreement with any Non-Settling State that resolves Claims similar in scope to the Claims released by a Settling State under this Agreement on overall payment terms that are more favorable to such Non-Settling State than the overall payment terms of the Agreement (after due consideration of relevant differences in population or other appropriate factors), then the Settling States, individually or collectively, may elect to seek review, pursuant to Section XIV.E.3, of the overall payment terms of this Agreement and the Non-Settling State agreement so that such Settling State(s) may obtain, with respect to that Settling Distributor, overall payment terms at least as favorable as those obtained by such Non-Settling State. “Overall payment terms” refers to consideration of all payment terms of the two agreements, taken together, including, but not limited to the amount of payments, the timing of payments, and conditions or contingencies on payments. 2. For any settlement with a Non-Settling State involving Released Claims that is entered into after the Reference Date, Settling Distributors shall provide the Enforcement Committee with a copy of the settlement agreement or relevant consent judgment within thirty (30) calendar days of the consummation of such settlement. The Enforcement Committee will promptly distribute such copy to all Settling States. 3. In the event that one or more Settling State(s) believes that the overall payment terms of an agreement by a Settling Distributor with a Non-Settling State are more favorable to the Non-Settling State, when compared based on the totality of the considerations set forth in Section XIV.E.1, the Settling State(s) and the Settling Distributor shall engage in the following process: a. The Settling State(s) shall provide notice, within sixty (60) calendar days of the date on which a settlement agreement or consent judgment is provided to the Enforcement Committee, to the Settling Distributor of its (their) intent to seek revision of this Agreement to provide payment terms that are, on an overall basis, as favorable as those obtained by the Non-Settling State. Such notice shall be confidential and not disclosed publicly to the extent allowed by law and shall state, in detail, the basis for the State’s (States’) belief that it (they) is entitled to a revision of the Agreement. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 56 b. The Settling Distributor shall, within thirty (30) calendar days, provide a response to the Settling State(s), explaining its position, in detail, as to whether the Settling State(s) is entitled to more favorable overall payment terms than those provided for in this Agreement. c. In the event the Settling State(s) and Settling Distributor do not reach agreement as to the application of Section XIV.E.1, the Settling State(s) may petition the National Arbitration Panel to seek a ruling from the Panel as to the applicability of Section XIV.E.1, provided that the Settling State(s) may seek such review only if at least five (5) Settling States co-sign the petition. The Panel shall consider submissions and argument by the parties pursuant to the procedures set forth in Section VI.F.2. d. The Settling State(s) and the Settling Distributor shall be bound by the determination of the National Arbitration Panel. 4. This Section XIV.E does not apply to, and there is no ability of any Settling State to seek or obtain revision of this Agreement based on, any Non-Settling State agreement with any Settling Distributor that is entered into with: (a) a Non-Settling State after a date sixty (60) calendar days prior to the scheduled start date of a trial between any Settling Distributor and the Non-Settling State or any severed or bifurcated portion thereof, provided that, where, in order to complete a settlement, a Non-Settling State and a Settling Distributor jointly request an adjournment of the scheduled start date of a trial within sixty (60) days of that date, this exception will apply as if the trial date had not been adjourned; (b) a Non-Settling State that previously litigated to judgment a case related to opioids against any manufacturer, distributor, or pharmacy; or (c) a Non- Settling State that has obtained any court order or judicial determination that grants judgment (in whole or in part) against any Settling Distributor. For avoidance of doubt, the National Arbitration Panel shall have no power to review agreements described in this paragraph. 5. This Section XIV.E does not apply to, and there is no ability of any Settling State to seek or obtain revision of this Agreement based on, any agreement between a Settling Distributor and (a) federally-recognized tribe(s) or (b) West Virginia subdivisions or (c) Non-Participating Subdivisions. This Section XIV.E will not apply to any agreement entered into more than eighteen (18) months after the Reference Date. F. Tax Cooperation and Reporting. 1. Upon request by any Settling Distributor, the Settling States and Participating Subdivisions agree to perform such further acts and to execute and deliver such further documents as may be reasonably necessary for the Settling Distributors to establish the statements set forth in Section V.F to the satisfaction of their tax advisors, their independent financial auditors, the Internal Revenue Service, or any other governmental authority, including as contemplated by Treasury Regulations Section 1.162-21(b)(3)(ii) and any subsequently proposed or finalized relevant regulations or administrative guidance. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 57 2. Without limiting the generality of Section XIV.F.1, each Settling State and Participating Subdivision shall cooperate in good faith with any Settling Distributor with respect to any tax claim, dispute, investigation, audit, examination, contest, litigation, or other proceeding relating to this Agreement. 3. The Designated State, as defined in Section I.P as New York, on behalf of all Settling States and Participating Subdivisions, shall designate one of its officers or employees to act as the “appropriate official” within the meaning of Treasury Regulations Section 1.6050X-1(f)(1)(ii)(B) (the “Appropriate Official”). The Designated State shall direct and ensure that the Appropriate Official timely (a) files (i) at the time this Agreement becomes binding on the Parties, an IRS Form 1098-F in the form attached as Exhibit U, Exhibit V, and Exhibit W with respect to each of the Settling Distributors and (ii) any legally required returns or amended returns with any applicable governmental authority, or any returns requested by the respective Settling Distributors, and (b) provides to each of the Settling Distributors a copy of (i) the IRS Form 1098-F filed with respect to such Settling Distributor and (ii) any legally required written statement pursuant to any applicable law and any other document referred to in clause (a)(ii) above. Any such form, return, or statement shall be prepared and filed in a manner fully consistent with Section V.F. 4. The Settling States and Participating Subdivisions agree that any return, amended return, or written statement filed or provided pursuant to paragraph 3, and any similar document, shall be prepared and filed in a manner consistent with reporting each Settling Distributor’s portion of the Global Settlement Amount as the “Total amount to be paid” pursuant to this Agreement in Box 1 of IRS Form 1098-F and each Settling Distributor’s portion of the Compensatory Restitution Amount as “Restitution/remediation amount” in Box 2 of IRS Form 1098-F, as reflected in the attached Exhibit U, Exhibit V, and Exhibit W. If the Designated State or Appropriate Official shall be required to file any return, amended return, or written statement contemplated by this Section XIV.F other than an IRS Form 1098-F in the form attached as Exhibit U, Exhibit V, and Exhibit W, the Designated State shall direct and ensure that the Appropriate Official provides to each Settling Distributor a draft of such return, amended return, or written statement in respect of such Settling Distributor no later than sixty (60) calendar days prior to the due date thereof and shall accept and reflect any reasonable comments of such Settling Distributor on the return, amended return, or written statement in respect of such Settling Distributor. 5. For the avoidance of doubt, neither the Settling Distributors nor the Settling States and Participating Subdivisions make any warranty or representation to any Settling State, Participating Subdivision, or Releasor as to the tax consequences of the payment of the Compensatory Restitution Amount (or any portion thereof). G. No Third-Party Beneficiaries. Except as expressly provided in this Agreement, no portion of this Agreement shall provide any rights to, or be enforceable by, any person or entity that is not a Settling State or Released Entity. No Settling State may assign or otherwise convey any right to enforce any provision of this Agreement. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 58 H. Calculation. Any figure or percentage referred to in this Agreement shall be carried to seven decimal places. I. Construction. None of the Parties and no Participating Subdivision shall be considered to be the drafter of this Agreement or of any of its provisions for the purpose of any statute, case law, or rule of interpretation or construction that would or might cause any provision to be construed against the drafter of this Agreement. The headings of the provisions of this Agreement are not binding and are for reference only and do not limit, expand, or otherwise affect the contents or meaning of this Agreement. J. Cooperation. Each Party and each Participating Subdivision agrees to use its best efforts and to cooperate with the other Parties and Participating Subdivisions to cause this Agreement and the Consent Judgments to become effective, to obtain all necessary approvals, consents and authorizations, if any, and to execute all documents and to take such other action as may be appropriate in connection herewith. Consistent with the foregoing, each Party and each Participating Subdivision agrees that it will not directly or indirectly assist or encourage any challenge to this Agreement or any Consent Judgment by any other person, and will support the integrity and enforcement of the terms of this Agreement and the Consent Judgments. K. Entire Agreement. This Agreement, including its exhibits and any other attachments, embodies the entire agreement and understanding between and among the Parties and Participating Subdivisions relating to the subject matter hereof and supersedes (1) all prior agreements and understandings relating to such subject matter, whether written or oral and (2) all purportedly contemporaneous oral agreements and understandings relating to such subject matter. L. Execution. This Agreement may be executed in counterparts and by different signatories on separate counterparts, each of which shall be deemed an original, but all of which shall together be one and the same Agreement. One or more counterparts of this Agreement may be delivered by facsimile or electronic transmission with the intent that it or they shall constitute an original counterpart hereof. One or more counterparts of this Agreement may be signed by electronic signature. M. Good Faith and Voluntary Entry. Each Party warrants and represents that it negotiated the terms of this Agreement in good faith. Each of the Parties and Participating Subdivisions warrants and represents that it freely and voluntarily entered into this Agreement without any degree of duress or compulsion. The Parties and Participating Subdivisions state that no promise of any kind or nature whatsoever (other than the written terms of this Agreement) was made to them to induce them to enter into this Agreement. N. Legal Obligations. Nothing in this Agreement shall be construed as relieving any Settling Distributor of the obligation to comply with all state and federal laws, regulations or rules, nor shall any of the provisions herein be deemed to be permission to engage in any acts or practices prohibited by such laws, regulations, or rules. Except with respect to the Injunctive Relief Terms, in the event of a conflict between this Agreement and any requirement or requirements of federal, state, or local laws, such that a Settling Distributor cannot comply with this Agreement without violating such a requirement or requirements, the Settling Distributor AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 59 shall document such conflicts and notify the Attorney(s) General of the relevant Settling State(s) that it intends to comply with the requirement or requirements to the extent necessary to eliminate the conflict. With respect to the Injunctive Relief Terms, in the event of such a conflict, the procedures set forth in Section III.X of the Injunctive Relief Terms will be followed. O. No Prevailing Party. The Parties and Participating Subdivisions each agree that they are not the prevailing party in this action, for purposes of any claim for fees, costs, or expenses as prevailing parties arising under common law or under the terms of any statute, because the Parties and Participating Subdivisions have reached a good faith settlement. The Parties and Participating Subdivisions each further waive any right to challenge or contest the validity of this Agreement on any ground, including, without limitation, that any term is unconstitutional or is preempted by, or in conflict with, any current or future law. Nothing in the previous sentence shall modify, or be construed to conflict with, Section XIV.M. P. Non-Admissibility. The settlement negotiations resulting in this Agreement have been undertaken by the Parties and by certain representatives of the Participating Subdivisions in good faith and for settlement purposes only, and no evidence of negotiations or discussions underlying this Agreement shall be offered or received in evidence in any action or proceeding for any purpose. This Agreement shall not be offered or received in evidence in any action or proceeding for any purpose other than in an action or proceeding arising under or relating to this Agreement. Q. Notices. All notices or other communications under this Agreement shall be in writing (including, but not limited to, electronic communications) and shall be given to the recipients indicated below: For the Attorney(s) General: Ashley Moody, Attorney General State of Florida The Capitol, PL-01 Tallahassee, FL 32399 Josh Stein, Attorney General North Carolina Department of Justice Attn: Daniel Mosteller PO Box 629 Raleigh, NC 27602 Dmosteller@ncdoj.gov For the Plaintiffs’ Executive Committee: Paul T. Farrell, Jr., Esq. Farrell & Fuller, LLC AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 60 1311 Ponce de Leon Ave., Suite 202 San Juan, Puerto Rico 00907 paul@farrellfuller.com Jayne Conroy Simmons Hanly Conroy LLC 112 Madison Avenue, 7th Floor New York, NY 10016-7416 JConroy@simmonsfirm.com Joseph F. Rice Motley Rice LLC 28 Bridgeside Blvd. Mount Pleasant, SC 29464 jrice@motleyrice.com Peter Mougey Levin Papantonio Rafferty 316 South Baylen St. Pensacola, FL 32502 pmougey@levinlaw.com Paul J. Geller Robbins Feller Rudman & Dowd LLP 120 East Palmetto Park Road Boca Raton, FL 33432 PGeller@rgrdlaw.com For Settling Distributors: Copy to AmerisourceBergen Corporation’s attorneys at: Attn: Michael T. Reynolds Cravath, Swaine & Moore 825 Eighth Avenue New York, NY 10019 mreynolds@cravath.com Copy to Cardinal Health, Inc.’s attorneys at: Attn: Jeffrey M. Wintner, Esq. Attn: Elaine P. Golin, Esq. Attn: JB Kelly, Esq. Wachtell, Lipton, Rosen & Katz 51 West 52nd Street New York, NY 10019 JMWintner@wlrk.com AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 61 EPGolin@wlrk.com JBKelly@wlrk.com Copy to McKesson Corporation’s attorneys at: Attn: Thomas J. Perrelli Jenner & Block LLP 1099 New York Ave., NW, Suite 900 Washington, D.C. 20001 tperrelli@jenner.com Any Party or the Plaintiffs’ Executive Committee may change or add the contact information of the persons designated to receive notice on its behalf by notice given (effective upon the giving of such notice) as provided in this Section XIV.P. R. No Waiver. The waiver of any rights conferred hereunder shall be effective only if made by written instrument executed by the waiving Party or Parties. The waiver by any Party of any breach of this Agreement shall not be deemed to be or construed as a waiver of any other breach, whether prior, subsequent, or contemporaneous, nor shall such waiver be deemed to be or construed as a waiver by any other Party. S. Preservation of Privilege. Nothing contained in this Agreement or any Consent Judgment, and no act required to be performed pursuant to this Agreement or any Consent Judgment, is intended to constitute, cause, or effect any waiver (in whole or in part) of any attorney-client privilege, work product protection, or common interest/joint defense privilege, and each Party and Participating Subdivision agrees that it shall not make or cause to be made in any forum any assertion to the contrary. T. Successors. 1. This Agreement shall be binding upon, and inure to the benefit of, the Settling Distributors and their respective successors and assigns. 2. A Settling Distributor shall not, in one (1) transaction or a series of related transactions, sell or transfer U.S. assets having a fair market value equal to twenty-five percent (25%) or more of the consolidated assets of such Settling Distributor (other than sales or transfers of inventories, or sales or transfers to an entity owned directly or indirectly by such Settling Distributor) where the sale or transfer is announced after the Reference Date, is not for fair consideration, and would foreseeably and unreasonably jeopardize such Settling Distributor’s ability to make the payments under this Agreement that are due on or before the third Payment Date following the close of a sale or transfer transaction, unless the Settling Distributor obtains the acquiror’s agreement that it will be either a guarantor of or successor to the percentage of that Settling Distributor’s remaining Payment Obligations under this Agreement equal to the percentage of the Settling Distributor’s consolidated assets being sold or transferred in such transaction. Percentages under this section shall be determined in accordance with United States generally accepted accounting principles and as of the date of the Settling AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 62 Distributor’s most recent publicly filed consolidated balance sheet prior to the date of entry into the sale or transfer agreement at issue. This Section XIV.T shall be enforceable solely by the Enforcement Committee, and any objection under this Section XIV.T not raised within twenty (20) calendar days of the announcement of the relevant transaction is waived. Any dispute under this Section XIV.T shall be a National Dispute as described in Section VI.F.2 and must be raised exclusively with the National Arbitration Panel as described therein within twenty (20) calendar days of the announcement, and the sole remedy shall be an order enjoining the transaction. 3. A Settling Distributor shall not, in one (1) transaction or a series of related transactions, sell or transfer (other than sales or transfers to an entity owned directly or indirectly by such Settling Distributor) more than twenty-five percent (25%) of the distribution centers within its Full-Line Wholesale Pharmaceutical Distribution Business (as that term is defined in the Injunctive Relief Terms) where the sale or transfer is announced after the Reference Date, unless the Settling Distributor obtains the acquiror’s agreement that it will be bound by the Injunctive Relief Terms. U. Modification, Amendment, Alteration. After the Reference Date, any modification, amendment, or alteration of this Agreement by the Parties shall be binding only if evidenced in writing signed by the Settling Distributor to which the modification, amendment, or alteration applies, if the change applies to less than all Settling Distributors, along with the signatures of at least thirty-seven of those then serving Attorneys General of the Settling States along with a representation from each Attorney General that either: (1) the advisory committee or similar entity established or recognized by that Settling State (either pursuant to Section V.E.2.d, by a State-Subdivision Agreement, or by statute) voted in favor of the modification, amendment or alteration of this Agreement including at least one member appointed by the Participating Subdivisions listed on Exhibit G; or (2) in States without any advisory committee, that 50.1% (by population) of the Participating Subdivisions listed on Exhibit G expressed approval of the modification, amendment, or alteration of this Agreement in a writing. V. Termination. 1. Unless otherwise agreed to by each of the Settling Distributors and the Settling State in question, this Agreement and all of its terms (except Section XIV.P and any other non-admissibility provisions, which shall continue in full force and effect) shall be canceled and terminated with respect to the Settling State, and the Agreement and all orders issued by the courts in the Settling State pursuant to the Agreement shall become null and void and of no effect if one or more of the following conditions applies: a. a Consent Judgment approving this Agreement without modification of any of the Agreement’s terms has not been entered as to the Settling State by a court of competent jurisdiction on or before one hundred eighty (180) calendar days after the Effective Date; b. this Agreement or the Consent Judgment as to that Settling State has been disapproved by a court of competent jurisdiction to which it was presented for approval and/or entry (or, in the event of an appeal from or review AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 63 of a decision of such a court to approve this Agreement and the Consent Judgment, by the court hearing such appeal or conducting such review), and the time to appeal from such disapproval has expired, or, in the event of an appeal from such disapproval, the appeal has been dismissed or the disapproval has been affirmed by the court of last resort to which such appeal has been taken and such dismissal or disapproval has become no longer subject to further appeal (including, without limitation, review by the United States Supreme Court); or 2. If this Agreement is terminated with respect to a Settling State for whatever reason pursuant to Section XIV.V.1, then: a. an applicable statute of limitation or any similar time requirement (excluding any statute of repose) shall be tolled from the date the Settling State signed this Agreement until the later of the time permitted by applicable law or for one year from the date of such termination, with the effect that the Settling Distributors and the Settling State in question shall be in the same position with respect to the statute of limitation as they were at the time the Settling State filed its action; and b. the Settling Distributors and the Settling State in question shall jointly move the relevant court of competent jurisdiction for an order reinstating the actions and claims dismissed pursuant to the terms of this Agreement governing dismissal, with the effect that the Settling Distributors and the Settling State in question shall be in the same position with respect to those actions and claims as they were at the time the action or claim was stayed or dismissed. 3. Unless each of the Settling Distributors and the Enforcement Committee agrees otherwise, this Agreement, with the exception of the Injunctive Relief Terms that have their own provisions on duration, shall terminate as to all Parties as of the Payment Date for Payment Year 18, provided that all Settling Distributors that as of that date are not Bankrupt Settling Distributors have performed their Payment obligations under the Agreement as of that date. If fewer than all Settling Distributors that as of that date are not Bankrupt Settling Distributors have performed their Payment obligations under the Agreement as of that date, then the Agreement shall terminate as of that date as to any Settling Distributor that has performed its Payment obligations under the Agreement and the Agreement (a) shall terminate as to each of the remaining Settling Distributors that as of that date is not a Bankrupt Settling Distributor at such time as each performs its Payment obligations under the Agreement and (b) shall terminate as to all Parties at such time as all Settling Distributors that are not Bankrupt Settling Distributors have performed their Payment obligations under the Agreement. Notwithstanding any other provision in this Section XIV.V.3 or in this Agreement, all releases under this Agreement will remain effective despite any termination under this Section XIV.V.3. W. Governing Law. Except (1) as otherwise provided in this Agreement or (2) as necessary, in the sole judgment of the National Arbitration Panel, to promote uniformity of interpretation for matters within the scope of the National Arbitration Panel’s authority, this Agreement shall be governed by and interpreted in accordance with the respective laws of the AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 64 Settling State, without regard to the conflict of law rules of such Settling State, that is seeking to enforce the Agreement against Settling Distributor(s) or against which Settling Distributor(s) are seeking enforcement. Notwithstanding any other provision in this subsection on governing law, any disputes relating to the Settlement Fund Escrow shall be governed by and interpreted in accordance with the law of the state where the escrow agent has its primary place of business. X. Bankruptcy. The following provisions shall apply if a Settling Distributor enters Bankruptcy (a Settling Distributor which does so and takes the actions, or is otherwise subjected to the actions, referred to in (i) and/or (ii) herein being referred to as a “Bankrupt Settling Distributor”) and (i) the Bankrupt Settling Distributor’s bankruptcy estate recovers, pursuant to 11 U.S.C. § 550, any payments made under this Agreement, or (ii) this Agreement is deemed executory and is rejected by such Settling Distributor pursuant to 11 U.S.C. § 365: 1. In the event that both a number of Settling States equal to at least seventy- five percent (75%) of the total number of Settling States and Settling States having aggregate Overall Allocation Percentages as set forth on Exhibit F equal to at least seventy-five percent (75%) of the total aggregate Overall Allocation Percentages assigned to all Settling States deem (by written notice to the Settling Distributors other than the Bankrupt Settling Distributor) that the financial obligations of this Agreement have been terminated and rendered null and void as to such Bankrupt Settling Distributor (except as provided in Section XIV.X.1.a) due to a material breach by such Bankrupt Settling Distributor, whereupon, with respect to all Settling States: a. all agreements, all concessions, all reductions of Releasing Parties' Claims, and all releases and covenants not to sue, contained in this Agreement shall immediately and automatically be deemed null and void as to such Bankrupt Settling Distributor; the Settling States shall be deemed immediately and automatically restored to the same position they were in immediately prior to their entry into this Settlement Agreement in respect to such Bankrupt Settling Distributor and the Settling States shall have the right to assert any and all claims against such Bankrupt Settling Distributor in the Bankruptcy or otherwise, subject to any automatic stay, without regard to any limits or agreements as to the amount of the settlement otherwise provided in this Agreement; provided, however, that notwithstanding the foregoing sentence, (i) all reductions of Releasing Parties' Claims, and all releases and covenants not to sue, contained in this Agreement shall remain in full force and effect as to all persons or entities other than the Bankrupt Settling Distributor itself; and (ii) in the event a Settling State asserts any Released Claim against a Bankrupt Settling Distributor after the rejection and/or termination of this Agreement with respect to such Settling Distributor as described in this Section XIV.X.1.a and receives a judgment, settlement or distribution arising from such Released Claim, then the amount of any payments such Settling State has previously received from such Bankrupt Settling Distributor under this Agreement shall be applied to reduce the amount of any such judgment, settlement or distribution (provided that no credit shall be given against any such judgment, settlement or distribution for any payment that such Settling State is required to disgorge or repay to the Bankrupt Settling Distributor’s bankruptcy estate); and AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 65 b. the Settling States may exercise all rights provided under the federal Bankruptcy Code (or other applicable bankruptcy or non-bankruptcy law) with respect to their Claims against such Bankrupt Settling Distributor subject to all defenses and rights of the Bankrupt Settling Distributor. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 A-1 EXHIBIT A Alleged Harms The following export reports that were filed in connection with the case captioned In re National Prescription Opiate Litigation, No. 1-17-md-02804 (S.D. Ohio): 1. Expert report of Professor David Cutler, dated March 25, 2019. 2. Expert report of Dr. Jeffrey B. Liebman, dated March 25, 2019. 3. Expert report of Professor Thomas McGuire regarding damages to Bellwethers, dated March 25, 2019. 4. Report of Professor Thomas McGuire regarding public nuisance, dated March 25, 2019. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 B-1 EXHIBIT B Enforcement Committee Organizational Bylaws ARTICLE I These bylaws constitute the code of rules adopted by the Settling States and Participating Subdivisions for the creation of an Enforcement Committee (the “Committee”) to exist and operate during the term of the Agreement with the Settling Distributors and shall control the regulation and management of the Committee’s affairs. ARTICLE II Purpose The Committee is organized for the sole purpose of evaluating and taking such action as deemed reasonable, necessary, and appropriate by the members of the Committee on the matters delegated to the Committee under that certain Settlement Agreement between the Settling States and the Settling Distributors dated July 21, 2021. ARTICLE III Members of the Committee (1) Number of Members The Committee will consist of seventeen (17) members (the “Members”). Upon majority resolution of the Committee, the number of Members may be increased or decreased from time to time, but in no event shall a decrease have the effect of decreasing the total number of Members to less than seven Members. (2) Initial Members The Committee initially will consist of eleven Settling State Members and six Participating Subdivision Members, three of the Participating Subdivisions shall be counties and three shall be municipalities. The initial Settling State Members are representatives from: Connecticut, Delaware, Florida, Georgia, Massachusetts, New York, North Carolina, Ohio, Pennsylvania, Tennessee, and Texas. The initial Participating Subdivision Members are: (a) Bexar County, Texas; (b) Broward County, Florida; (c) Chicago, Illinois; (d) Cincinnati, Ohio; (e) Nashville, Tennessee; and (f) Nassau County, New York. Until the Reference Date contained in the Settlement Agreement, the Participating Subdivisions may designate their outside counsel to serve as their representative. After the Reference Date, an employee or official of the Participating Subdivision must be the designated as the representative of the Participating Subdivision. (3) Term of Members The term of office for Members of the Committee will be until the end of the term of the Settlement Agreement, eighteen (18) years, unless and until a Member withdraws or resigns from the Committee. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 B-2 (4) Resignation Any Member may resign at any time by delivering written notice to the Chairperson of the Committee. Such resignation shall take effect upon receipt or, if later, at the time specified in the notice. (5) Removal (a) Any Member may be removed without cause, at any time, by a majority of the entire Committee, at a Regular or Special Meeting called for that purpose. Any Member under consideration of removal must first be notified about the consideration by written notice at least five days prior to the meeting at which the vote takes place. (b) In the event that any Member is not a Settling State or a Participating Subdivision or the Member subsequently becomes a Later Litigating Subdivision or otherwise does not support the Agreement, the Member shall be removed immediately without notice or vote of the Committee. (6) Vacancies In the event of a vacancy, the Members of the same type (Settling State or Participating Subdivision) shall select another Settling State or Participating Subdivision to fill that Member’s position. (7) Compensation Members shall not receive any salaries or other compensation for their services, but, by resolution of the Committee, may be reimbursed for any actual expenses incurred in the performance of their duties for the Committee, as long as a majority of disinterested Members approve the reimbursement. Any reimbursement shall be sought from the Settlement Fund Administrator. ARTICLE IV Conflicts of Interest and Code of Ethics If a Member, agent, or employee of the Committee has a conflict of interest, he or she may not participate in a vote, discussion, or decision about the matter. Each Member shall follow any applicable state or local law with respect to conflicts, gifts, and ethics. ARTICLE V Committee Meetings (1) Place of Meetings Meetings of the Committee will be held at any place that the Chairperson may designate, including by telephonic or electronic means. (2) Regular Meetings Regular meetings of the Committee shall be held as deemed necessary by the by the Chairperson or any three members. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 B-3 (3) Notice of Meetings Written notice of the date, time, place and subject of each meeting must be provided to the Members at least 72 hours before the scheduled time of the meeting, except when there is an emergency or urgent public necessity. (4) Quorum A majority of the incumbent Members (not counting vacancies) shall constitute a quorum for the purposes of convening a meeting or conducting business. (5) Voting and Proxy When it is necessary to vote on any matter before the Committee, Members may vote by electronic means as provided in these Bylaws. Proxy voting is permitted. In order for a matter to pass, the matter must have a majority vote of Members present and must have at least one vote from a Settling State Member and a Participating Subdivision Member. In the event that there is a Quorum, but no Settling State or Participating Subdivision Member is present, then a matter may pass with a simple majority vote. (6) Minutes The Committee shall prepare and keep minutes. The minutes must state the subject of each deliberation and indicate each vote, order, decision, or other action taken. ARTICLE VI Officers (1) Roster of Officers The Committee shall have a Chairperson, a Vice Chairperson, and a Secretary. The Committee may have at its discretion, such other officers as may be appointed by the Members of the Committee. One person may hold two or more offices, except those serving as Chairperson. (2) Election and Removal of Officers All officers shall serve two-year terms. The election shall be conducted at the first meeting of the fiscal year. Officers shall remain in office until their successors have been selected. Officers may serve consecutive terms without limit. The election of officers shall be by majority vote of the Members of the Committee attending the meeting. (3) Vacancies If a vacancy occurs during the term of office for any elected officer, the Members of the Committee shall elect a new officer to fill the remainder of the term as soon as practical, by majority vote of Members present. (4) Chairperson The Chairperson will supervise and control the affairs of the Committee and shall exercise such supervisory powers as may be given him/her by the Members of the Committee. The Chairperson will perform all duties incident to such office and such other duties as may be AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 B-4 provided in these bylaws or as may be prescribed from time to time by the Committee. The Chairperson shall preside at all meetings and shall exercise parliamentary control in accordance with Robert’s Rules of Order. (5) Vice Chairperson The Vice Chairperson shall act in place of the Chairperson in the event of the Chairperson’s absence, inability, or refusal to act, and shall exercise and discharge such other duties as may be required by the Committee. The Vice Chairperson shall serve as the parliamentarian and interpret any ambiguities of the bylaws. (6) Secretary The Secretary will keep and maintain all records related to the Committee and take minutes of all meetings. (7) Records All elected officers and committee chairpersons shall relinquish their records to the Chairperson immediately upon the completion of their term of office or completion of their term of office or completion of a project. (8) Resignation An officer may resign the office while not resigning membership from the Committee, by submitting a letter to the Chairperson. Vacancies occurring in any office shall be appointed for the remainder of the term. ARTICLE VII Duties (1) Prior to the Reference Date The Committee shall be responsible for any additional negotiations with the Settling Distributors, including, but not limited to, negotiating extensions of any periods created by the Settlement Agreement. (2) After the Enforcement Date The Committee shall establish procedures for the receipt of notices that a dispute exists concerning the Agreement and review of such disputes, pursuant to Section VI of the Agreement. Members may engage with Settling Distributors, Settling States, and Participating Subdivisions attempting to resolve any dispute without further action by the Committee. The Committee may request additional information from Settling Distributors, Settling States, and Participating Subdivisions to the extent the Committee believes such information is necessary to understand, resolve, or provide advice related to a dispute. The Committee shall endeavor to provide advice relative to the dispute no later than 60 days after receipt of notice. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 B-5 ARTICLE VIII Rules of Procedure The proceedings and business of the Committee shall be governed by Robert's Rules of Order unless otherwise waived by the Committee. ARTICLE IX Operations (1) Records The Committee will keep correct and complete records and will also keep minutes of the proceedings of the Committee meetings and Committees. The Committee will keep at its principal place of business at a place designated by the Chairperson. All elected officers and committee chairpersons shall relinquish their records to the Chairperson, immediately upon the completion of their term of office. (2) Inspection of Books and Records The minutes of a meeting are public records and shall be available for public inspection and copying on request to the Committee’s Chairperson or the Chairperson's designee. (3) Amendments The bylaws may be amended at any time by a vote of a majority of Members present and must have at least one vote from a Settling State Member and a Participating Subdivision Member. In the event that there is a Quorum, but no Settling State or Participating Subdivision Member is present, then a matter may pass with a simple majority vote. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-1 EXHIBIT C Litigating Subdivisions List12 1. Apache (AZ), County of, Arizona 2. Bullhead City (AZ), City of, Arizona 3. Cochise (AZ), County of, Arizona 4. Glendale (AZ), City of, Arizona 5. Kingman (AZ), City of, Arizona 6. La Paz (AZ), County of, Arizona 7. Maricopa (AZ), County of, Arizona 8. Mohave (AZ), County of, Arizona 9. Navajo (AZ), County of, Arizona 10. Phoenix (AZ), City of, Arizona 11. Pima (AZ), County of, Arizona 12. Pinal (AZ), County of, Arizona 13. Prescott (AZ), City of, Arizona 14. Surprise (AZ), City of, Arizona 15. Tucson (AZ), The City of, Arizona 16. Yuma (AZ), County of, Arizona 17. Adona (AR), City of, Arkansas 18. Alexander (AR), City of, Arkansas 19. Alicia (AR), City of, Arkansas 20. Allport (AR), City of, Arkansas 21. Alma (AR), City of, Arkansas 22. Almyra (AR), City of, Arkansas 23. Alpena (AR), City of, Arkansas 24. Altheimer (AR), City of, Arkansas 25. Altus (AR), City of, Arkansas 26. Amagon (AR), City of, Arkansas 27. Amity (AR), City of, Arkansas 28. Anthonyvile (AR), City of, Arkansas 29. Antoine (AR), City of, Arkansas 30. Arkadelphia (AR), City of, Arkansas 31. Arkansas (AR), County of, Arkansas 32. Arkansas City (AR), City of, Arkansas 33. Ash Flat (AR), City of, Arkansas 34. Ashdown (AR), City of, Arkansas 35. Ashley (AR), County of, Arkansas 36. Atkins (AR), City of, Arkansas 37. Aubrey (AR), City of, Arkansas 38. Augusta (AR), City of, Arkansas 39. Austin (AR), City of, Arkansas 40. Avoca (AR), City of, Arkansas 12 For purposes of calculating the percentage of Litigating Subdivisions pursuant to Section IV.F.2.b and Exhibit H, an individual Litigating Subdivision shall not be included more than once in the numerator, and shall not be included more than once in the denominator, of the calculation regardless if it (or any of its officials) is named as multiple plaintiffs in the same lawsuit; provided, however, that for the avoidance of doubt, no Litigating Subdivision will be excluded from the numerator or denominator under this sentence unless a Litigating Subdivision otherwise counted in the denominator has the authority to release the Claims (consistent with Section XI) of the Litigating Subdivision to be excluded. 41. Bald Knob (AR), City of, Arkansas 42. Banks (AR), City of, Arkansas 43. Barling (AR), City of, Arkansas 44. Bassett (AR), City of, Arkansas 45. Batesville (AR), City of, Arkansas 46. Bauxite (AR), City of, Arkansas 47. Baxter (AR), County of, Arkansas 48. Bay (AR), City of, Arkansas 49. Bearden (AR), City of, Arkansas 50. Beaver (AR), City of, Arkansas 51. Beebe (AR), City of, Arkansas 52. Beedeville (AR), City of, Arkansas 53. Bella Vista (AR), City of, Arkansas 54. Bellefonte (AR), City of, Arkansas 55. Belleville (AR), City of, Arkansas 56. Ben Lomond (AR), City of, Arkansas 57. Benton (AR), City of, Arkansas 58. Benton (AR), County of, Arkansas 59. Bentonville (AR), City of, Arkansas 60. Bergman (AR), City of, Arkansas 61. Berryville (AR), City of, Arkansas 62. Bethel Heights (AR), City of, Arkansas 63. Big Flat (AR), City of, Arkansas 64. Bigelow (AR), City of, Arkansas 65. Biggers (AR), City of, Arkansas 66. Birdsong (AR), City of, Arkansas 67. Biscoe (AR), City of, Arkansas 68. Black Oak (AR), City of, Arkansas 69. Black Rock (AR), City of, Arkansas 70. Black Springs (AR), City of, Arkansas 71. Blevins (AR), City of, Arkansas 72. Blue Eye (AR), City of, Arkansas 73. Blue Mountain (AR), City of, Arkansas 74. Bluff City (AR), City of, Arkansas 75. Blytheville (AR), City of, Arkansas 76. Bodcaw (AR), City of, Arkansas 77. Bonanza (AR), City of, Arkansas 78. Bono (AR), City of, Arkansas 79. Boone (AR), County of, Arkansas 80. Booneville (AR), City of, Arkansas AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-2 81. Bradford (AR), City of, Arkansas 82. Bradley (AR), City of, Arkansas 83. Bradley (AR), County of, Arkansas 84. Branch (AR), City of, Arkansas 85. Briarcliff (AR), City of, Arkansas 86. Brinkley (AR), City of, Arkansas 87. Brookland (AR), City of, Arkansas 88. Bryant (AR), City of, Arkansas 89. Buckner (AR), City of, Arkansas 90. Bull Shoals (AR), City of, Arkansas 91. Burdette (AR), City of, Arkansas 92. Cabot (AR), City of, Arkansas 93. Caddo Valley (AR), City of, Arkansas 94. Caldwell (AR), City of, Arkansas 95. Cale (AR), City of, Arkansas 96. Calhoun (AR), County of, Arkansas 97. Calico Rock (AR), City of, Arkansas 98. Calion (AR), City of, Arkansas 99. Camden (AR), City of, Arkansas 100. Cammack Village (AR), City of, Arkansas 101. Campbell Station (AR), City of, Arkansas 102. Caraway (AR), City of, Arkansas 103. Carlisle (AR), City of, Arkansas 104. Carroll (AR), County of, Arkansas 105. Carthage (AR), City of, Arkansas 106. Casa (AR), City of, Arkansas 107. Cash (AR), City of, Arkansas 108. Caulksville (AR), City of, Arkansas 109. Cave City (AR), City of, Arkansas 110. Cave Springs (AR), City of, Arkansas 111. Cedarville (AR), City of, Arkansas 112. Centerton (AR), City of, Arkansas 113. Central City (AR), City of, Arkansas 114. Charleston (AR), City of, Arkansas 115. Cherokee Village (AR), City of, Arkansas 116. Cherry Valley (AR), City of, Arkansas 117. Chester (AR), City of, Arkansas 118. Chicot (AR), County of, Arkansas 119. Chidester (AR), City of, Arkansas 120. Clarendon (AR), City of, Arkansas 121. Clark (AR), County of, Arkansas 122. Clarksville (AR), City of, Arkansas 123. Clay (AR), County of, Arkansas 124. Cleburne (AR), County of, Arkansas 125. Cleveland (AR), County of, Arkansas 126. Clinton (AR), City of, Arkansas 127. Coal Hill (AR), City of, Arkansas 128. Colt (AR), City of, Arkansas 129. Columbia (AR), County of, Arkansas 130. Concord (AR), City of, Arkansas 131. Conway (AR), City of, Arkansas 132. Conway (AR), County of, Arkansas 133. Corning (AR), City of, Arkansas 134. Cotter (AR), City of, Arkansas 135. Cotton Plant (AR), City of, Arkansas 136. Cove (AR), City of, Arkansas 137. Coy (AR), City of, Arkansas 138. Craighead (AR), County of, Arkansas 139. Crawford (AR), County of, Arkansas 140. Crawfordsville (AR), City of, Arkansas 141. Crittenden (AR), County of, Arkansas 142. Cross (AR), County of, Arkansas 143. Crossett (AR), City of, Arkansas 144. Cushman (AR), City of, Arkansas 145. Daisy (AR), City of, Arkansas 146. Dallas (AR), County of, Arkansas 147. Damascus (AR), City of, Arkansas 148. Danville (AR), City of, Arkansas 149. Dardanelle (AR), City of, Arkansas 150. Datto (AR), City of, Arkansas 151. De Queen (AR), City of, Arkansas 152. Decatur (AR), City of, Arkansas 153. Delaplaine (AR), City of, Arkansas 154. Delight (AR), City of, Arkansas 155. Dell (AR), City of, Arkansas 156. Denning (AR), City of, Arkansas 157. Dermott (AR), City of, Arkansas 158. Des Arc (AR), City of, Arkansas 159. Desha (AR), County of, Arkansas 160. Devalls Bluff (AR), City of, Arkansas 161. Dewitt (AR), City of, Arkansas 162. Diamond City (AR), City of, Arkansas 163. Diaz (AR), City of, Arkansas 164. Dierks (AR), City of, Arkansas 165. Donaldson (AR), City of, Arkansas 166. Dover (AR), City of, Arkansas 167. Dumas (AR), City of, Arkansas 168. Dyer (AR), City of, Arkansas 169. Dyess (AR), City of, Arkansas 170. Earle (AR), City of, Arkansas 171. East Camden (AR), City of, Arkansas 172. Edmondson (AR), City of, Arkansas 173. Egypt (AR), City of, Arkansas 174. El Dorado (AR), City of, Arkansas 175. Elaine (AR), City of, Arkansas 176. Elkins (AR), City of, Arkansas 177. Elm Springs (AR), City of, Arkansas 178. Emerson (AR), City of, Arkansas 179. Emmet (AR), City of, Arkansas 180. England (AR), City of, Arkansas 181. Enola (AR), City of, Arkansas 182. Etowah (AR), City of, Arkansas 183. Eudora (AR), City of, Arkansas 184. Eureka Springs (AR), City of, Arkansas 185. Evening Shade (AR), City of, Arkansas 186. Everton (AR), City of, Arkansas AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-3 187. Fairfield Bay (AR), City of, Arkansas 188. Fargo (AR), City of, Arkansas 189. Farmington (AR), City of, Arkansas 190. Faulkner (AR), County of, Arkansas 191. Felsenthal (AR), City of, Arkansas 192. Fifty-Six (AR), City of, Arkansas 193. Fisher (AR), City of, Arkansas 194. Flippin (AR), City of, Arkansas 195. Fordyce (AR), City of, Arkansas 196. Foreman (AR), City of, Arkansas 197. Forrest City (AR), City of, Arkansas 198. Fort Smith (AR), City of, Arkansas 199. Fouke (AR), City of, Arkansas 200. Fountain Hill (AR), City of, Arkansas 201. Fountain Lake (AR), City of, Arkansas 202. Fourche (AR), City of, Arkansas 203. Franklin (AR), City of, Arkansas 204. Friendship (AR), City of, Arkansas 205. Fulton (AR), City of, Arkansas 206. Fulton (AR), County of, Arkansas 207. Garfield (AR), City of, Arkansas 208. Garland (AR), City of, Arkansas 209. Garland (AR), County of, Arkansas 210. Garner (AR), City of, Arkansas 211. Gassville (AR), City of, Arkansas 212. Gateway (AR), City of, Arkansas 213. Gentry (AR), City of, Arkansas 214. Georgetown (AR), City of, Arkansas 215. Gilbert (AR), City of, Arkansas 216. Gillett (AR), City of, Arkansas 217. Gillham (AR), City of, Arkansas 218. Gilmore (AR), City of, Arkansas 219. Glenwood (AR), City of, Arkansas 220. Goshen (AR), City of, Arkansas 221. Gosnell (AR), City of, Arkansas 222. Gould (AR), City of, Arkansas 223. Grady (AR), City of, Arkansas 224. Grannis (AR), City of, Arkansas 225. Grant (AR), County of, Arkansas 226. Gravette (AR), City of, Arkansas 227. Green Forest (AR), City of, Arkansas 228. Greenbrier (AR), City of, Arkansas 229. Greene (AR), County of, Arkansas 230. Greenland (AR), City of, Arkansas 231. Greenway (AR), City of, Arkansas 232. Greenwood (AR), City of, Arkansas 233. Greers Ferry (AR), City of, Arkansas 234. Griffithville (AR), City of, Arkansas 235. Grubbs (AR), City of, Arkansas 236. Guion (AR), City of, Arkansas 237. Gum Springs (AR), City of, Arkansas 238. Gurdon (AR), City of, Arkansas 239. Guy (AR), City of, Arkansas 240. Hackett (AR), City of, Arkansas 241. Hamburg (AR), City of, Arkansas 242. Hampton (AR), City of, Arkansas 243. Hardy (AR), City of, Arkansas 244. Harrell (AR), City of, Arkansas 245. Harrisburg (AR), City of, Arkansas 246. Harrison (AR), City of, Arkansas 247. Hartford (AR), City of, Arkansas 248. Hartman (AR), City of, Arkansas 249. Haskell (AR), City of, Arkansas 250. Hatfield (AR), City of, Arkansas 251. Havana (AR), City of, Arkansas 252. Haynes (AR), City of, Arkansas 253. Hazen (AR), City of, Arkansas 254. Heber Springs (AR), City of, Arkansas 255. Hector (AR), City of, Arkansas 256. Helena - West Helena (AR), City of, Arkansas 257. Hempstead (AR), County of, Arkansas 258. Hermitage (AR), City of, Arkansas 259. Hickory Ridge (AR), City of, Arkansas 260. Higden (AR), City of, Arkansas 261. Higginson (AR), City of, Arkansas 262. Highfill (AR), City of, Arkansas 263. Highland (AR), City of, Arkansas 264. Hindsville (AR), City of, Arkansas 265. Holland (AR), City of, Arkansas 266. Holly Grove (AR), City of, Arkansas 267. Hope (AR), City of, Arkansas 268. Horatio (AR), City of, Arkansas 269. Horseshoe Bend (AR), City of, Arkansas 270. Horseshoe Lake (AR), City of, Arkansas 271. Hot Spring (AR), County of, Arkansas 272. Hot Springs (AR), City of, Arkansas 273. Houston (AR), City of, Arkansas 274. Howard (AR), County of, Arkansas 275. Hoxie (AR), City of, Arkansas 276. Hughes (AR), City of, Arkansas 277. Humnoke (AR), City of, Arkansas 278. Humphrey (AR), City of, Arkansas 279. Hunter (AR), City of, Arkansas 280. Huntington (AR), City of, Arkansas 281. Huntsville (AR), City of, Arkansas 282. Huttig (AR), City of, Arkansas 283. Imboden (AR), City of, Arkansas 284. Independence (AR), County of, Arkansas 285. Izard (AR), County of, Arkansas 286. Jackson (AR), County of, Arkansas 287. Jacksonport (AR), City of, Arkansas 288. Jacksonville (AR), City of, Arkansas 289. Jasper (AR), City of, Arkansas 290. Jefferson (AR), County of, Arkansas 291. Jennette (AR), City of, Arkansas AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-4 292. Jericho (AR), City of, Arkansas 293. Jerome (AR), City of, Arkansas 294. Johnson (AR), City of, Arkansas 295. Johnson (AR), County of, Arkansas 296. Joiner (AR), City of, Arkansas 297. Jonesboro (AR), City of, Arkansas 298. Judsonia (AR), City of, Arkansas 299. Junction City (AR), City of, Arkansas 300. Keiser (AR), City of, Arkansas 301. Kensett (AR), City of, Arkansas 302. Keo (AR), City of, Arkansas 303. Kibler (AR), City of, Arkansas 304. Kingsland (AR), City of, Arkansas 305. Knobel (AR), City of, Arkansas 306. Knoxville (AR), City of, Arkansas 307. La Grange (AR), City of, Arkansas 308. Lafayette (AR), County of, Arkansas 309. Lafe (AR), City of, Arkansas 310. Lake City (AR), City of, Arkansas 311. Lake View (AR), City of, Arkansas 312. Lake Village (AR), City of, Arkansas 313. Lakeview (AR), City of, Arkansas 314. Lamar (AR), City of, Arkansas 315. Lavaca (AR), City of, Arkansas 316. Leachville (AR), City of, Arkansas 317. Lead Hill (AR), City of, Arkansas 318. Lee (AR), County of, Arkansas 319. Leola (AR), City of, Arkansas 320. Lepanto (AR), City of, Arkansas 321. Leslie (AR), City of, Arkansas 322. Letona (AR), City of, Arkansas 323. Lewisville (AR), City of, Arkansas 324. Lexa (AR), City of, Arkansas 325. Lincoln (AR), City of, Arkansas 326. Lincoln (AR), County of, Arkansas 327. Little Flock (AR), City of, Arkansas 328. Little River (AR), County of, Arkansas 329. Little Rock (AR), City of, Arkansas 330. Lockesburg (AR), City of, Arkansas 331. Logan (AR), County of, Arkansas 332. London (AR), City of, Arkansas 333. Lonoke (AR), City of, Arkansas 334. Lonoke (AR), County of, Arkansas 335. Lonsdale (AR), City of, Arkansas 336. Louann (AR), City of, Arkansas 337. Lowell (AR), City of, Arkansas 338. Luxora (AR), City of, Arkansas 339. Lynn (AR), City of, Arkansas 340. Madison (AR), City of, Arkansas 341. Madison (AR), County of, Arkansas 342. Magazine (AR), City of, Arkansas 343. Magness (AR), City of, Arkansas 344. Magnolia (AR), City of, Arkansas 345. Malvern (AR), City of, Arkansas 346. Mammoth Spring (AR), City of, Arkansas 347. Manila (AR), City of, Arkansas 348. Mansfield (AR), City of, Arkansas 349. Marianna (AR), City of, Arkansas 350. Marie (AR), City of, Arkansas 351. Marion (AR), City of, Arkansas 352. Marion (AR), County of, Arkansas 353. Marked Tree (AR), City of, Arkansas 354. Marmaduke (AR), City of, Arkansas 355. Marshall (AR), City of, Arkansas 356. Marvell (AR), City of, Arkansas 357. Maumelle (AR), City of, Arkansas 358. Mayflower (AR), City of, Arkansas 359. Maynard (AR), City of, Arkansas 360. McCaskill (AR), City of, Arkansas 361. McRae (AR), City of, Arkansas 362. McCrory (AR), City of, Arkansas 363. McDougal (AR), City of, Arkansas 364. McGehee (AR), City of, Arkansas 365. McNab (AR), City of, Arkansas 366. McNeil (AR), City of, Arkansas 367. Melbourne (AR), City of, Arkansas 368. Mena (AR), City of, Arkansas 369. Menifee (AR), City of, Arkansas 370. Midland (AR), City of, Arkansas 371. Miller (AR), County of, Arkansas 372. Mineral Springs (AR), City of, Arkansas 373. Minturn (AR), City of, Arkansas 374. Mississippi (AR), County of, Arkansas 375. Mitchellville (AR), City of, Arkansas 376. Monette (AR), City of, Arkansas 377. Monroe (AR), County of, Arkansas 378. Montgomery (AR), County of, Arkansas 379. Monticello (AR), City of, Arkansas 380. Montrose (AR), City of, Arkansas 381. Moorefield (AR), City of, Arkansas 382. Moro (AR), City of, Arkansas 383. Morrilton (AR), City of, Arkansas 384. Morrison Bluff (AR), City of, Arkansas 385. Mount Ida (AR), City of, Arkansas 386. Mount Pleasant (AR), City of, Arkansas 387. Mount Vernon (AR), City of, Arkansas 388. Mountain Home (AR), City of, Arkansas 389. Mountain Pine (AR), City of, Arkansas 390. Mountain View (AR), City of, Arkansas 391. Mountainburg (AR), City of, Arkansas 392. Mulberry (AR), City of, Arkansas 393. Murfreesboro (AR), City of, Arkansas 394. Nashville (AR), City of, Arkansas 395. Nevada (AR), County of, Arkansas 396. Newark (AR), City of, Arkansas 397. Newport (AR), City of, Arkansas AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-5 398. Newton (AR), County of, Arkansas 399. Nimmons (AR), City of, Arkansas 400. Norfork (AR), City of, Arkansas 401. Norman (AR), City of, Arkansas 402. Norphlet (AR), City of, Arkansas 403. North Little Rock (AR), City of, Arkansas 404. Oak Grove (AR), City of, Arkansas 405. Oak Grove Heights (AR), City of, Arkansas 406. Oakhaven (AR), City of, Arkansas 407. Oden (AR), City of, Arkansas 408. Ogden (AR), City of, Arkansas 409. Oil Trough (AR), City of, Arkansas 410. O'Kean (AR), City of, Arkansas 411. Okolona (AR), City of, Arkansas 412. Ola (AR), City of, Arkansas 413. Omaha (AR), City of, Arkansas 414. Oppelo (AR), City of, Arkansas 415. Osceola (AR), City of, Arkansas 416. Ouachita (AR), County of, Arkansas 417. Oxford (AR), City of, Arkansas 418. Ozan (AR), City of, Arkansas 419. Ozark (AR), City of, Arkansas 420. Palestine (AR), City of, Arkansas 421. Pangburn (AR), City of, Arkansas 422. Paragould (AR), City of, Arkansas 423. Paris (AR), City of, Arkansas 424. Parkdale (AR), City of, Arkansas 425. Parkin (AR), City of, Arkansas 426. Patmos (AR), City of, Arkansas 427. Patterson (AR), City of, Arkansas 428. Pea Ridge (AR), City of, Arkansas 429. Peach Orchard (AR), City of, Arkansas 430. Perla (AR), City of, Arkansas 431. Perry (AR), City of, Arkansas 432. Perry (AR), County of, Arkansas 433. Perrytown (AR), City of, Arkansas 434. Perryville (AR), City of, Arkansas 435. Phillips (AR), County of, Arkansas 436. Piggott (AR), City of, Arkansas 437. Pike (AR), County of, Arkansas 438. Pindall (AR), City of, Arkansas 439. Pine Bluff (AR), City of, Arkansas 440. Pineville (AR), City of, Arkansas 441. Plainview (AR), City of, Arkansas 442. Pleasant Plains (AR), City of, Arkansas 443. Plumerville (AR), City of, Arkansas 444. Pocahontas (AR), City of, Arkansas 445. Poinsett (AR), County of, Arkansas 446. Polk (AR), County of, Arkansas 447. Pollard (AR), City of, Arkansas 448. Pope (AR), County of, Arkansas 449. Portia (AR), City of, Arkansas 450. Portland (AR), City of, Arkansas 451. Pottsville (AR), City of, Arkansas 452. Powhatan (AR), City of, Arkansas 453. Poyen (AR), City of, Arkansas 454. Prairie (AR), County of, Arkansas 455. Prairie Grove (AR), City of, Arkansas 456. Prattsville (AR), City of, Arkansas 457. Prescott (AR), City of, Arkansas 458. Pulaski (AR), County of, Arkansas 459. Pyatt (AR), City of, Arkansas 460. Quitman (AR), City of, Arkansas 461. Randolph (AR), County of, Arkansas 462. Ratcliff (AR), City of, Arkansas 463. Ravenden (AR), City of, Arkansas 464. Ravenden Springs (AR), City of, Arkansas 465. Rector (AR), City of, Arkansas 466. Redfield (AR), City of, Arkansas 467. Reed (AR), City of, Arkansas 468. Reyno (AR), City of, Arkansas 469. Rison (AR), City of, Arkansas 470. Rockport (AR), City of, Arkansas 471. Roe (AR), City of, Arkansas 472. Rogers (AR), City of, Arkansas 473. Rondo (AR), City of, Arkansas 474. Rose Bud (AR), City of, Arkansas 475. Rosston (AR), City of, Arkansas 476. Rudy (AR), City of, Arkansas 477. Russell (AR), City of, Arkansas 478. Russellville (AR), City of, Arkansas 479. Salem (AR), City of, Arkansas 480. Salesville (AR), City of, Arkansas 481. Saline (AR), County of, Arkansas 482. Scott (AR), County of, Arkansas 483. Scranton (AR), City of, Arkansas 484. Searcy (AR), City of, Arkansas 485. Searcy (AR), County of, Arkansas 486. Sebastian (AR), County of, Arkansas 487. Sedgwick (AR), City of, Arkansas 488. Sevier (AR), County of, Arkansas 489. Shannon Hills (AR), City of, Arkansas 490. Sharp (AR), County of, Arkansas 491. Sheridan (AR), City of, Arkansas 492. Sherrill (AR), City of, Arkansas 493. Sherwood (AR), City of, Arkansas 494. Shirley (AR), City of, Arkansas 495. Sidney (AR), City of, Arkansas 496. Siloam Springs (AR), City of, Arkansas 497. Smackover (AR), City of, Arkansas 498. Smithville (AR), City of, Arkansas 499. South Lead Hill (AR), City of, Arkansas 500. Sparkman (AR), City of, Arkansas 501. Springdale (AR), City of, Arkansas 502. Springtown (AR), City of, Arkansas AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-6 503. St. Charles (AR), City of, Arkansas 504. St. Francis (AR), City of, Arkansas 505. St. Francis (AR), County of, Arkansas 506. St. Joe (AR), City of, Arkansas 507. St. Paul (AR), City of, Arkansas 508. Stamps (AR), City of, Arkansas 509. Star City (AR), City of, Arkansas 510. Stephens (AR), City of, Arkansas 511. Stone (AR), County of, Arkansas 512. Strawberry (AR), City of, Arkansas 513. Strong (AR), City of, Arkansas 514. Stuttgart (AR), City of, Arkansas 515. Subiaco (AR), City of, Arkansas 516. Success (AR), City of, Arkansas 517. Sulphur Rock (AR), City of, Arkansas 518. Sulphur Springs (AR), City of, Arkansas 519. Summit (AR), City of, Arkansas 520. Sunset (AR), City of, Arkansas 521. Swifton (AR), City of, Arkansas 522. Taylor (AR), City of, Arkansas 523. Texarkana (AR), City of, Arkansas 524. Thornton (AR), City of, Arkansas 525. Tillar (AR), City of, Arkansas 526. Tinsman (AR), City of, Arkansas 527. Tollette (AR), City of, Arkansas 528. Tontitown (AR), City of, Arkansas 529. Traskwood (AR), City of, Arkansas 530. Trumann (AR), City of, Arkansas 531. Tuckerman (AR), City of, Arkansas 532. Tull (AR), City of, Arkansas 533. Tupelo (AR), City of, Arkansas 534. Turrell (AR), City of, Arkansas 535. Twin Groves (AR), City of, Arkansas 536. Tyronza (AR), City of, Arkansas 537. Ulm (AR), City of, Arkansas 538. Union (AR), County of, Arkansas 539. Valley Springs (AR), City of, Arkansas 540. Van Buren (AR), City of, Arkansas 541. Van Buren (AR), County of, Arkansas 542. Vandervoort (AR), City of, Arkansas 543. Victoria (AR), City of, Arkansas 544. Vilonia (AR), City of, Arkansas 545. Viola (AR), City of, Arkansas 546. Wabbaseka (AR), City of, Arkansas 547. Waldenburg (AR), City of, Arkansas 548. Waldo (AR), City of, Arkansas 549. Waldron (AR), City of, Arkansas 550. Walnut Ridge (AR), City of, Arkansas 551. Ward (AR), City of, Arkansas 552. Warren (AR), City of, Arkansas 553. Washington (AR), City of, Arkansas 554. Washington (AR), County of, Arkansas 555. Watson (AR), City of, Arkansas 556. Weiner (AR), City of, Arkansas 557. Weldon (AR), City of, Arkansas 558. West Fork (AR), City of, Arkansas 559. West Memphis (AR), City of, Arkansas 560. West Point (AR), City of, Arkansas 561. Western Grove (AR), City of, Arkansas 562. Wheatley (AR), City of, Arkansas 563. Whelen Springs (AR), City of, Arkansas 564. White (AR), County of, Arkansas 565. White Hall (AR), City of, Arkansas 566. Wickes (AR), City of, Arkansas 567. Widener (AR), City of, Arkansas 568. Wiederkehr Village (AR), City of, Arkansas 569. Williford (AR), City of, Arkansas 570. Willisville (AR), City of, Arkansas 571. Wilmar (AR), City of, Arkansas 572. Wilmot (AR), City of, Arkansas 573. Wilson (AR), City of, Arkansas 574. Wilton (AR), City of, Arkansas 575. Winchester (AR), City of, Arkansas 576. Winslow (AR), City of, Arkansas 577. Winthrop (AR), City of, Arkansas 578. Woodruff (AR), County of, Arkansas 579. Wooster (AR), City of, Arkansas 580. Wrightsville (AR), City of, Arkansas 581. Wynne (AR), City of, Arkansas 582. Yell (AR), County of, Arkansas 583. Yellville (AR), City of, Arkansas 584. Zinc (AR), City of, Arkansas 585. Alameda (CA), County of, California 586. Amador (CA), County of, California 587. Anaheim (CA), City of, California 588. Butte (CA), County of, California 589. Calaveras (CA), County of, California 590. Chico (CA), City of, California 591. Chula Vista (CA), City of, California 592. Clearlake (CA), City of, California 593. Contra Costa (CA), County of, California 594. Costa Mesa (CA), City of, California 595. Del Norte (CA), County of, California 596. Downey Unified School District (CA), California 597. Dublin (CA), City of, California 598. El Dorado (CA), County of, California 599. El Monte (CA), City of, California 600. Elk Grove Unified School District (CA), California 601. Encinitas (CA), City of, California 602. Eureka (CA), City of, California 603. Fresno (CA), County of, California 604. Fullerton (CA), City of, California 605. Glenn (CA), County of, California AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-7 606. Health Plan of San Joaquin (CA), California 607. Humboldt (CA), County of, California 608. Huntington Beach (CA), City of, California 609. Imperial (CA), County of, California 610. Inland Empire Health Plan (CA), California 611. Inyo (CA), County of, California 612. Irvine (CA), City of, California 613. Kern (CA), County of, California 614. Kern High School District (CA), California 615. La Habra (CA), City of, California 616. La Mesa (CA), City of, California 617. Laguna Beach (CA), City of, California 618. Lakeport (CA), City of, California 619. Lassen (CA), County of, California 620. Los Angeles (CA), City of, California 621. Los Angeles County o/a L.A. Care Health Plan (CA), Local Initiative Health Authority 622. Madera (CA), County of, California 623. Marin (CA), County of, California 624. Mariposa (CA), County of, California 625. Mendocino (CA), County of, California 626. Merced (CA), County of, California 627. Modoc (CA), County of, California 628. Mono (CA), County of, California 629. Monterey (CA), County of, California 630. Montezuma (CA), Fire Protection District, California 631. Murrieta (CA), City of, California 632. Napa (CA), County of, California 633. Nevada (CA), County of, California 634. Oxnard (CA), City of, California 635. Placentia (CA), City of, California 636. Placer (CA), County of, California 637. Pleasant Valley (CA), School District Board of Education, California 638. Plumas (CA), County of, California 639. Riverside (CA), County of, California 640. Sacramento (CA), City of, California 641. Sacramento (CA), County of, California 642. San Benito (CA), County of, California 643. San Bernardino (CA), County of, California 644. San Clemente (CA), City of, California 645. San Diego (CA), City of, California 646. San Diego (CA), County of, California 647. San Francisco (CA), City of, California 648. San Joaquin (CA), County of, California 649. San Jose (CA), City of, California 650. San Luis Obispo (CA), County of, California 651. San Mateo (CA), County of, California 652. Santa Ana (CA), City of, California 653. Santa Barbara (CA), County of, California 654. Santa Barbara San Luis Obispo Regional Heath Authority, d/b/a Central Hospital (CA), California 655. Santa Cruz (CA), County of, California 656. Shasta (CA), County of, California 657. Siskiyou (CA), County of, California 658. Sonoma (CA), County of, California 659. Stockton (CA), City of, California 660. Sutter (CA), County of, California 661. Tehama (CA), County of, California 662. Trinity (CA), County of, California 663. Tulare (CA), County of, California 664. Tuolumne (CA), County of, California 665. Ventura (CA), County of, California 666. Ventura County Medi-Cal Managed Care Commission d/b/a Gold Coast Health Plan (CA), California 667. Westminster (CA), City of, California 668. Yolo (CA), County of, California 669. Yuba (CA), County of, California 670. Adams (CO), County of (Board of Commissioners), Colorado 671. Alamosa (CO), City of, Colorado 672. Alamosa (CO), County of, Colorado 673. Arapahoe (CO), County of (Board of Commissioners), Colorado 674. Aurora (CO), City of, Colorado 675. Black Hawk (CO), City of, Colorado 676. Boulder (CO), County of (Board of Commissioners), Colorado 677. Brighton (CO), City of, Colorado 678. Broomfield (CO), City of, Colorado 679. Chaffee (CO), County of, Colorado 680. Commerce City (CO), City of, Colorado 681. Conejos (CO), County of, Colorado 682. Crowley (CO), County of, Colorado 683. Denver (CO), City of, Colorado 684. Federal Heights (CO), City of, Colorado 685. Fremont (CO), County of (Board of Commissioners), Colorado 686. Greeley (CO), City of, Colorado 687. Hudson (CO), City of, Colorado 688. Huerfano (CO), County of, Colorado 689. Jefferson (CO), County of (Board of Commissioners), Colorado 690. Lakewood (CO), City of, Colorado 691. Larimer (CO), County of (Board of Commissioners), Colorado 692. Las Animas (CO), County of, Colorado 693. Mesa (CO), County of (Board of Commissioners), Colorado AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-8 694. Mesa County Valley School District 51 (CO), Colorado 695. Northglenn (CO), City of, Colorado 696. Otero (CO), County of, Colorado 697. Pueblo (CO), County of, Colorado 698. Sheridan (CO), City of, Colorado 699. Teller (CO), County of (Board of Commissioners), Colorado 700. Thornton (CO), City of, Colorado 701. Tri-County Health Department (CO), Colorado 702. Westminster (CO), City of, Colorado 703. Wheat Ridge (CO), City of, Colorado 704. Ansonia (CT), City of, Connecticut 705. Beacon Falls (CT), Town of, Connecticut 706. Berlin (CT), Town of, Connecticut 707. Bethlehem (CT), Town of, Connecticut 708. Bridgeport (CT), City of, Connecticut 709. Bristol (CT), City of, Connecticut 710. Coventry (CT), Town of, Connecticut 711. Danbury (CT), City of, Connecticut 712. Derby (CT), City of, Connecticut 713. East Hartford (CT), Town of, Connecticut 714. Enfield (CT), Town of, Connecticut 715. Fairfield (CT), Town of, Connecticut 716. Middlebury (CT), Town of, Connecticut 717. Middletown (CT), City of, Connecticut 718. Milford (CT), City of, Connecticut 719. Monroe (CT), Town of, Connecticut 720. Naugatuck (CT), Borough of, Connecticut 721. New Britain (CT), City of, Connecticut 722. New Haven (CT), City of, Connecticut 723. New London (CT), City of, Connecticut 724. New Milford (CT), Town of, Connecticut 725. Newtown (CT), Town of, Connecticut 726. North Haven (CT), Town of, Connecticut 727. Norwalk (CT), City of, Connecticut 728. Norwich (CT), City of, Connecticut 729. Oxford (CT), Town of, Connecticut 730. Prospect (CT), Town of, Connecticut 731. Roxbury (CT), Town of, Connecticut 732. Seymour (CT), Town of, Connecticut 733. Shelton (CT), City of, Connecticut 734. Southbury (CT), Town of, Connecticut 735. Southington (CT), Town of, Connecticut 736. Stratford (CT), Town of, Connecticut 737. Thomaston (CT), Town of, Connecticut 738. Tolland (CT), Town of, Connecticut 739. Torrington (CT), City of, Connecticut 740. Wallingford (CT), Town of, Connecticut 741. Waterbury (CT), City of, Connecticut 742. West Haven (CT), City of, Connecticut 743. Wethersfield (CT), Town of, Connecticut 744. Windham (CT), Town of, Connecticut 745. Wolcott (CT), Town of, Connecticut 746. Woodbury (CT), Town of, Connecticut 747. Dover (DE), City of, Delaware 748. Kent (DE), County of, Delaware 749. Seaford (DE), City of, Delaware 750. Sussex (DE), County of, Delaware 751. Alachua (FL), County of, Florida 752. Apopka (FL), City of, Florida 753. Bay (FL), County of, Florida 754. Bradenton (FL), City of, Florida 755. Bradford (FL), County of, Florida 756. Brevard (FL), County of, Florida 757. Broward (FL), County of, Florida 758. Calhoun (FL), County of, Florida 759. Clay (FL), County of, Florida 760. Clearwater (FL), City of, Florida 761. Coconut Creek (FL), City of, Florida 762. Coral Gables (FL), City of, Florida 763. Coral Springs (FL), City of, Florida 764. Daytona Beach (FL), City of, Florida 765. Daytona Beach Shores (FL), City of, Florida 766. Deerfield Beach (FL), City of, Florida 767. Delray Beach (FL), City of, Florida 768. Deltona (FL), City of, Florida 769. Dixie (FL), County of, Florida 770. Eatonville (FL), Town of, Florida 771. Escambia (FL), County of, Florida 772. Florida City (FL), City of, Florida 773. Fort Lauderdale (FL), City of, Florida 774. Fort Pierce (FL), City of, Florida 775. Gilchrist (FL), County of, Florida 776. Gulf (FL), County of, Florida 777. Halifax Hospital Medical Center (FL), Florida 778. Hallandale Beach (FL), City of, Florida 779. Hamilton (FL), County of, Florida 780. Hernando (FL), County of, Florida 781. Hillsborough (FL), County of, Florida 782. Holmes (FL), County of, Florida 783. Homestead (FL), City of, Florida 784. Jackson (FL), County of, Florida 785. Jacksonville (FL), City of, Florida 786. Lake (FL), County of, Florida 787. Lauderhill (FL), City of, Florida 788. Lee (FL), County of, Florida 789. Lee Memorial Health System, d/b/a Lee Health (FL), Florida 790. Leon (FL), County of, Florida 791. Levy (FL), County of, Florida 792. Lynn Haven (FL), City of, Florida 793. Manatee (FL), County of, Florida AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-9 794. Marion (FL), County of, Florida 795. Miami (FL), City of, Florida 796. Miami Gardens (FL), City of, Florida 797. Miami-Dade (FL), County of, Florida 798. Miami-Dade (FL), School Board of, Florida 799. Miramar (FL), City of, Florida 800. Monroe (FL), County of (County Commission), Florida 801. New Port Richey (FL), City of, Florida 802. Niceville, City of (FL), Florida 803. North Broward Hospital District (FL), Florida 804. North Miami (FL), City of, Florida 805. Ocala (FL), City of, Florida 806. Ocoee (FL), City of, Florida 807. Okaloosa (FL), County of, Florida 808. Orange (FL), County of, Florida 809. Orlando (FL), City of, Florida 810. Ormond Beach (FL), City of, Florida 811. Osceola (FL), County of, Florida 812. Oviedo (FL), City of, Florida 813. Palatka (FL), City of, Florida 814. Palm Bay (FL), City of, Florida 815. Palm Beach (FL), County of, Florida 816. Palmetto (FL), City of, Florida 817. Panama City (FL), City of, Florida 818. Pasco (FL), County of, Florida 819. Pembroke Pines (FL), City of, Florida 820. Pensacola (FL), City of, Florida 821. Pinellas (FL), County of, Florida 822. Pinellas Park (FL), City of, Florida 823. Polk (FL), County of, Florida 824. Pompano Beach (FL), City of, Florida 825. Port St. Lucie (FL), City of, Florida 826. Putnam (FL), County of, Florida 827. Sanford (FL), City of, Florida 828. Santa Rosa (FL), County of, Florida 829. Sarasota (FL), City of, Florida 830. Sarasota (FL), County of, Florida 831. Sarasota County Public Hospital District d/b/a Memorial Healthcare System, Inc. (FL), Florida 832. Seminole (FL), County of, Florida 833. St. Augustine (FL), City of, Florida 834. St. Johns (FL), County of, Florida 835. St. Lucie (FL), County of, Florida 836. St. Petersburg (FL), City of, Florida 837. Stuart (FL), City of, Florida 838. Suwannee (FL), County of, Florida 839. Sweetwater (FL), City of, Florida 840. Tallahassee (FL), City of, Florida 841. Tampa (FL), City of, Florida 842. Taylor (FL), County of, Florida 843. Union (FL), County of, Florida 844. Volusia (FL), County of, Florida 845. Walton (FL), County of, Florida 846. Washington (FL), County of, Florida 847. West Volusia Hospital Authority (FL), Florida 848. Adel (GA), City of, Georgia 849. Advantage Behavioral Health Systems (GA), Georgia 850. Albany (GA), City of, Georgia 851. Albany Area Community Service Board d/b/a Aspire Behavioral Health & Developmental Disability Services (GA), Georgia 852. Alma (GA), City of, Georgia 853. Appling (GA), County of, Georgia 854. Appling (GA), County of (County Sheriff Mark Melton), Georgia 855. Arlington (GA), City of, Georgia 856. Ashburn (GA), City of, Georgia 857. Athens-Clarke County (GA), The Unified Government of, Georgia 858. Atkinson (GA), County of, Georgia 859. Atlanta (GA), City of, Georgia 860. Augusta (GA), City of; Augusta (GA), County of, Georgia 861. Bacon (GA), County of, Georgia 862. Bacon County Hospital Foundation, Inc. (GA), Georgia 863. Bainbridge (GA), City of, Georgia 864. Baldwin (GA), County of (Sheriff William C. Massee, Jr.), Georgia 865. Banks (GA), County of, Georgia 866. Bartow (GA), County of, Georgia 867. Ben Hill (GA), County of, Georgia 868. Berrien (GA), County of, Georgia 869. Bibb (GA), County of (Sheriff David J. Davis), Georgia 870. Bibb County School District (GA), Georgia 871. Blackshear (GA), City of, Georgia 872. Blakely (GA), City of, Georgia 873. Brantley (GA), County of, Georgia 874. Brooks (GA), County of, Georgia 875. Brunswick (GA), City of, Georgia 876. Bulloch (GA), County of, Georgia 877. Burke (GA), County of, Georgia 878. Butts (GA), County of, Georgia 879. Calhoun (GA), City of, Georgia 880. Camden (GA), County of, Georgia 881. Candler (GA), County of, Georgia 882. Candler County (GA), Hospital Authority, Georgia AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-10 883. Carroll (GA), County of, Georgia 884. Cartersville (GA), City of, Georgia 885. Catoosa (GA), County of, Georgia 886. Charlton (GA), County of, Georgia 887. Chatham (GA), County of, Georgia 888. Chatham County Hospital Authority (GA), Georgia 889. Chatsworth (GA), City of, Georgia 890. Chattooga (GA), County of, Georgia 891. Cherokee (GA), County of, Georgia 892. Clay (GA), County of, Georgia 893. Clayton (GA), County of, Georgia 894. Clayton Community MH/SA/DS Service Board (GA), Georgia 895. Clinch (GA), County of, Georgia 896. Clinch County (GA) Hospital Authority, Georgia 897. Cobb (GA) County of, Georgia 898. Cobb County Community Service Board (GA), Georgia 899. Coffee (GA), County of (Sheriff Doyle T. Wooten), Georgia 900. Colquitt (GA), County of, Georgia 901. Columbia (GA), County of, Georgia 902. Columbus (GA), City of, Georgia 903. Community Mental Health Center of East Central Georgia d/b/a Serenity Behavioral Health Systems (GA), Georgia 904. Community Service Board of Middle Georgia (GA), Georgia 905. Cook (GA), County of, Georgia 906. Crawford (GA), County of (Sheriff Lewis S. Walker), Georgia 907. Crisp (GA), County of, Georgia 908. Crisp (GA), County of (Sheriff H.W. Hancock), Georgia 909. Dade (GA), County of, Georgia 910. Damascus (GA), City of, Georgia 911. Dawson (GA), City of, Georgia 912. Dawson (GA), County of, Georgia 913. Dawsonville (GA), City of, Georgia 914. Decatur (GA), County of, Georgia 915. DeKalb (GA) County of, Georgia 916. Demorest (GA), City of, Georgia 917. Dodge County Hospital Authority d/b/a Dodge County Hospital (GA), Georgia 918. Dooly (GA), County of, Georgia 919. Doraville (GA), City of, Georgia 920. Dougherty (GA), County of, Georgia 921. Douglas (GA), County of, Georgia 922. Dunwoody (GA), City of, Georgia 923. Early (GA), County of, Georgia 924. Echols (GA), County of, Georgia 925. Effingham (GA), County of, Georgia 926. Elbert (GA), County of, Georgia 927. Emanuel (GA), County of, Georgia 928. Evans (GA), County of, Georgia 929. Evans Memorial Hospital, Inc. (GA), Georgia 930. Fannin (GA), County of, Georgia 931. Fayette (GA), County of, Georgia 932. Fitzgerald (GA), City of, Georgia 933. Floyd (GA), County of, Georgia 934. Forsyth (GA), County of, Georgia 935. Fulton (GA), County of, Georgia 936. Gainesville (GA), City of, Georgia 937. Gateway Community Service Board (GA), Georgia 938. Georgia Mountains Community Services d/b/a Avita Community Partners (GA), Georgia 939. Georgia Pines Community Service Board (GA), Georgia 940. Glascock (GA), County of, Georgia 941. Glynn (GA), County of, Georgia 942. Glynn (GA), County of (Sheriff E. Neal Jump), Georgia 943. Gordon (GA), County of, Georgia 944. Grady (GA), County of, Georgia 945. Greene (GA), County of, Georgia 946. Gwinnett (GA), County of, Georgia 947. Habersham (GA), County of, Georgia 948. Habersham County Medical Center (GA), Georgia 949. Hall (GA), County of, Georgia 950. Hancock (GA), County of, Georgia 951. Harris (GA), County of (Sheriff Mike Jolley), Georgia 952. Heard (GA), County of, Georgia 953. Helen (GA), City of, Georgia 954. Henry (GA), County of, Georgia 955. Highland Rivers Community Service Board d/b/a Highland Rivers Health (GA), Georgia 956. Hospital Authority of Bainbridge and Decatur County (GA), Georgia 957. Hospital Authority of Baxley and Appling County (GA), Georgia 958. Hospital Authority of Bleckley County (GA) d/b/a Bleckley Memorial Hospital, Georgia 959. Houston (GA), County of, Georgia 960. Houston (GA), County of (Sheriff Cullen Talton), Georgia 961. Irwin (GA), County of, Georgia 962. Jackson (GA), City of, Georgia AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-11 963. Jackson (GA), County of, Georgia 964. Jasper (GA), County of, Georgia 965. Jeff Davis (GA), County of, Georgia 966. Jeff Davis (GA), County of (Sheriff Preston Bohannon), Georgia 967. Jefferson (GA), County of, Georgia 968. Johnson (GA), County of, Georgia 969. Jones (GA), County of, Georgia 970. Jones (GA), County of (Sheriff R.N. Butch Reece), Georgia 971. Lakeland (GA), City of, Georgia 972. Lanier (GA), County of, Georgia 973. Laurens (GA), County of, Georgia 974. Laurens (GA), County of (Sheriff Larry H. Dean), Georgia 975. Lee (GA), County of, Georgia 976. Liberty (GA), County of, Georgia 977. Lincoln (GA), County of, Georgia 978. Long (GA), County of, Georgia 979. Lookout Mountain Community Service Board (GA), Georgia 980. Lowndes (GA), County of, Georgia 981. Lumpkin (GA), County of, Georgia 982. Macon (GA), County of, Georgia 983. Macon-Bibb County (GA), Unified Government of, Georgia 984. Madison (GA), County of, Georgia 985. Marietta (GA), City of, Georgia 986. McDonough (GA), City of, Georgia 987. McDuffie (GA), County of, Georgia 988. McIntosh (GA), County of, Georgia 989. Meriwether (GA), County of, Georgia 990. Meriwether (GA), County of (Sheriff Chuck Smith), Georgia 991. Middle Flint Area Community Service Board d/b/a Middle Flint Behavioral Healthcare (GA), Georgia 992. Milledgeville (GA), City of, Georgia 993. Monroe (GA), County of, Georgia 994. Montgomery (GA), County of, Georgia 995. Moultrie (GA), City of, Georgia 996. Murray (GA), County of, Georgia 997. Murray (GA), County of (Sheriff Gary Langford), Georgia 998. Nashville (GA), City of, Georgia 999. New Horizons Community Service Board (GA), Georgia 1000. Newton (GA), County of, Georgia 1001. Oconee (GA), County of, Georgia 1002. Oconee (GA), County of (Sheriff Scott R. Berry), Georgia 1003. Oglethorpe (GA), County of, Georgia 1004. Peach (GA), County of, Georgia 1005. Peach (GA), County of (Sheriff Terry Deese), Georgia 1006. Pierce (GA), County of, Georgia 1007. Pierce (GA), County of (Sheriff Ramsey Bennett), Georgia 1008. Pike (GA), County of, Georgia 1009. Pineland Behavioral Health and Developmental Disabilities CSB (GA), Georgia 1010. Polk (GA), County of, Georgia 1011. Pooler (GA), City of, Georgia 1012. Pulaski (GA), County of, Georgia 1013. Rabun (GA), County of, Georgia 1014. Randolph (GA), County of, Georgia 1015. Richmond Hill (GA), City of, Georgia 1016. Ringgold (GA), City of, Georgia 1017. River Edge Behavioral Health (GA), Georgia 1018. Rockdale (GA), County of, Georgia 1019. Rome (GA), City of, Georgia 1020. Sandy Springs (GA), City of, Georgia 1021. Satilla Community Services d/b/a Unison Behavioral Health (GA), Georgia 1022. Savannah (GA), City of, Georgia 1023. Schley (GA), County of, Georgia 1024. Screven (GA), County of, Georgia 1025. Screven (GA), County of (Sheriff Mike Kile), Georgia 1026. Seminole (GA), County of, Georgia 1027. Snellville (GA), City of, Georgia 1028. Spalding (GA), County of, Georgia 1029. Springfield (GA), City of, Georgia 1030. Stephens (GA), County of, Georgia 1031. Sumter (GA), County of, Georgia 1032. Taliaferro (GA), County of, Georgia 1033. Tattnall (GA), County of, Georgia 1034. Telfair (GA), County of, Georgia 1035. Telfair (GA), County of (Sheriff Chris Steverson), Georgia 1036. Tift (GA), County of (Sheriff Gene Scarbrough), Georgia 1037. Tifton (GA), City of, Georgia 1038. Toombs (GA), County of, Georgia 1039. Towns (GA), County of, Georgia 1040. Troup (GA), County of, Georgia 1041. Twiggs (GA), County of, Georgia 1042. Union (GA), County of, Georgia 1043. Valdosta (GA), City of, Georgia 1044. Valdosta and Lowndes County (GA), Hospital Authority of d/b/a South Georgia Medical Center, Georgia 1045. View Point Health Community Service Board (GA), Georgia AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-12 1046. Villa Rica (GA), City of, Georgia 1047. Walton (GA), County of, Georgia 1048. Ware (GA), County of (Sheriff Randy F. Royal), Georgia 1049. Warren (GA), County of, Georgia 1050. Warwick (GA), City of, Georgia 1051. Washington (GA), County of, Georgia 1052. Wayne (GA), County of, Georgia 1053. Wayne (GA), County of (Sheriff John G. Carter), Georgia 1054. Wayne County (GA), Hospital Authority, Georgia 1055. Whitfield (GA), County of, Georgia 1056. Wilcox (GA), County of, Georgia 1057. Wilkes (GA), County of, Georgia 1058. Wilkinson (GA), County of, Georgia 1059. Winder (GA), City of, Georgia 1060. Woodbury (GA), City of, Georgia 1061. Woodstock (GA), City of, Georgia 1062. Worth (GA), County of, Georgia 1063. Kaua'i (HI), County of, Hawaii 1064. Ada (ID), County of, Idaho 1065. Adams (ID), County of, Idaho 1066. Bannock (ID), County of, Idaho 1067. Bingham (ID), County of, Idaho 1068. Blaine (ID), County of, Idaho 1069. Boise (ID), City of, Idaho 1070. Boise (ID), County of, Idaho 1071. Bonneville (ID), County of, Idaho 1072. Camas (ID), County of, Idaho 1073. Canyon (ID), County of, Idaho 1074. Caribou (ID), County of, Idaho 1075. Cassia (ID), County of, Idaho 1076. Chubbuck (ID), City of, Idaho 1077. Elmore (ID), County of, Idaho 1078. Gooding (ID), County of, Idaho 1079. Latah (ID), County of, Idaho 1080. Minidoka (ID), County of, Idaho 1081. Owyhee (ID), County of, Idaho 1082. Payette (ID), County of, Idaho 1083. Pocatello (ID), City of, Idaho 1084. Preston (ID), City of, Idaho 1085. Twin Falls (ID), City of, Idaho 1086. Twin Falls (ID), County of, Idaho 1087. Addison (IL), Village of, Illinois 1088. Alexander (IL), County of, Illinois 1089. Anna (IL), City of, Illinois 1090. Bedford Park (IL), Village of, Illinois 1091. Bellwood (IL), Village of, Illinois 1092. Bensenville (IL), Village of, Illinois 1093. Benton (IL), City of, Illinois 1094. Berkeley (IL), Village of, Illinois 1095. Berwyn (IL), City of, Illinois 1096. Board of Education of East Aurora, School District 131 (IL), Illinois 1097. Board of Education of Joliet Township High School, District 204 (IL), Illinois 1098. Board of Education of Thornton Fractional Township High Schools, District 215 (IL), Illinois 1099. Board of Education of Thornton Township High Schools, District 205 (IL), Illinois 1100. Bolingbrook (IL), Village of, Illinois 1101. Bond (IL), County of, Illinois 1102. Bridgeview (IL), Village of, Illinois 1103. Broadview (IL), Village of, Illinois 1104. Burbank (IL), City of, Illinois 1105. Bureau (IL), County of, Illinois 1106. Calhoun (IL), County of, Illinois 1107. Carbondale (IL), City of, Illinois 1108. Chicago (IL), Board of Education, School District No. 299, Illinois 1109. Chicago (IL), City of, Illinois 1110. Chicago Heights (IL), City of, Illinois 1111. Chicago Ridge (IL), Village of, Illinois 1112. Christian (IL), County of, Illinois 1113. Coles (IL), County of, Illinois 1114. Cook (IL), County of, Illinois 1115. Countryside (IL), City of, Illinois 1116. Dekalb (IL), County of, Illinois 1117. Dolton (IL), Village of, Illinois 1118. DuPage (IL), County of, Illinois 1119. Edwards (IL), County of, Illinois 1120. Effingham (IL), County of, Illinois 1121. Evergreen Park (IL), Village of, Illinois 1122. Forest Park (IL), Village of, Illinois 1123. Franklin (IL), County of, Illinois 1124. Franklin Park (IL), Village of, Illinois 1125. Gallatin (IL), County of, Illinois 1126. Granite City (IL), City of, Illinois 1127. Hamilton (IL), County of, Illinois 1128. Hardin (IL) County of, Illinois 1129. Harrisburg (IL), City of, Illinois 1130. Harvey (IL), City of, Illinois 1131. Harwood Heights (IL), Village of, Illinois 1132. Henry (IL), County of, Illinois 1133. Herrin (IL), City of, Illinois 1134. Hillside (IL), Village of, Illinois 1135. Hodgkins (IL), Village of, Illinois 1136. Hoffman Estates (IL), Village of, Illinois 1137. Jasper (IL), County of, Illinois 1138. Jefferson (IL), County of, Illinois 1139. Jersey (IL), County of, Illinois 1140. Johnson (IL), County of, Illinois 1141. Kane (IL), County of, Illinois 1142. Kankakee (IL), City of, Illinois AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-13 1143. Kendall (IL), County of, Illinois 1144. La Grange Park (IL), Village of, Illinois 1145. Lake (IL), County of, Illinois 1146. Lake (IL), Couty of (Sheriff), Illinois 1147. LaSalle (IL), County of, Illinois 1148. Lawrence (IL), County of, Illinois 1149. Lee (IL), County of, Illinois 1150. Livingston (IL), County of, Illinois 1151. Lyons (IL), Township of, Illinois 1152. Lyons (IL), Village of, Illinois 1153. Macoupin (IL), County of, Illinois 1154. Marion (IL), City of, Illinois 1155. Marion (IL), County of, Illinois 1156. Massac (IL), County of, Illinois 1157. Massac Memorial, LLC d/b/a Massac Memorial Hospital (IL), Illinois 1158. Maywood (IL), Village of, Illinois 1159. McCook (IL), Village of, Illinois 1160. McHenry (IL), County of, Illinois 1161. McLean (IL), County of, Illinois 1162. Melrose Park (IL), Village of, Illinois 1163. Merrionette Park (IL), Village of, Illinois 1164. Metropolis (IL), City of, Illinois 1165. North Riverside (IL), Village of, Illinois 1166. Northlake (IL), City of, Illinois 1167. Oak Lawn (IL), Village of, Illinois 1168. Oak Park (IL), Village of, Illinois 1169. Orland Fire Protection District (IL), Illinois 1170. Orland Park (IL), Village of, Illinois 1171. Palos Heights (IL), City of, Illinois 1172. Palos Hills (IL), City of, Illinois 1173. Pekin (IL), City of, Illinois 1174. Peoria (IL), City of, Illinois 1175. Piatt (IL), County of, Illinois 1176. Posen (IL), Village of, Illinois 1177. Princeton (IL), City of, Illinois 1178. Pulaski (IL), County of, Illinois 1179. River Forest (IL), Village of, Illinois 1180. River Grove (IL), Village of, Illinois 1181. Riverside (IL), Village of, Illinois 1182. Rockford (IL), City of, Illinois 1183. Saline (IL), County of, Illinois 1184. Sangamon (IL), County of, Illinois 1185. Schiller Park (IL), Village of, Illinois 1186. Schuyler (IL), County of, Illinois 1187. Sesser (IL), City of, Illinois 1188. Shelby (IL), County of, Illinois 1189. St. Clair (IL), County of, Illinois 1190. Stone Park (IL), Village of, Illinois 1191. Streator (IL), City of, Illinois 1192. Summit (IL), Village of, Illinois 1193. Tinley Park (IL), Village of, Illinois 1194. Union (IL), County of, Illinois 1195. Wabash (IL), County of, Illinois 1196. Washington (IL), County of, Illinois 1197. Waukegan Community Unit School District (IL), Illinois 1198. West Frankfort (IL), City of, Illinois 1199. West Franklin (IL), County of (Central Dispatch), Illinois 1200. White (IL), County of, Illinois 1201. Will (IL), County of, Illinois 1202. Williamson (IL), County of, Illinois 1203. Winnebago (IL), County of, Illinois 1204. Alexandria (IN), City of, Indiana 1205. Allen (IN), County of (Board of Commissioners), Indiana 1206. Atlanta (IN), Town of, Indiana 1207. Austin (IN), City of, Indiana 1208. Beech Grove (IN), City of, Indiana 1209. Benton (IN), County of, Indiana 1210. Blackford (IN), County of, Indiana 1211. Bloomington (IN), City of, Indiana 1212. Brownstown (IN), Town of, Indiana 1213. Chandler (IN), Town of, Indiana 1214. Connersville (IN), City of, Indiana 1215. Danville (IN), Town of, Indiana 1216. Delaware (IN), County of, Indiana 1217. Elwood (IN), City of, Indiana 1218. Evansville (IN), City of, Indiana 1219. Fayette (IN), County of, Indiana 1220. Fishers (IN), City of, Indiana 1221. Fort Wayne (IN), City of, Indiana 1222. Fort Wayne Community Schools (IN), Indiana 1223. Franklin (IN), City of, Indiana 1224. Franklin (IN), County of (Board of Commissioners), Indiana 1225. Gary (IN), City of, Indiana 1226. Greenwood (IN), City of, Indiana 1227. Hammond (IN), City of, Indiana 1228. Harrison (IN), County of, Indiana 1229. Hartford (IN), City of, Indiana 1230. Howard (IN), County of, Indiana 1231. Huntington (IN), City of, Indiana 1232. Indianapolis (IN), City of, Indiana 1233. Jackson (IN), County of, Indiana 1234. Jasper (IN), City of, Indiana 1235. Jay (IN), County of, Indiana 1236. Jeffersonville (IN), City of, Indiana 1237. Jennings (IN), County of, Indiana 1238. Kokomo (IN), City of, Indiana 1239. Lafayette (IN), City of, Indiana 1240. Lake (IN), County of, Indiana 1241. LaPorte (IN), County of, Indiana 1242. Lawrence (IN), City of, Indiana AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-14 1243. Lawrence (IN), County of, Indiana 1244. Logansport (IN), City of, Indiana 1245. Madison (IN), City of, Indiana 1246. Madison (IN), County of, Indiana 1247. Marion (IN), County of, Indiana 1248. Marshall (IN), County of, Indiana 1249. Martinsville (IN), City of, Indiana 1250. Mishawaka (IN), City of, Indiana 1251. Monroe (IN), County of, Indiana 1252. Montpelier (IN), City of, Indiana 1253. Mooresville (IN), Town of, Indiana 1254. Morgan (IN), County of, Indiana 1255. Muncie (IN), City of, Indiana 1256. New Albany (IN), City of, Indiana 1257. New Castle (IN), City of, Indiana 1258. Noblesville (IN), City of, Indiana 1259. Orange (IN), County of, Indiana 1260. Pendleton (IN), Town of, Indiana 1261. Penn-Harris-Madison School Corporation (IN), Indiana 1262. Peru (IN), City of, Indiana 1263. Plainfield (IN), Town of, Indiana 1264. Porter (IN), County of, Indiana 1265. Portland (IN), City of, Indiana 1266. Pulaski (IN), County of, Indiana 1267. Richmond (IN), City of, Indiana 1268. Ripley (IN), County of, Indiana 1269. School City of Mishawaka (IN), Indiana 1270. Scott (IN), County of, Indiana 1271. Seymour (IN), City of, Indiana 1272. Shelbyville (IN), City of, Indiana 1273. Sheridan (IN), Town of, Indiana 1274. Smith-Green Community Schools (IN), Indiana 1275. South Bend (IN), City of, Indiana 1276. South Bend Community School Corporation (IN), Indiana 1277. St. Joseph (IN), County of, Indiana 1278. Starke (IN), County of, Indiana 1279. Terre Haute (IN), City of, Indiana 1280. Tippecanoe (IN), County of, Indiana 1281. Upland (IN), Town of, Indiana 1282. Vanderburgh (IN), County of, Indiana 1283. Vigo (IN), County of, Indiana 1284. West Lafayette (IN), City of, Indiana 1285. Westfield (IN) City of, Indiana 1286. Zionsville (IN), Town of, Indiana 1287. Adair (IA), County of, Iowa 1288. Adams (IA), County of, Iowa 1289. Allamakee (IA), County of, Iowa 1290. Appanoose (IA), County of, Iowa 1291. Audubon (IA), County of, Iowa 1292. Benton (IA), County of, Iowa 1293. Black Hawk (IA), County of, Iowa 1294. Bremer (IA), County of, Iowa 1295. Buchanan (IA), County of, Iowa 1296. Buena Vista (IA), County of, Iowa 1297. Calhoun (IA), County of, Iowa 1298. Carroll (IA), County of, Iowa 1299. Cedar (IA), County of, Iowa 1300. Cerro Gordo (IA), County of, Iowa 1301. Cherokee (IA), County of, Iowa 1302. Chickasaw (IA), County of, Iowa 1303. Clay (IA), County of, Iowa 1304. Clayton (IA), County of, Iowa 1305. Clinton (IA), County of, Iowa 1306. Dallas (IA), County of, Iowa 1307. Delaware (IA), County of, Iowa 1308. Des Moines (IA), County of, Iowa 1309. Emmet (IA), County of, Iowa 1310. Fayette (IA), County of, Iowa 1311. Fremont (IA), County of, Iowa 1312. Hamilton (IA), County of, Iowa 1313. Hancock (IA), County of, Iowa 1314. Hardin (IA), County of, Iowa 1315. Harrison (IA), County of, Iowa 1316. Henry (IA), County of, Iowa 1317. Howard (IA), County of, Iowa 1318. Humboldt (IA), County of, Iowa 1319. Ida (IA), County of, Iowa 1320. Jasper (IA), County of, Iowa 1321. Johnson (IA), County of, Iowa 1322. Jones (IA), County of, Iowa 1323. Keokuk (IA), County of, Iowa 1324. Lee (IA), County of, Iowa 1325. Lyon (IA), County of, Iowa 1326. Madison (IA), County of, Iowa 1327. Mahaska (IA), County of, Iowa 1328. Marion (IA), County of, Iowa 1329. Mills (IA), County of, Iowa 1330. Mitchell (IA), County of, Iowa 1331. Monroe (IA), County of, Iowa 1332. Montgomery (IA), County of, Iowa 1333. Muscatine (IA), County of, Iowa 1334. O'Brien (IA), County of, Iowa 1335. Osceola (IA), County of, Iowa 1336. Plymouth (IA), County of, Iowa 1337. Pocahontas (IA), County of, Iowa 1338. Polk (IA), County of, Iowa 1339. Pottawattamie (IA), County of, Iowa 1340. Poweshiek (IA), County of, Iowa 1341. Sac (IA), County of, Iowa 1342. Scott (IA), County of, Iowa 1343. Shelby (IA), County of, Iowa 1344. Sioux (IA), County of, Iowa 1345. Tama (IA), County of, Iowa AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-15 1346. Taylor (IA), County of, Iowa 1347. Union (IA), County of, Iowa 1348. Webster (IA), County of, Iowa 1349. Winnebago (IA), County of, Iowa 1350. Winneshiek (IA), County of, Iowa 1351. Worth (IA), County of, Iowa 1352. Wright (IA), County of, Iowa 1353. Allen (KS), County of (Board of Commissioners), Kansas 1354. Barber (KS), County of (Board of Commissioners), Kansas 1355. Bourbon (KS), County of, Kansas 1356. Cherokee (KS), County of (Board of Commissioners), Kansas 1357. Cowley (KS), County of (Board of Commissioners), Kansas 1358. Crawford (KS), County of (Board of Commissioners), Kansas 1359. Dickinson (KS), County of (Board of County Counselors), Kansas 1360. Elk (KS), County of (Board of Commissioners), Kansas 1361. Elkhart (KS), City of, Kansas 1362. Finney (KS), County of (Board of Commissioners), Kansas 1363. Ford (KS), County of (Board of Commissioners), Kansas 1364. Grant (KS), County of (Board of Commissioners), Kansas 1365. Greenwood (KS), County of (Board of Commissioners), Kansas 1366. Harvey (KS) County of, Kansas 1367. Johnson (KS), County of, Kansas 1368. Leavenworth (KS), County of (Board of Commissioners), Kansas 1369. Manter (KS), City of, Kansas 1370. Meade (KS), County of (Board of Commissioners), Kansas 1371. Montgomery (KS), County of, Kansas 1372. Morton (KS), County of (Board of Commissioners), Kansas 1373. Neosho (KS), County of (Board of Commissioners), Kansas 1374. Overland Park (KS), City of, Kansas 1375. Pratt (KS), County of (Board of Commissioners), Kansas 1376. Reno (KS), County of, Kansas 1377. Sedgwick (KS), County of (Board of Commissioners), Kansas 1378. Seward (KS), County of (Board of Commissioners), Kansas 1379. Shawnee (KS), County of (Board of Commissioners), Kansas 1380. Stanton (KS), County of (Board of Commissioners), Kansas 1381. Ulysses (KS), City of, Kansas 1382. Wabaunsee (KS), County of (Board of Counsellors), Kansas 1383. Wichita (KS), City of, Kansas 1384. Wyandotte County - Kansas City (KS), Unified Government of, Kansas 1385. Adair (KY), County (Fiscal Court), Kentucky 1386. Allen (KY), County of (Fiscal Court), Kentucky 1387. Anderson (KY), County of (Fiscal Court), Kentucky 1388. Ballard (KY), County of (Fiscal Court), Kentucky 1389. Bath (KY), County of (Fiscal Court), Kentucky 1390. Bell (KY), County of (Fiscal Court), Kentucky 1391. Bellefonte (KY), City of, Kentucky 1392. Benham (KY), City of, Kentucky 1393. Board of Education of Breathitt County Public Schools (KY), Kentucky 1394. Board of Education of Bullitt County Public Schools (KY), Kentucky 1395. Board of Education of Estill County Public Schools (KY), Kentucky 1396. Board of Education of Fayette County Public Schools (KY), Kentucky 1397. Board of Education of Harrison County Public Schools (KY), Kentucky 1398. Board of Education of Hart County Public Schools (KY), Kentucky 1399. Board of Education of Jefferson County Public Schools (KY), Kentucky 1400. Board of Education of Johnson County Public School District (KY), Kentucky 1401. Board of Education of LaRue County Public Schools (KY), Kentucky 1402. Board of Education of Lawrence County Public Schools (KY), Kentucky 1403. Board of Education of Martin County Public Schools (KY), Kentucky 1404. Board of Education of Menifee County Public Schools (KY), Kentucky 1405. Board of Education of Owsley County Public Schools (KY), Kentucky 1406. Board of Education of Wolfe County Public Schools (KY), Kentucky 1407. Boone (KY), County of (Fiscal Court), Kentucky AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-16 1408. Bourbon (KY), County of (Fiscal Court), Kentucky 1409. Boyd (KY), County of (Fiscal Court), Kentucky 1410. Boyle (KY), County of (Fiscal Court), Kentucky 1411. Bracken (KY), County of (Fiscal Court), Kentucky 1412. Breathitt (KY), County of (Fiscal Court), Kentucky 1413. Breckinridge (KY), County of (Fiscal Court), Kentucky 1414. Buckhorn (KY), City of, Kentucky 1415. Bullitt (KY), County of (Fiscal Court), Kentucky 1416. Caldwell (KY), County of (Fiscal Court), Kentucky 1417. Calloway (KY), County of (Fiscal Court), Kentucky 1418. Campbell (KY), County of (Fiscal Court), Kentucky 1419. Campbellsville (KY), City of, Kentucky 1420. Carlisle (KY), County of (Fiscal Court), Kentucky 1421. Carter (KY), County of (Fiscal Court), Kentucky 1422. Casey (KY), County of (Fiscal Court), Kentucky 1423. Christian (KY), County of (Fiscal Court), Kentucky 1424. Clark (KY), County of (Fiscal Court), Kentucky 1425. Clay (KY), County of (Fiscal Court), Kentucky 1426. Clinton (KY), County of (Fiscal Court), Kentucky 1427. Columbia (KY), City of, Kentucky 1428. Covington (KY), City of, Kentucky 1429. Cumberland (KY), County of (Fiscal Court), Kentucky 1430. Daviess (KY), County of (Fiscal Court), Kentucky 1431. Edmonson (KY), County of (Fiscal Court), Kentucky 1432. Elliott (KY), County of (Fiscal Court), Kentucky 1433. Estill (KY) County Emergency Medical Services, Kentucky 1434. Estill (KY), County of (Fiscal Court), Kentucky 1435. Fleming (KY), County of (Fiscal Court), Kentucky 1436. Florence (KY), City of, Kentucky 1437. Floyd (KY), County of (Fiscal Court), Kentucky 1438. Franklin (KY), County of (Fiscal Court), Kentucky 1439. Fulton (KY), County of (Fiscal Court), Kentucky 1440. Gallatin (KY), County of (Fiscal Court), Kentucky 1441. Garrard (KY), County of (Fiscal Court), Kentucky 1442. Grant (KY), County of (Fiscal Court), Kentucky 1443. Grayson (KY), City of, Kentucky 1444. Green (KY), County of (Fiscal Court), Kentucky 1445. Greenup (KY), City of, Kentucky 1446. Greenup (KY), County of (Fiscal Court), Kentucky 1447. Hancock (KY), County of (Fiscal Court), Kentucky 1448. Hardin (KY), County of (Fiscal Court), Kentucky 1449. Hardin Memorial Hospital (KY), Kentucky 1450. Harlan (KY), City of, Kentucky 1451. Harlan (KY), County of (Fiscal Court), Kentucky 1452. Harrison (KY), County of (Fiscal Court), Kentucky 1453. Hart (KY), County of (Fiscal Court), Kentucky 1454. Henderson (KY), City of, Kentucky 1455. Henderson (KY), County of (Fiscal Court), Kentucky 1456. Henry (KY), County of (Fiscal Court), Kentucky 1457. Hickman (KY), County of (Fiscal Court), Kentucky 1458. Hillview (KY), City of, Kentucky 1459. Hopkins (KY), County of (Fiscal Court), Kentucky 1460. Hyden (KY), City of, Kentucky 1461. Inez (KY), City of, Kentucky 1462. Jamestown (KY), City of, Kentucky 1463. Jenkins (KY), City of, Kentucky 1464. Jessamine (KY), County of (Fiscal Court), Kentucky 1465. Kenton (KY), County of (Fiscal Court), Kentucky 1466. Kentucky River District Health Department (KY), Kentucky 1467. Knott (KY), County of (Fiscal Court), Kentucky AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-17 1468. Knox (KY), County of (Fiscal Court), Kentucky 1469. Larue (KY), County of (Fiscal Court), Kentucky 1470. Laurel (KY), County of (Fiscal Court), Kentucky 1471. Lawrence (KY), County of (Fiscal Court), Kentucky 1472. Lee (KY), County of (Fiscal Court), Kentucky 1473. Leslie (KY), County of (Fiscal Court), Kentucky 1474. Letcher (KY), County of (Fiscal Court), Kentucky 1475. Lewis (KY), County of (Fiscal Court), Kentucky 1476. Lexington-Fayette County (KY), Urban Government of, Kentucky 1477. Lincoln (KY), County of (Fiscal Court), Kentucky 1478. Logan (KY), County of (Fiscal Court), Kentucky 1479. London (KY), City of, Kentucky 1480. Louisville/Jefferson County (KY), Metro Government of, Kentucky 1481. Loyall (KY), City of, Kentucky 1482. Lynch (KY), City of, Kentucky 1483. Madison (KY), County (Fiscal Court), Kentucky 1484. Manchester (KY), City of, Kentucky 1485. Marshall (KY), County of (Fiscal Court), Kentucky 1486. Martin (KY), County of (Fiscal Court), Kentucky 1487. Mason (KY), County of (Fiscal Court), Kentucky 1488. McCracken (KY), County of (Fiscal Court), Kentucky 1489. McLean (KY), County of (Fiscal Court), Kentucky 1490. Meade (KY), County of (Fiscal Court), Kentucky 1491. Mercer (KY), County of (Fiscal Court), Kentucky 1492. Monroe (KY), County of (Fiscal Court), Kentucky 1493. Montgomery (KY), County of (Fiscal Court), Kentucky 1494. Morehead (KY), City of, Kentucky 1495. Morgan (KY), County of (Fiscal Court), Kentucky 1496. Morganfield (KY), City of, Kentucky 1497. Mt. Washington (KY), City of, Kentucky 1498. Muhlenberg (KY), County of (Fiscal Court), Kentucky 1499. Murray (KY), City of, Kentucky 1500. Nicholas (KY), Count of (Fiscal Court), Kentucky 1501. Ohio (KY), County of (Fiscal Court), Kentucky 1502. Oldham (KY), County of (Fiscal Court), Kentucky 1503. Owen (KY), County of (Fiscal Court), Kentucky 1504. Owensboro (KY), City of, Kentucky 1505. Owsley (KY), County of (Fiscal Court), Kentucky 1506. Paducah (KY), City of, Kentucky 1507. Paintsville (KY), City of, Kentucky 1508. Pendleton (KY), County (Fiscal Court), Kentucky 1509. Perry (KY), County of (Fiscal Court), Kentucky 1510. Pike (KY), County of, Kentucky 1511. Pineville (KY), City of, Kentucky 1512. Pippa Passes (KY), City of, Kentucky 1513. Powell (KY), County of (Fiscal Court), Kentucky 1514. Prestonsburg (KY), City of, Kentucky 1515. Pulaski (KY), County of (Fiscal Court), Kentucky 1516. Rowan (KY), County of (Fiscal Court), Kentucky 1517. Russell (KY), City of, Kentucky 1518. Russell (KY), County of (Fiscal Court), Kentucky 1519. Russell Springs (KY), City of, Kentucky 1520. Scott (KY), County of (Fiscal Court), Kentucky 1521. Shelby (KY), County of (Fiscal Court), Kentucky 1522. Shepherdsville (KY), City of, Kentucky 1523. South Shore (KY), City of, Kentucky 1524. Spencer (KY), County of (Fiscal Court), Kentucky 1525. Taylor (KY), County of (Fiscal Court), Kentucky 1526. Taylor County Hospital District Health Facilities Corporation (KY), Kentucky 1527. Todd (KY), County of (Fiscal Court), Kentucky 1528. Union (KY), County of (Fiscal Court), Kentucky 1529. Vanceburg (KY), City of, Kentucky 1530. Warfield (KY), City of, Kentucky 1531. Warren (KY), County of, Kentucky AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-18 1532. Wayne (KY), County of (Fiscal Court), Kentucky 1533. Webster (KY), County of (Fiscal Court), Kentucky 1534. West Liberty (KY), City of, Kentucky 1535. Whitesburg (KY), City of, Kentucky 1536. Whitley (KY), County of, Kentucky 1537. Winchester (KY), City of, Kentucky 1538. Wolfe (KY), County of (Fiscal Court), Kentucky 1539. Woodford (KY), County of (Fiscal Court), Kentucky 1540. Worthington (KY), City of, Kentucky 1541. Acadia-St. Landry (LA) Hospital Service District d/b/a Acadia-St. Landry Hospital, Louisiana 1542. Alexandria (LA), City of, Louisiana 1543. Allen (LA), Parish of (Sheriff), Louisiana 1544. Ascension (LA), Parish of, Louisiana 1545. Ascension (LA), Parish of (Sheriff), Louisiana 1546. Ascension (LA), Parish School Board, Louisiana 1547. Assumption (LA), Parish of (Police Jury), Louisiana 1548. Assumption (LA), Parish of (Sheriff Leland Falcon), Louisiana 1549. Avoyelles (LA), Parish of (Police Jury), Louisiana 1550. Avoyelles (LA), Parish of (Sheriff), Louisiana 1551. Baldwin (LA), Town of, Louisiana 1552. Bastrop (LA), City of, Louisiana 1553. Baton Rouge (LA), City of, Louisiana 1554. Beauregard (LA), Parish of (Police Jury), Louisiana 1555. Benton (LA) Fire No. 4, Louisiana 1556. Berwick (LA), Town of, Louisiana 1557. Bienville (LA), Parish of (Sheriff), Louisiana 1558. Bogalusa (LA), City of, Louisiana 1559. Bossier (LA) Parish Emergency Medical Services Ambulance District, Louisiana 1560. Bossier (LA), City of, Louisiana 1561. Bossier (LA), Parish of, Louisiana 1562. Caddo (LA) Fire Protection District No. 1, Louisiana 1563. Caddo (LA), Parish of, Louisiana 1564. Calcasieu (LA), Parish of (Police Jury), Louisiana 1565. Calcasieu (LA), Parish of (Sheriff), Louisiana 1566. Caldwell (LA), Parish of, Louisiana 1567. Cameron (LA), Parish of, Louisiana 1568. Catahoula (LA), Parish of (Police Jury), Louisiana 1569. Catahoula (LA), Parish of (Sheriff Toney Edwards), Louisiana 1570. Claiborne (LA), Parish of, Louisiana 1571. Concordia (LA), Parish of, Louisiana 1572. Concordia (LA), Parish of (Sheriff Kenneth Hedrick), Louisiana 1573. Covington (LA), City of, Louisiana 1574. Delhi (LA), Town of, Louisiana 1575. Desoto (LA), Parish of, Louisiana 1576. DeSoto Fire Protection District No. 8 (LA), Louisiana 1577. Donaldsonville (LA), City of, Louisiana 1578. East Baton Rouge (LA), Parish of (Clerk of Court Office), Louisiana 1579. East Baton Rouge (LA), Parish of (Sheriff), Louisiana 1580. East Carroll (LA), Parish of (Police Jury), Louisiana 1581. East Carroll (LA), Parish of (Sheriff), Louisiana 1582. Eunice (LA), City of, Louisiana 1583. Evangeline (LA), Parish of (Police Jury), Louisiana 1584. Evangeline (LA), Parish of (Sheriff), Louisiana 1585. Ferriday (LA), Town of, Louisiana 1586. Franklin (LA), City of, Louisiana 1587. Franklin (LA), Parish of, Louisiana 1588. Gramercy (LA), Town of, Louisiana 1589. Grant (LA), Parish of (Police Jury), Louisiana 1590. Grant (LA), Parish of (Sheriff), Louisiana 1591. Gretna (LA), City of, Louisiana 1592. Hospital Service District No. 1 of The Parish of Avoyelles, State of Louisiana, d/b/a Bunkie General Hospital (LA), Louisiana 1593. Hospital Service District No. 1 of The Parish of LaSalle, State of Louisiana. d/b/a Hardtner Medical Center (LA), Louisiana 1594. Iberia (LA), Parish of, Louisiana 1595. Iberia (LA), Parish School Board of, Louisiana 1596. Iberville (LA), Parish of (Parish Council), Louisiana 1597. Jackson (LA), Parish of (Police Jury), Louisiana 1598. Jackson (LA), Parish of (Sheriff), Louisiana 1599. Jean Lafitte (LA), Town of, Louisiana AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-19 1600. Jefferson (LA), Parish of, Louisiana 1601. Jefferson (LA), Parish of (Coroner's Office), Louisiana 1602. Jefferson (LA), Parish of (Sheriff), Louisiana 1603. Jefferson Davis (LA), Parish of (Police Jury), Louisiana 1604. Jefferson Davis (LA), Parish of (Sheriff), Louisiana 1605. Jefferson Parish Hospital Service District 1 (LA), Louisiana 1606. Jefferson Parish Hospital Service District 2 (LA), Louisiana 1607. Kenner (LA), City of, Louisiana 1608. Lafayette (LA), Parish of (Sheriff), Louisiana 1609. Lafourche (LA), Parish of, Louisiana 1610. LaFourche Parish School Board (LA), Louisiana 1611. Lake Charles (LA), City of, Louisiana 1612. Lake Providence (LA), Town of, Louisiana 1613. LaSalle (LA), Parish of, Louisiana 1614. Lincoln (LA), Parish of (Sheriff), Louisiana 1615. Livingston (LA), Parish of, Louisiana 1616. Livingston (LA), Parish of (Sheriff), Louisiana 1617. Lutcher (LA), Town of, Louisiana 1618. Madisonville (LA), Town of, Louisiana 1619. Mandeville (LA), City of, Louisiana 1620. Monroe (LA), City of, Louisiana 1621. Morehouse (LA), Parish of (Police Jury), Louisiana 1622. Morehouse (LA), Parish of (Sheriff), Louisiana 1623. Morgan (LA), City of, Louisiana 1624. Natchitoches (LA), City of, Louisiana 1625. Natchitoches (LA), Parish of (Parish Council), Louisiana 1626. New Iberia (LA), City of, Louisiana 1627. New Orleans (LA), City of, Louisiana 1628. New Roads (LA), City of, Louisiana 1629. North Caddo (LA) Hospital Service District d/b/a North Caddo Medical Center, Louisiana 1630. Opelousas (LA), City of, Louisiana 1631. Opelousas (LA), General Hospital Authority, a Louisiana Public Trust d/b/a Opelousas General Health System, Louisiana 1632. Orleans (LA), Parish of (Sheriff), Louisiana 1633. Orleans Parish Hospital Service District - District A (LA), Louisiana 1634. Ouachita (LA), Parish of (Police Jury), Louisiana 1635. Ouachita (LA), Parish of (Sheriff), Louisiana 1636. Patterson (LA), City of, Louisiana 1637. Pearl River (LA), Town of, Louisiana 1638. Pineville (LA), City of, Louisiana 1639. Pointe Coupee (LA), Parish of (Police Jury), Louisiana 1640. Pointe Coupee Parish (LA) Health Services District Number 1, Louisiana 1641. Rapides (LA), Parish of, Louisiana 1642. Rapides (LA), Parish of (Sheriff), Louisiana 1643. Red River (LA) Fire Protection District, Louisiana 1644. Red River (LA), Parish of, Louisiana 1645. Richland (LA), Parish of, Louisiana 1646. Richland (LA), Parish of (Sheriff), Louisiana 1647. Richwood (LA), Town of, Louisiana 1648. Sabine (LA), Parish of (Police Jury), Louisiana 1649. Sabine (LA), Parish of (Sheriff), Louisiana 1650. Shreveport (LA), City of, Louisiana 1651. Slidell (LA), City of, Louisiana 1652. St. Bernard (LA), Parish of, Louisiana 1653. St. Bernard (LA), Parish of (Coroner Dr. Bryan Bertucci), Louisiana 1654. St. Bernard (LA), Parish of (Sheriff), Louisiana 1655. St. Bernard Parish School Board (LA), Louisiana 1656. St. Charles (LA), Parish of, Louisiana 1657. St. Charles (LA), Parish of (Sheriff), Louisiana 1658. St. James (LA), Parish of, Louisiana 1659. St. James Parish School Board (LA), Louisiana 1660. St. John the Baptist (LA), Parish of, Louisiana 1661. St. Landry (LA), Parish of, Louisiana 1662. St. Landry (LA), Parish of (Sheriff), Louisiana 1663. St. Martin (LA), Parish of, Louisiana 1664. St. Martinville (LA), City of, Louisiana 1665. St. Mary (LA), Parish of, Louisiana 1666. St. Mary (LA), Parish of (Sheriff), Louisiana 1667. St. Mary (LA), Parish School Board of, Louisiana AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-20 1668. St. Tammany (LA) Fire Protection District No. 4, Louisiana 1669. St. Tammany (LA), Parish of, Louisiana 1670. St. Tammany (LA), Parish of (Coroner's Office), Louisiana 1671. St. Tammany (LA), Parish of (Sheriff), Louisiana 1672. St. Tammany Fire Protection District No. 1 (LA), Louisiana 1673. St. Tammany Fire Protection District No. 12 (LA), Louisiana 1674. St. Tammany Fire Protection District No. 13 (LA), Louisiana 1675. St. Tammany Fire Protection District No. 2 (LA), Louisiana 1676. St. Tammany Fire Protection District No. 3 (LA), Louisiana 1677. St. Tammany Fire Protection District No. 5 (LA), Louisiana 1678. Tensas (LA), Parish of (Sheriff), Louisiana 1679. Terrebonne (LA), Parish of, Louisiana 1680. Terrebonne (LA), Parish of (Sheriff), Louisiana 1681. Union (LA), Parish of, Louisiana 1682. Union (LA), Parish of (Sheriff), Louisiana 1683. Vermilion (LA), Parish of (Police Jury), Louisiana 1684. Vernon (LA), Parish of (Police Jury), Louisiana 1685. Vernon (LA), Parish of (Sheriff), Louisiana 1686. Washington (LA), Parish of, Louisiana 1687. Washington (LA), Parish of (Sheriff), Louisiana 1688. Webster (LA), Parish of, Louisiana 1689. West Ascension Parish (LA) Hospital Service District dba Prevost Memorial Hospital, Louisiana 1690. West Baton Rouge (LA) Fire Protection District No. 1, Louisiana 1691. West Baton Rouge (LA), Parish of, Louisiana 1692. West Carroll (LA), Parish of, Louisiana 1693. West Carroll (LA), Parish of (Sheriff), Louisiana 1694. West Monroe (LA), City of, Louisiana 1695. Westwego (LA), City of, Louisiana 1696. Winn (LA), Parish of (Police Jury), Louisiana 1697. Androscoggin (ME), County of, Maine 1698. Aroostook (ME), County of, Maine 1699. Auburn (ME), City of, Maine 1700. Augusta (ME), City of, Maine 1701. Bangor (ME), City of, Maine 1702. Biddeford (ME), City of, Maine 1703. Board of Education of Bangor School Department (ME), Maine 1704. Board of Education of Cape Elizabeth School Department (ME), Maine 1705. Board of Education of Maine Regional School Unit 10 (ME), Maine 1706. Board of Education of Maine Regional School Unit 13 (ME), Maine 1707. Board of Education of Maine Regional School Unit 25 (ME), Maine 1708. Board of Education of Maine Regional School Unit 26 (ME), Maine 1709. Board of Education of Maine Regional School Unit 29 (ME), Maine 1710. Board of Education of Maine Regional School Unit 34 (ME), Maine 1711. Board of Education of Maine Regional School Unit 40 (ME), Maine 1712. Board of Education of Maine Regional School Unit 50 (ME), Maine 1713. Board of Education of Maine Regional School Unit 57 (ME), Maine 1714. Board of Education of Maine Regional School Unit 60 (ME), Maine 1715. Board of Education of Maine Regional School Unit 71 (ME), Maine 1716. Board of Education of Maine Regional School Unit 9 (ME), Maine 1717. Board of Education of Maine School Administrative District 11 (ME), Maine 1718. Board of Education of Maine School Administrative District 15 (ME), Maine 1719. Board of Education of Maine School Administrative District 28/Five Town Central School District (ME), Maine 1720. Board of Education of Maine School Administrative District 35 (ME), Maine 1721. Board of Education of Maine School Administrative District 44 (ME), Maine 1722. Board of Education of Maine School Administrative District 53 (ME), Maine 1723. Board of Education of Maine School Administrative District 55 (ME), Maine 1724. Board of Education of Maine School Administrative District 6 (ME), Maine 1725. Board of Education of Maine School Administrative District 61 (ME), Maine 1726. Board of Education of Maine School Administrative District 72 (ME), Maine 1727. Board of Education of Portland School Department (ME), Maine AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-21 1728. Board of Education of Scarborough School Department (ME), Maine 1729. Board of Education of South Portland School Department (ME), Maine 1730. Board of Education of St. George Municipal School District (ME), Maine 1731. Board of Education of Waterville School Department (ME), Maine 1732. Calais (ME), City of, Maine 1733. Cumberland (ME), County of, Maine 1734. Ellsworth School Department (ME), The Board of Education of, Maine 1735. Kennebec (ME), County of, Maine 1736. Knox (ME), County of, Maine 1737. Lewiston (ME), City of, Maine 1738. Lincoln (ME), County of, Maine 1739. Penobscot (ME), County of, Maine 1740. Portland (ME), City of, Maine 1741. Rockland (ME), City of, Maine 1742. Saco (ME), City of, Maine 1743. Sagadahoc (ME), County of, Maine 1744. Sanford (ME), City of, Maine 1745. Somerset (ME), County of, Maine 1746. Waldo (ME), County of, Maine 1747. Washington (ME), County of, Maine 1748. Waterville (ME), City of, Maine 1749. York (ME), County of, Maine 1750. Aberdeen (MD), City of, Maryland 1751. Allegany (MD), County of, Maryland 1752. Annapolis (MD), City of, Maryland 1753. Anne Arundel (MD), County of, Maryland 1754. Balitmore (MD), County of, Maryland 1755. Baltimore (MD), City of (Mayor and City Council), Maryland 1756. Baltimore City Board of School Commissioners (MD), Maryland 1757. Bel Air (MD), City of, Maryland 1758. Berlin (MD), City of, Maryland 1759. Bowie (MD), City of, Maryland 1760. Calvert (MD), County of (Commissioners), Maryland 1761. Cambridge (MD), City of, Maryland 1762. Caroline (MD), County of, Maryland 1763. Carroll (MD), County of (Board of Commissioners), Maryland 1764. Cecil (MD), County of, Maryland 1765. Charles (MD), County of (Commissioners), Maryland 1766. Charlestown (MD), City of, Maryland 1767. Cottage City (MD), Town of, Maryland 1768. Cumberland (MD), City of, Maryland 1769. Dorchester (MD), County of, Maryland 1770. Forest Heights (MD), Town of, Maryland 1771. Frederick (MD), City of, Maryland 1772. Frederick (MD), County of, Maryland 1773. Frostburg (MD) City of, Maryland 1774. Garrett (MD), County of, Maryland 1775. Grantsville (MD), City of, Maryland 1776. Hagerstown (MD), City of, Maryland 1777. Harford (MD) County of, Maryland 1778. Havre De Grace (MD), City of, Maryland 1779. Howard (MD), County of, Maryland 1780. Laurel (MD), City of, Maryland 1781. Montgomery (MD), County of, Maryland 1782. Mountain Lake Park (MD), City of, Maryland 1783. North Brentwood (MD), Town of, Maryland 1784. North East (MD), City of, Maryland 1785. Oakland (MD), City of, Maryland 1786. Perryville (MD), City of, Maryland 1787. Prince George's (MD), County of, Maryland 1788. Rockville (MD), City of (Mayor and Common Council), Maryland 1789. Seat Pleasant (MD), City of, Maryland 1790. Somerset (MD), County of, Maryland 1791. St. Mary's (MD), County of (Commissioners), Maryland 1792. Talbot (MD), County of, Maryland 1793. Upper Marlboro (MD), Town of, Maryland 1794. Vienna (MD), City of, Maryland 1795. Washington County (MD), County of (Board of Commissioners), Maryland 1796. Westminster (MD), City of (Mayor and Common Council), Maryland 1797. Wicomico (MD), County of, Maryland 1798. Acushnet (MA), Town of, Massachusetts 1799. Agawam (MA), Town of, Massachusetts 1800. Amesbury (MA), City of, Massachusetts 1801. Andover (MA), Town of, Massachusetts 1802. Aquinnah (MA), Town of, Massachusetts 1803. Athol (MA), Town of, Massachusetts 1804. Auburn (MA), Town of, Massachusetts 1805. Ayer (MA), Town of, Massachusetts 1806. Barnstable (MA), Town of, Massachusetts 1807. Belchertown (MA), Town of, Massachusetts 1808. Beverly (MA), City of, Massachusetts 1809. Billerica (MA), Town of, Massachusetts 1810. Boston (MA) Housing Authority, Massachusetts 1811. Boston (MA) Public Health Commission, Massachusetts 1812. Boston (MA), City of, Massachusetts 1813. Braintree (MA), Town of, Massachusetts AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-22 1814. Brewster (MA), Town of, Massachusetts 1815. Bridgewater (MA), Town of, Massachusetts 1816. Brockton (MA), City of, Massachusetts 1817. Brookline (MA), Town of, Massachusetts 1818. Cambridge (MA), City of, Massachusetts 1819. Canton (MA), Town of, Massachusetts 1820. Carver (MA), Town of, Massachusetts 1821. Charlton (MA), Town of, Massachusetts 1822. Chelmsford (MA), Town of, Massachusetts 1823. Chelsea (MA), City of, Massachusetts 1824. Chicopee (MA), City of, Massachusetts 1825. Clarksburg (MA), Town of, Massachusetts 1826. Clinton (MA), Town of, Massachusetts 1827. Danvers (MA), Town of, Massachusetts 1828. Dedham (MA), Town of, Massachusetts 1829. Dennis (MA), Town of, Massachusetts 1830. Douglas (MA), Town of, Massachusetts 1831. Dudley (MA), Town of, Massachusetts 1832. East Bridgewater (MA), Town of, Massachusetts 1833. Eastham (MA), Town of, Massachusetts 1834. Easthampton (MA), City of, Massachusetts 1835. Easton (MA), Town of, Massachusetts 1836. Everett (MA), City of, Massachusetts 1837. Fairhaven (MA), Town of, Massachusetts 1838. Fall River (MA), City of, Massachusetts 1839. Falmouth (MA), Town of, Massachusetts 1840. Fitchburg (MA), City of, Massachusetts 1841. Framingham (MA), City of, Massachusetts 1842. Freetown (MA), Town of, Massachusetts 1843. Georgetown (MA), Town of, Massachusetts 1844. Gloucester (MA), City of, Massachusetts 1845. Grafton (MA), Town of, Massachusetts 1846. Greenfield (MA), City of, Massachusetts 1847. Hanson (MA), Town of, Massachusetts 1848. Haverhill (MA), City of, Massachusetts 1849. Holliston (MA), Town of, Massachusetts 1850. Holyoke (MA), City of, Massachusetts 1851. Hopedale (MA), Town of, Massachusetts 1852. Hull (MA), Town of, Massachusetts 1853. Kingston (MA), Town of, Massachusetts 1854. Lakeville (MA), Town of, Massachusetts 1855. Leicester (MA), Town of, Massachusetts 1856. Leominster (MA), City of, Massachusetts 1857. Leverett (MA), Town of, Massachusetts 1858. Longmeadow (MA), Town of, Massachusetts 1859. Lowell (MA), City of, Massachusetts 1860. Ludlow (MA), Town of, Massachusetts 1861. Lunenburg (MA), Town of, Massachusetts 1862. Lynn (MA), City of, Massachusetts 1863. Lynnfield (MA), Town of, Massachusetts 1864. Malden (MA), City of, Massachusetts 1865. Marblehead (MA), Town of, Massachusetts 1866. Marshfield (MA), Town of, Massachusetts 1867. Mashpee (MA), Town of, Massachusetts 1868. Mattapoisett (MA), Town of, Massachusetts 1869. Medford (MA), City of, Massachusetts 1870. Melrose (MA), City of, Massachusetts 1871. Methuen (MA), City of, Massachusetts 1872. Middleborough (MA), Town of, Massachusetts 1873. Milford (MA), Town of, Massachusetts 1874. Millbury (MA), Town of, Massachusetts 1875. Millis (MA), Town of, Massachusetts 1876. Nantucket (MA), Town of, Massachusetts 1877. Natick (MA), Town of, Massachusetts 1878. New Bedford (MA), City of, Massachusetts 1879. Newburyport (MA), City of, Massachusetts 1880. North Adams (MA), City of, Massachusetts 1881. North Andover (MA), Town of, Massachusetts 1882. North Attleborough (MA), Town of, Massachusetts 1883. North Reading (MA), Town of, Massachusetts 1884. Northampton (MA), City of, Massachusetts 1885. Northbridge (MA), Town of, Massachusetts 1886. Norton (MA), Town of, Massachusetts 1887. Norwell (MA), Town of, Massachusetts 1888. Norwood (MA), Town of, Massachusetts 1889. Orange (MA), Town of, Massachusetts 1890. Oxford (MA), Town of, Massachusetts 1891. Palmer (MA), Town of, Massachusetts 1892. Peabody (MA), City of, Massachusetts 1893. Pembroke (MA), Town of, Massachusetts 1894. Pittsfield (MA), City of, Massachusetts 1895. Plainville (MA), Town of, Massachusetts 1896. Plymouth (MA), Town of, Massachusetts 1897. Provincetown (MA), Town of, Massachusetts 1898. Quincy (MA), City of, Massachusetts 1899. Randolph (MA), Town of, Massachusetts 1900. Rehoboth (MA), Town of, Massachusetts 1901. Revere (MA), City of, Massachusetts 1902. Rockland (MA), Town of, Massachusetts 1903. Salem (MA), City of, Massachusetts 1904. Salisbury (MA), Town of, Massachusetts 1905. Sandwich (MA), Town of, Massachusetts 1906. Scituate (MA), Town of, Massachusetts 1907. Seekonk (MA), Town of, Massachusetts 1908. Sheffield (MA), Town of, Massachusetts AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-23 1909. Shirley (MA), Town of, Massachusetts 1910. Somerset (MA), Town of, Massachusetts 1911. Somerville (MA), City of, Massachusetts 1912. South Hadley (MA), Town of, Massachusetts 1913. Southbridge (MA), Town of, Massachusetts 1914. Spencer (MA), Town of, Massachusetts 1915. Springfield (MA), City of, Massachusetts 1916. Stoneham (MA), Town of, Massachusetts 1917. Stoughton (MA), Town of, Massachusetts 1918. Sturbridge (MA), Town of, Massachusetts 1919. Sudbury (MA), Town of, Massachusetts 1920. Sutton (MA), Town of, Massachusetts 1921. Swampscott (MA), Town of, Massachusetts 1922. Templeton (MA), Town of, Massachusetts 1923. Tewksbury (MA), Town of, Massachusetts 1924. Truro (MA), Town of, Massachusetts 1925. Tyngsborough (MA), Town of, Massachusetts 1926. Upton (MA), Town of, Massachusetts 1927. Wakefield (MA), Town of, Massachusetts 1928. Walpole (MA), Town of, Massachusetts 1929. Ware (MA), Town of, Massachusetts 1930. Warren (MA), Town of, Massachusetts 1931. Watertown (MA), Town of, Massachusetts 1932. Wellfleet (MA), Town of, Massachusetts 1933. West Boylston (MA), Town of, Massachusetts 1934. West Bridgewater (MA), Town of, Massachusetts 1935. West Springfield (MA), Town of, Massachusetts 1936. West Tisbury (MA), Town of, Massachusetts 1937. Westborough (MA), Town of, Massachusetts 1938. Westford (MA), Town of, Massachusetts 1939. Weymouth (MA), Town of, Massachusetts 1940. Williamsburg (MA), Town of, Massachusetts 1941. Wilmington (MA), Town of, Massachusetts 1942. Winchendon (MA), Town of, Massachusetts 1943. Winthrop (MA), Town of, Massachusetts 1944. Woburn (MA), City of, Massachusetts 1945. Worcester (MA), City of, Massachusetts 1946. Alcona (MI), County of, Michigan 1947. Alger (MI), County of, Michigan 1948. Alpena (MI), County of, Michigan 1949. Antrim (MI), County of, Michigan 1950. Arenac (MI), County of, Michigan 1951. Baraga (MI), County of, Michigan 1952. Bay (MI), County of, Michigan 1953. Benzie (MI), County of, Michigan 1954. Berrien (MI), County of, Michigan 1955. Branch (MI), County of, Michigan 1956. Calhoun (MI), County of, Michigan 1957. Canton (MI), Charter Township of, Michigan 1958. Cass (MI), County of, Michigan 1959. Charlevoix (MI), County of, Michigan 1960. Cheboygan (MI), County of, Michigan 1961. Chippewa (MI), County of, Michigan 1962. Clinton (MI), Charter Township of, Michigan 1963. Clinton (MI), County of, Michigan 1964. Crawford (MI), County of, Michigan 1965. Delta (MI), County of, Michigan 1966. Detroit (MI), City of, Michigan 1967. Detroit Wayne (MI), Mental Health Authority, Michigan 1968. Dickinson (MI), County of, Michigan 1969. East Lansing (MI), City of, Michigan 1970. Eaton (MI), County of, Michigan 1971. Escanaba (MI), City of, Michigan 1972. Flint (MI), City of, Michigan 1973. Genesee (MI), County of, Michigan 1974. Grand Rapids (MI), City of, Michigan 1975. Grand Traverse (MI), County of, Michigan 1976. Gratiot (MI), County of, Michigan 1977. Harrison (MI), Charter Township of, Michigan 1978. Hillsdale (MI), County of, Michigan 1979. Houghton (MI), County of, Michigan 1980. Huron (MI), Township of, Michigan 1981. Ingham (MI), County of, Michigan 1982. Ionia (MI), County of, Michigan 1983. Iosco (MI), County of, Michigan 1984. Iron (MI), County of, Michigan 1985. Iron Mountain (MI), City of, Michigan 1986. Isabella (MI), County of, Michigan 1987. Jackson (MI), City of, Michigan 1988. Kalamazoo (MI), County of, Michigan 1989. Kent (MI), County of, Michigan 1990. Lake (MI), County of, Michigan 1991. Lansing (MI), City of, Michigan 1992. Leelanau (MI), County of, Michigan 1993. Lenawee (MI), County of, Michigan 1994. Livingston (MI), County of, Michigan 1995. Livonia (MI), City of, Michigan 1996. Luce (MI), County of, Michigan 1997. Macomb (MI), County of, Michigan 1998. Manistee (MI), County of, Michigan 1999. Marquette (MI), County of, Michigan AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-24 2000. Mason (MI), County of, Michigan 2001. Monroe (MI), County of, Michigan 2002. Montcalm, (MI) County of, Michigan 2003. Montmorency (MI), County of, Michigan 2004. Muskegon (MI), County of, Michigan 2005. Newaygo (MI), County of, Michigan 2006. Northville (MI), Township of, Michigan 2007. Oakland (MI), County of, Michigan 2008. Oceana (MI), County of, Michigan 2009. Ogemaw (MI), County of, Michigan 2010. Ontonagon (MI), County of, Michigan 2011. Osceola (MI), County of, Michigan 2012. Otsego (MI), County of, Michigan 2013. Pittsfield (MI), Charter Township of, Michigan 2014. Pontiac (MI), City of, Michigan 2015. Presque Isle (MI), County of, Michigan 2016. Romulus (MI), City of, Michigan 2017. Roscommon (MI), County of, Michigan 2018. Saginaw (MI), County of, Michigan 2019. Sanilac (MI), County of, Michigan 2020. Sault Ste. Marie (MI), City of, Michigan 2021. Shiawassee (MI), County of, Michigan 2022. St. Clair (MI), County of, Michigan 2023. Sterling Heights (MI), City of, Michigan 2024. Traverse City (MI), City of, Michigan 2025. Tuscola (MI), County of, Michigan 2026. Van Buren (MI), Township of, Michigan 2027. Warren (MI), City of, Michigan 2028. Washtenaw (MI), County of, Michigan 2029. Wayne (MI), City of, Michigan 2030. Wayne (MI), County of, Michigan 2031. Westland (MI), City of, Michigan 2032. Wexford (MI), County of, Michigan 2033. Anoka (MN), County of, Minnesota 2034. Beltrami (MN), County of, Minnesota 2035. Big Stone (MN), County of, Minnesota 2036. Board of Education of Minnetonka School District No. 276 (MN), Minnesota 2037. Carlton (MN), County of, Minnesota 2038. Carver (MN), County of, Minnesota 2039. Coon Rapids (MN), City of, Minnesota 2040. Dakota (MN), County of, Minnesota 2041. Douglas (MN), County of, Minnesota 2042. Duluth (MN), City of, Minnesota 2043. Freeborn (MN), County of, Minnesota 2044. Hennepin (MN), County of, Minnesota 2045. Itasca (MN), County of, Minnesota 2046. McLeod (MN), County of, Minnesota 2047. Meeker (MN), County of, Minnesota 2048. Minneapolis (MN), City of, Minnesota 2049. Minnesota Prairie County Alliance (MN), Minnesota 2050. Morrison (MN), County of, Minnesota 2051. Mower (MN), County of, Minnesota 2052. North St. Paul (MN), City of, Minnesota 2053. Olmsted (MN), County of, Minnesota 2054. Pine (MN), County of, Minnesota 2055. Proctor (MN), City of, Minnesota 2056. Ramsey (MN), County of, Minnesota 2057. Rochester (MN), City of, Minnesota 2058. Roseau (MN), County of, Minnesota 2059. Saint Paul (MN), City of, Minnesota 2060. Sibley (MN), County of, Minnesota 2061. St. Louis (MN), County of, Minnesota 2062. Steele (MN), County of, Minnesota 2063. Waseca (MN), County of, Minnesota 2064. Washington (MN), County of, Minnesota 2065. Winona (MN), County of, Minnesota 2066. Wright (MN), County of, Minnesota 2067. Yellow Medicine (MN), County of, Minnesota 2068. Adams (MS), County of, Mississippi 2069. Amite (MS), County of, Mississippi 2070. Amory (MS), City of, Mississippi 2071. Arcola (MS), Town of, Mississippi 2072. Attala (MS), County of, Mississippi 2073. Benton (MS), County of, Mississippi 2074. Bolivar (MS), County of, Mississippi 2075. Brookhaven (MS), City of, Mississippi 2076. Caledonia (MS), Town of, Mississippi 2077. Carroll (MS), County of, Mississippi 2078. Centreville (MS), Town of, Missisippi 2079. Charleston (MS), City of, Mississippi 2080. Chickasaw (MS), County of, Mississippi 2081. Claiborne (MS), County of, Mississippi 2082. Clarke (MS), County of, Mississippi 2083. Clarksdale (MS), City of, Mississippi 2084. Cleveland (MS), City of, Mississippi 2085. Columbia (MS), City of, Mississippi 2086. Columbus (MS), City of, Mississippi 2087. Community Hospital (MS), Sharkey- Issaquena, Mississippi 2088. Copiah (MS), County of, Mississippi 2089. Covington (MS), County of, Mississippi 2090. DeSoto (MS), County of, Mississippi 2091. Diamondhead (MS), City of, Mississippi 2092. Forrest (MS), County of, Mississippi 2093. Franklin (MS), County of, Mississippi 2094. Gautier (MS), City of, Mississippi 2095. George (MS), County of, Mississippi 2096. Greene (MS), County of, Mississippi 2097. Greenwood (MS), City of, Mississippi 2098. Grenada (MS), City of, Mississippi 2099. Grenada (MS), County of, Mississippi 2100. Gulfport (MS), City of, Mississippi AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-25 2101. Hancock (MS), County of, Mississippi 2102. Harrison (MS), County of, Mississippi 2103. Hattiesburg (MS), City of, Mississippi 2104. Hinds (MS), County of, Mississippi 2105. Holly Springs (MS), City of, Mississippi 2106. Holmes (MS), County of, Mississippi 2107. Humphreys (MS), County of, Mississippi 2108. Indianola (MS), City of, Mississippi 2109. Issaquena (MS), County of, Mississippi 2110. Itawamba (MS), County of, Mississippi 2111. Iuka (MS), City of, Mississippi 2112. Jackson (MS), City of, Mississippi 2113. Jackson (MS), County of, Mississippi 2114. Jefferson (MS), County of, Mississippi 2115. Jefferson Davis (MS), County of, Mississippi 2116. Jones (MS), County of, Mississippi 2117. Jonestown (MS), City of, Mississippi 2118. Kemper (MS), County of, Mississippi 2119. Kosciusko (MS), City of, Mississippi 2120. Lafayette (MS), County of, Mississippi 2121. Lauderdale (MS), County of, Mississippi 2122. Laurel (MS), City of, Mississippi 2123. Lawrence (MS), County of, Mississippi 2124. Leakesville (MS), Town of, Mississippi 2125. Lee (MS), County of, Mississippi 2126. Leflore (MS), County of, Mississippi 2127. Lincoln (MS), County of, Mississippi 2128. Long Beach (MS), City of, Mississippi 2129. Lumberton (MS), City of, Mississippi 2130. Madison (MS), County of, Mississippi 2131. Marion (MS), County of, Mississippi 2132. Marshall (MS), County of, Mississippi 2133. McLain (MS), Town of, Mississippi 2134. Memorial Hospital at Gulfport (MS), Mississippi 2135. Meridian (MS), City of, Mississippi 2136. Monroe (MS), County of, Mississippi 2137. Morton (MS), City of, Mississippi 2138. Moss Point (MS), City of, Mississippi 2139. Mound Bayou (MS), City of, Mississippi 2140. Neshoba (MS), County of, Mississippi 2141. Nettleton (MS), City of, Mississippi 2142. New Albany (MS), City of, Mississippi 2143. Ocean Springs (MS), City of, Mississippi 2144. Panola (MS), County of, Mississippi 2145. Pascagoula (MS), City of, Mississippi 2146. Pearl River (MS), County of, Mississippi 2147. Pearl River County Hospital (MS), Mississippi 2148. Perry (MS), County of, Mississippi 2149. Philadelphia (MS), City of, Mississippi 2150. Prentiss (MS), County of, Mississippi 2151. Quitman (MS), City of, Mississippi 2152. Regional Medical Center (MS), South Central, Mississippi 2153. Scott (MS), County of, Mississippi 2154. Shannon (MS), City of, Mississippi 2155. Shubuta (MS), Town of, Mississippi 2156. Starkville (MS), City of, Mississippi 2157. Stone (MS), County of, Mississippi 2158. Summit (MS), Town of, Mississippi 2159. Sunflower (MS), County of, Mississippi 2160. Tallahatchie (MS), County of, Mississippi 2161. Tate (MS), County of, Mississippi 2162. Tippah (MS), County of, Mississippi 2163. Tishomingo (MS), County of, Mississippi 2164. Tunica (MS), County of, Mississippi 2165. Tupelo (MS), City of, Mississippi 2166. Union (MS), County of, Mississippi 2167. Verona (MS), City of, Mississippi 2168. Vicksburg (MS), City of, Mississippi 2169. Walthall (MS), County of, Mississippi 2170. Washington (MS), County of, Mississippi 2171. Wayne (MS), County of, Mississippi 2172. Waynesboro (MS), City of, Mississippi 2173. Webb (MS), City of, Mississippi 2174. Wiggins (MS), City of, Mississippi 2175. Yalobusha (MS), County of, Mississippi 2176. Adair (MO), County of, Missouri 2177. Andrew (MO), County of, Missouri 2178. Atchison (MO), County of, Missouri 2179. Audrain (MO), County of, Missouri 2180. Barry (MO), County of, Missouri 2181. Barton (MO), County of, Missouri 2182. Boone (MO), County of, Missouri 2183. Buchanan (MO), County of, Missouri 2184. Butler (MO), County of, Missouri 2185. Callaway (MO), County of, Missouri 2186. Camden (MO), County of, Missouri 2187. Cape Girardeau (MO), County of, Missouri 2188. Cass (MO), County of, Missouri 2189. Chariton (MO), County of, Missouri 2190. Christian (MO), County of, Missouri 2191. Citizens Memorial Hospital District d/b/a Citizens Memorial Hospital (MO), Missouri 2192. Clinton (MO), County of, Missouri 2193. Cole (MO), County of, Missouri 2194. Crawford (MO), County of, Missouri 2195. Dade (MO), County of, Missouri 2196. DeKalb (MO), County of, Missouri 2197. Dent (MO), County of, Missouri 2198. Douglas (MO), County of, Missouri 2199. Dunklin (MO), County of, Missouri 2200. Franklin (MO), County of, Missouri AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-26 2201. Gasconade (MO), County of, Missouri 2202. Greene (MO), County of, Missouri 2203. Grundy (MO), County of, Missouri 2204. Harrisonville (MO), City of, Missouri 2205. Henry (MO), County of, Missouri 2206. Hickory (MO), County of, Missouri 2207. Howell (MO), County of, Missouri 2208. Independence (MO), City of, Missouri 2209. Iron (MO), County of, Missouri 2210. Jackson (MO), County of, Missouri 2211. Jasper (MO), County of, Missouri 2212. Jefferson (MO), County of, Missouri 2213. Johnson (MO), County of, Missouri 2214. Joplin (MO), City of, Missouri 2215. Kansas City (MO), City of, Missouri 2216. Kinloch (MO), Fire Protection District of St. Louis County, Missouri 2217. Knox (MO), County of, Missouri 2218. Lafayette (MO), County of, Missouri 2219. Lawrence (MO), County of, Missouri 2220. Lewis (MO), County of, Missouri 2221. Lincoln (MO), County of, Missouri 2222. Livingston (MO), County of, Missouri 2223. Madison (MO), County of, Missouri 2224. Maries (MO), County of, Missouri 2225. McDonald (MO), County of, Missouri 2226. Miller (MO), County of, Missouri 2227. Moniteau (MO), County of, Missouri 2228. Montgomery (MO), County of, Missouri 2229. Morgan (MO), County of, Missouri 2230. New Madrid (MO), County of, Missouri 2231. Nodaway (MO), County of, Missouri 2232. Northeast Ambulance (MO), Fire Protection District of St. Louis County, Missouri 2233. Osage (MO), County of, Missouri 2234. Ozark (MO), County of, Missouri 2235. Pemiscot (MO), County of, Missouri 2236. Perry (MO), County of, Missouri 2237. Pettis (MO), County of, Missouri 2238. Phelps (MO), County of, Missouri 2239. Pike (MO), County of, Missouri 2240. Polk (MO), County of, Missouri 2241. Pulaski (MO), County of, Missouri 2242. Ralls (MO), County of, Missouri 2243. Randolph (MO), County of, Missouri 2244. Ray (MO), County of, Missouri 2245. Reynolds (MO), County of, Missouri 2246. Ripley (MO), County of, Missouri 2247. Schuyler (MO), County of, Missouri 2248. Scott (MO), County of, Missouri 2249. Sedalia (MO) City of, Missouri 2250. Shannon (MO), County of, Missouri 2251. Shelby (MO), County of, Missouri 2252. Springfield (MO), City of, Missouri 2253. St. Charles (MO), County of, Missouri 2254. St. Clair (MO), County of, Missouri 2255. St. Francois (MO), County of, Missouri 2256. St. Joseph (MO), City of, Missouri 2257. St. Louis (MO), City of, Missouri 2258. St. Louis (MO), County of, Missouri 2259. Ste. Genevieve (MO), County of, Missouri 2260. Stone (MO), County of, Missouri 2261. Taney (MO), County of, Missouri 2262. Texas (MO), County of, Missouri 2263. Vernon (MO), County of, Missouri 2264. Warren (MO), County of, Missouri 2265. Washington (MO), County of, Missouri 2266. Webster (MO), County of, Missouri 2267. Worth (MO), County of, Missouri 2268. Wright (MO), County of, Missouri 2269. Anaconda-Deer Lodge (MT), County of, Montana 2270. Cascade (MT), County of, Montana 2271. Gallatin (MT), County of, Montana 2272. Great Falls (MT), City of, Montana 2273. Lake (MT), County of, Montana 2274. Missoula (MT), City of, Montana 2275. Missoula (MT), County of, Montana 2276. Douglas (NE), County of, Nebraska 2277. Keith (NE), County of, Nebraska 2278. Knox (NE), County of, Nebraska 2279. Lincoln (NE), County of, Nebraska 2280. Sarpy (NE), County of, Nebraska 2281. South Sioux City (NE), City of, Nebraska 2282. Boulder (NV), City of, Nevada 2283. Carson City (NV), Nevada 2284. Central Lyon County Fire Protection District (NV), Nevada 2285. Churchill (NV), County of, Nevada 2286. Clark (NV), County of, Nevada 2287. Douglas (NV), County of, Nevada 2288. Ely (NV), City of, Nevada 2289. Esmeralda (NV), County of, Nevada 2290. Fernley (NV), City of, Nevada 2291. Henderson (NV), City of, Nevada 2292. Humboldt (NV), County of, Nevada 2293. Las Vegas (NV), City of, Nevada 2294. Lincoln (NV), County of, Nevada 2295. Lyon (NV), County of, Nevada 2296. Mesquite (NV), City of, Nevada 2297. Mineral (NV), County of, Nevada 2298. North Las Vegas (NV), City of, Nevada 2299. North Lyon County Fire Protection District (NV), Nevada 2300. Nye (NV), County of, Nevada AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-27 2301. Reno (NV), City of, Nevada 2302. Sparks (NV), City of, Nevada 2303. Washoe (NV), County of, Nevada 2304. West Wendover (NV), City of, Nevada 2305. White Pine (NV), County of, Nevada 2306. Belknap (NH), County of, New Hampshire 2307. Belmont (NH), City of, New Hampshire 2308. Berlin (NH), City of, New Hampshire 2309. Board of Education of Goshen School District (NH), New Hampshire 2310. Board of Education of Kearsarge RSU- School Administrative Unit 65 (NH), New Hampshire 2311. Board of Education of Lebanon School District (NH), New Hampshire 2312. Board of Education of Pittsfield School District (NH), New Hampshire 2313. Board of Education of Tamworth School District (NH), New Hampshire 2314. Carroll (NH), County of, New Hampshire 2315. Cheshire (NH), County of, New Hampshire 2316. Claremont (NH), City of, New Hampshire 2317. Concord (NH), City of, New Hampshire 2318. Coos (NH), County of, New Hampshire 2319. Derry (NH), Town of, New Hampshire 2320. Dover (NH), City of, New Hampshire 2321. Franklin (NH), City of, New Hampshire 2322. Grafton (NH), County of, New Hampshire 2323. Hillsborough (NH), County of, New Hampshire 2324. Keene (NH), City of, New Hampshire 2325. Laconia (NH), City of, New Hampshire 2326. Londonderry (NH), Town of, New Hampshire 2327. Manchester (NH), City of, New Hampshire 2328. Merrimack (NH), County of, New Hampshire 2329. Nashua (NH), City of, New Hampshire 2330. Rochester (NH), City of, New Hampshire 2331. Rockingham (NH), County of, New Hampshire 2332. Strafford (NH), County of, New Hampshire 2333. Sullivan (NH), County of, New Hampshire 2334. Atlantic (NJ), County of, New Jersey 2335. Barnegat (NJ), Township of, New Jersey 2336. Bayonne (NJ), City of, New Jersey 2337. Bergen (NJ), County of, New Jersey 2338. Bloomfield (NJ), The Township of, New Jersey 2339. Brick (NJ), Township of, New Jersey 2340. Burlington (NJ), County of, New Jersey 2341. Camden (NJ), County of, New Jersey 2342. Cape May (NJ), County of, New Jersey 2343. Clifton (NJ), City of, New Jersey 2344. Clinton (NJ), Town of, New Jersey 2345. Cumberland (NJ), County of, New Jersey 2346. Elizabeth (NJ), City of, New Jersey 2347. Essex (NJ), County of, New Jersey 2348. Hudson (NJ), County of, New Jersey 2349. Irvington (NJ), Township of, New Jersey 2350. Jersey City (NJ), City of, New Jersey 2351. Monmouth (NJ), County of, New Jersey 2352. Newark (NJ), City of, New Jersey 2353. Ocean (NJ), County of, New Jersey 2354. Paramus (NJ), Borough of, New Jersey 2355. Passaic (NJ), County of, New Jersey 2356. Paterson (NJ), City of, New Jersey 2357. Ridgefield (NJ) Borough of, New Jersey 2358. Saddle Brook (NJ), Township of, New Jersey 2359. Sussex (NJ), County of, New Jersey 2360. Teaneck (NJ), Township of, New Jersey 2361. Trenton (NJ), City of, New Jersey 2362. Union (NJ), County of, New Jersey 2363. Alamogordo (NM), City of, New Mexico 2364. Albuquerque (NM), City of, New Mexico 2365. Bernalillo (NM), County of (Commissioners), New Mexico 2366. Catron (NM), County of (Board of Commissioners), New Mexico 2367. Cibola (NM), County of (Board of Commissioners), New Mexico 2368. Colfax (NM), County of (Board of Commissioners), New Mexico 2369. Curry (NM), County of (Board of Commissioners), New Mexico 2370. Dona Ana (NM), County of (Board of Commissioners), New Mexico 2371. Eddy (NM), County of, New Mexico 2372. Espanola (NM), City of, New Mexico 2373. Grant (NM), County of, New Mexico 2374. Hidalgo (NM), County of (Board of Commissioners), New Mexico 2375. Hobbs (NM), City of, New Mexico 2376. Las Cruces (NM), City of, New Mexico 2377. Lea (NM), County of (Board of Commissioners), New Mexico 2378. Lincoln (NM), County of (Board of Commissioners), New Mexico 2379. Luna (NM), County of (Board of Commissioners), New Mexico 2380. McKinley (NM), County of (Board of Commissioners), New Mexico 2381. Mora (NM), County of, New Mexico 2382. Otero (NM), County of (Board of Commissioners), New Mexico AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-28 2383. Rio Arriba (NM), County of, New Mexico 2384. Roosevelt (NM), County of, New Mexico 2385. San Juan (NM), County of, New Mexico 2386. San Miguel (NM) County of (Board of Commissioners), New Mexico 2387. Sandoval (NM), County of, New Mexico 2388. Santa Fe (NM), County of (Board of Commissioners), New Mexico 2389. Santa Fe (NM), City of, New Mexico 2390. Sierra (NM), County of (Board of Commissioners), New Mexico 2391. Socorro (NM), County of (Board of Commissioners), New Mexico 2392. Taos (NM), County of (Board of Commissioners), New Mexico 2393. Torrance County Board of Commissioners (NM), New Mexico 2394. Union (NM), County of (Board of Commissioners), New Mexico 2395. Valencia (NM), County of (Board of Commissioners), New Mexico 2396. Albany (NY), City of, New York 2397. Albany (NY), County of, New York 2398. Allegany (NY), County of, New York 2399. Amherst (NY), Town of, New York 2400. Amityville (NY), Village of, New York 2401. Amsterdam (NY), City of, New York 2402. Auburn (NY), City of, New York 2403. Babylon (NY), Town of, New York 2404. Babylon (NY), Village of, New York 2405. Bellmore (NY), Fire District of, New York 2406. Bellport (NY), Village of, New York 2407. Board of Education of Rochester City School District (NY), New York 2408. Brookhaven (NY), Town of, New York 2409. Broome (NY), County of, New York 2410. Buffalo (NY), City of, New York 2411. Cattaraugus (NY), County of, New York 2412. Cayuga (NY), County of, New York 2413. Centereach (NY), Fire District, New York 2414. Centerport (NY), Fire District of, New York 2415. Chautauqua (NY), County of, New York 2416. Cheektowaga (NY), Town of, New York 2417. Chemung (NY), County of, New York 2418. Chenango (NY), County of, New York 2419. Clarkstown (NY), Town of, New York 2420. Clinton (NY), County of, New York 2421. Columbia (NY), County of, New York 2422. Cortland (NY) County of, New York 2423. Dutchess (NY), County of, New York 2424. East Hampton (NY), Village of, New York 2425. East Rockaway (NY), Village of, New York 2426. Erie (NY), County of, New York 2427. Essex (NY), County of, New York 2428. Farmingdale (NY), Village of, New York 2429. Floral Park (NY), Village of, New York 2430. Franklin (NY), County of, New York 2431. Fulton (NY), County of, New York 2432. Garden City (NY), Village of, New York 2433. Genesee (NY), County of, New York 2434. Geneva (NY), City of, New York 2435. Great Neck (NY), Village of, New York 2436. Greene (NY), County of, New York 2437. Greenport (NY), Village of, New York 2438. Hamilton (NY), County of, New York 2439. Hauppauge (NY), Fire District, New York 2440. Haverstraw (NY), Town of, New York 2441. Hempstead (NY), Town of, New York 2442. Hempstead (NY), Village of, New York 2443. Herkimer (NY), County of, New York 2444. Herkimer (NY), Village of, New York 2445. Hicksville (NY), Water District of, New York 2446. Huntington (NY), Town of, New York 2447. Island Park (NY), Village of, New York 2448. Islandia (NY), Village of, New York 2449. Islip (NY), Town of, New York 2450. Islip Terrace (NY), Fire District of, New York 2451. Ithaca (NY), City of, New York 2452. Jefferson (NY), County of, New York 2453. Kingston (NY), City of, New York 2454. Lackawanna (NY), City of, New York 2455. Lake Grove (NY), Village of, New York 2456. Lancaster (NY), Town of, New York 2457. Lawrence (NY), Village of, New York 2458. Levittown (NY), Fire District of, New York 2459. Lewis (NY), County of, New York 2460. Lindenhurst (NY), Village of, New York 2461. Livingston (NY), County of, New York 2462. Lloyd Harbor (NY), Village of, New York 2463. Long Beach (NY), City of, New York 2464. Lynbrook (NY), Village of, New York 2465. Madison (NY), County of, New York 2466. Massapequa Park (NY), Village of, New York 2467. Melville (NY), Fire District of, New York 2468. Merrick Library (NY), New York 2469. Mill Neck (NY), Village of, New York 2470. Miller Place (NY), Fire District of, New York 2471. Millerton (NY), Village of, New York AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-29 2472. Monroe (NY), County of, New York 2473. Montgomery (NY), County of, New York 2474. Mount Sinai (NY), Fire District of, New York 2475. Mount Vernon (NY), City of, New York 2476. Nassau (NY), County of, New York 2477. Nassau University Medical Center (NY), New York 2478. Nesconset (NY), Fire District of, New York 2479. New Hyde Park (NY), Village of, New York 2480. New York (NY), City of, New York 2481. Niagara (NY), County of, New York 2482. Nissequogue (NY), Village of, New York 2483. North Hempstead (NY), Town of, New York 2484. North Merrick (NY), Fire District of, New York 2485. North Patchogue (NY), Fire District of, New York 2486. Northport (NY), Village of, New York 2487. Ogdensburg (NY), City of, New York 2488. Old Westbury (NY), Village of, New York 2489. Oneida (NY), County of, New York 2490. Onondaga (NY), County of, New York 2491. Ontario (NY), County of, New York 2492. Orange (NY), County of, New York 2493. Orangetown (NY), Town of, New York 2494. Orleans (NY) County of, New York 2495. Oswego (NY), County of, New York 2496. Otsego (NY), County of, New York 2497. Oyster Bay (NY), Town of, New York 2498. Patchogue (NY), Village of, New York 2499. Plainview - Old Bethpage Public Library (NY), New York 2500. Plattsburgh (NY), City of, New York 2501. Poquott (NY), Village of, New York 2502. Port Washington (NY), Water District of, New York 2503. Port Washington North (NY), Village of, New York 2504. Poughkeepsie (NY), City of, New York 2505. Poughkeepsie (NY), Town of, New York 2506. Putnam (NY), County of, New York 2507. Ramapo (NY), Town of, New York 2508. Rensselaer (NY), County of, New York 2509. Ridge (NY), Fire District of, New York 2510. Riverhead (NY), Town of, New York 2511. Rochester (NY), City of, New York 2512. Rockland (NY), County of, New York 2513. Rockville Centre Public Library (NY), New York 2514. Rome (NY), City of, New York 2515. Rosalyn (NY) Water District, New York 2516. Saltaire (NY), Village of, New York 2517. Saratoga (NY), County of, New York 2518. Saratoga Springs (NY), City of, New York 2519. Schenectady (NY), City of, New York 2520. Schenectady (NY), County of, New York 2521. Schoharie (NY), County of, New York 2522. Schuyler (NY), County of, New York 2523. Seneca (NY), County of, New York 2524. Smithtown (NY), Fire District of, New York 2525. Smithtown (NY), Town of, New York 2526. South Farmingdale (NY), Fire District of, New York 2527. Southampton (NY), Town of, New York 2528. Southold (NY), Town of, New York 2529. St James (NY), Fire District, New York 2530. St. Lawrence (NY), County of, New York 2531. Steuben (NY), County of, New York 2532. Stewart Manor (NY), Village of, New York 2533. Stony Brook (NY), Fire District of, New York 2534. Stony Point (NY), Town of, New York 2535. Suffern (NY), Village of, New York 2536. Suffolk (NY), County of, New York 2537. Sullivan (NY), County of, New York 2538. Syracuse (NY), City of, New York 2539. The Branch (NY), Village of, New York 2540. Tioga (NY), County of, New York 2541. Tompkins (NY), County of, New York 2542. Tonawanda (NY), Town of, New York 2543. Troy (NY), City of, New York 2544. Ulster (NY), County of, New York 2545. Uniondale (NY), Fire District of, New York 2546. Utica (NY), City of, New York 2547. Valley Stream (NY), Village of, New York 2548. Wappinger (NY), Town of, New York 2549. Wappingers Falls (NY), Village of, New York 2550. Warren (NY), County of, New York 2551. Washington (NY), County of, New York 2552. West Hampton Dunes (NY), Village of, New York 2553. West Haverstraw (NY), Village of, New York 2554. West Hempstead (NY) Public Library, New York 2555. Westbury (NY), Village of, New York 2556. Westchester (NY), County of, New York 2557. Wyoming (NY), County of, New York 2558. Yates (NY) County of, New York AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-30 2559. Yonkers (NY), City of, New York 2560. Alamance (NC), County of, North Carolina 2561. Alexander (NC), County of, North Carolina 2562. Alleghany (NC), County of, North Carolina 2563. Anson (NC), County of, North Carolina 2564. Ashe (NC), County of, North Carolina 2565. Beaufort (NC), County of, North Carolina 2566. Bertie (NC), County of, North Carolina 2567. Bladen (NC), County of, North Carolina 2568. Brunswick (NC), County of, North Carolina 2569. Buncombe (NC), County of, North Carolina 2570. Burke (NC), County of, North Carolina 2571. Cabarrus (NC), County of, North Carolina 2572. Caldwell (NC), County of, North Carolina 2573. Camden (NC), County of, North Carolina 2574. Canton (NC), City of, North Carolina 2575. Carteret (NC), County of, North Carolina 2576. Caswell (NC), County of, North Carolina 2577. Catawba (NC), County of, North Carolina 2578. Chatham (NC), County of, North Carolina 2579. Cherokee (NC), County of, North Carolina 2580. Chowan (NC), County of, North Carolina 2581. Cleveland (NC), County of, North Carolina 2582. Columbus (NC), County of, North Carolina 2583. Craven (NC), County of, North Carolina 2584. Cumberland (NC), County of, North Carolina 2585. Currituck (NC), County of, North Carolina 2586. Dare (NC), County of, North Carolina 2587. Davidson (NC), County of, North Carolina 2588. Davie (NC), County of, North Carolina 2589. Duplin (NC), County of, North Carolina 2590. Durham (NC), County of, North Carolina 2591. Fayetteville (NC), City Of, North Carolina 2592. Forsyth (NC), County of, North Carolina 2593. Franklin (NC), County of, North Carolina 2594. Gaston (NC), County of, North Carolina 2595. Granville (NC), County of, North Carolina 2596. Greene (NC), County of, North Carolina 2597. Greensboro (NC), City of, North Carolina 2598. Guilford (NC), County of, North Carolina 2599. Halifax (NC), County of, North Carolina 2600. Haywood (NC), County of, North Carolina 2601. Henderson (NC), City of, North Carolina 2602. Hickory (NC), City of, North Carolina 2603. Iredell (NC) County of, North Carolina 2604. Jacksonville (NC), City of, North Carolina 2605. Jones (NC), County of, North Carolina 2606. Lee (NC), County of, North Carolina 2607. Lenoir (NC), County of, North Carolina 2608. Lincoln (NC), County of, North Carolina 2609. Madison (NC), County of, North Carolina 2610. Martin (NC), County of, North Carolina 2611. McDowell (NC), County of, North Carolina 2612. Mecklenburg (NC), County of, North Carolina 2613. Mitchell (NC), County of, North Carolina 2614. Moore (NC), County of, North Carolina 2615. New Hanover (NC), County of, North Carolina 2616. Onslow (NC), County of, North Carolina 2617. Orange (NC), County of, North Carolina 2618. Pamlico (NC), County of, North Carolina 2619. Pasquotank (NC), County of, North Carolina 2620. Person (NC), County of, North Carolina 2621. Pitt (NC), County of, North Carolina 2622. Polk (NC), County of, North Carolina 2623. Randolph (NC), County of, North Carolina 2624. Richmond (NC), County of, North Carolina 2625. Robeson (NC), County of, North Carolina 2626. Rockingham (NC), County of, North Carolina 2627. Rowan (NC), County of, North Carolina 2628. Rutherford (NC), County of, North Carolina 2629. Sampson (NC), County of, North Carolina 2630. Scotland (NC), County of, North Carolina 2631. Stokes (NC), County of, North Carolina 2632. Surry (NC), County of, North Carolina 2633. Tyrrell (NC), County of, North Carolina 2634. Vance (NC), County of, North Carolina 2635. Warren (NC), County of, North Carolina 2636. Washington (NC), County of, North Carolina 2637. Watauga (NC), County of, North Carolina 2638. Wayne (NC), County of, North Carolina 2639. Wilkes (NC), County of, North Carolina 2640. Wilmington (NC), City of, North Carolina 2641. Winston-Salem (NC), City of, North Carolina 2642. Yadkin (NC), County of, North Carolina 2643. Yancey (NC), County of, North Carolina 2644. Barnes (ND), County of, North Dakota 2645. Benson (ND), County of, North Dakota 2646. Bismarck (ND), City of, North Dakota 2647. Burleigh (ND), County of, North Dakota 2648. Cass (ND), County of, North Dakota 2649. Devils Lake (ND), City of, North Dakota 2650. Dickey (ND), County of, North Dakota 2651. Dunn (ND), County of, North Dakota 2652. Eddy (ND), County of, North Dakota 2653. Fargo (ND), City of, North Dakota AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-31 2654. Foster (ND), County of, North Dakota 2655. Grand Forks (ND), City of, North Dakota 2656. Grand Forks (ND), County of, North Dakota 2657. Lamoure (ND), County of, North Dakota 2658. Lisbon (ND), City of, North Dakota 2659. McKenzie (ND), County of, North Dakota 2660. McLean (ND), County of, North Dakota 2661. Mercer (ND), County of, North Dakota 2662. Mountrail (ND), County of, North Dakota 2663. Pembina (ND), County of, North Dakota 2664. Pierce (ND), County of, North Dakota 2665. Ramsey (ND), County of, North Dakota 2666. Ransom (ND), County of, North Dakota 2667. Richland (ND), County of, North Dakota 2668. Rolette (ND), County of, North Dakota 2669. Sargent (ND), County of, North Dakota 2670. Stark (ND), County of, North Dakota 2671. Towner (ND), County of, North Dakota 2672. Walsh (ND), County of, North Dakota 2673. Ward (ND), County of, North Dakota 2674. Wells (ND), County of, North Dakota 2675. Williams (ND), County of, North Dakota 2676. Adams (OH), County of (Board of Commissioners), Ohio 2677. Akron (OH), City of, Ohio 2678. Allen (OH), County of (Board of Commissioners), Ohio 2679. Alliance (OH), City of, Ohio 2680. Ashland (OH), City of, Ohio 2681. Ashland (OH), County of (Board of Commissioners), Ohio 2682. Ashtabula (OH), County of, Ohio 2683. Athens (OH), County of (Board of Commissioners), Ohio 2684. Auglaize (OH), County of (Board of Commissioners), Ohio 2685. Aurora (OH), City of, Ohio 2686. Barberton (OH), City of, Ohio 2687. Belmont (OH), County of (Board of Commissioners), Ohio 2688. Boston (OH), Township of, Ohio 2689. Boston Heights (OH), Village of, Ohio 2690. Broadview Heights (OH), City of, Ohio 2691. Brooklyn Heights (OH), Village of, Ohio 2692. Brown (OH), County of (Board of Commissioners), Ohio 2693. Brunswick (OH), City of, Ohio 2694. Butler (OH), County of (Board of Commissioners), Ohio 2695. Canton (OH), City of, Ohio 2696. Carroll (OH), County of (Board of Commissioners), Ohio 2697. Champaign (OH), County of (Board of Commissioners), Ohio 2698. Cincinnati (OH), City of, Ohio 2699. Clermont (OH), County of (Board of Commissioners), Ohio 2700. Cleveland (OH), City of, Ohio 2701. Clinton (OH), County of (Board of Commissioners), Ohio 2702. Clinton (OH), Village of, Ohio 2703. Columbiana (OH), County of (Board of Commissioners), Ohio 2704. Columbus (OH), City of, Ohio 2705. Copley (OH), Township of, Ohio 2706. Coshocton (OH), County of (Board of Commissioners), Ohio 2707. Coventry (OH), Township of, Ohio 2708. Crawford (OH), County of (Board of Commissioners), Ohio 2709. Cuyahoga Falls (OH), City of, Ohio 2710. Darke (OH), County of (Commissioners), Ohio 2711. Dayton (OH), City of, Ohio 2712. Delaware (OH), County of (Board of Commissioners), Ohio 2713. East Cleveland (OH), City of, Ohio 2714. Elyria (OH), City of, Ohio 2715. Erie (OH), County of (Board of Commissioners), Ohio 2716. Euclid (OH), City of, Ohio 2717. Fairfield (OH), City of, Ohio 2718. Fairfield (OH), County of (Board of Commissioners), Ohio 2719. Fairlawn (OH), City of, Ohio 2720. Fayette (OH), County of, Ohio 2721. Findlay (OH), City of, Ohio 2722. Fostoria (OH), City of, Ohio 2723. Franklin (OH), County of (Board of Commissioners), Ohio 2724. Fulton (OH), County of (Board of Commissioners), Ohio 2725. Gallia (OH), County of (Board of Commissioners), Ohio 2726. Garfield Heights (OH), City of, Ohio 2727. Geauga (OH), County of (Commissioners), Ohio 2728. Green (OH), City of, Ohio 2729. Guernsey (OH), County of (Board of Commissioners), Ohio 2730. Hamilton (OH), City of, Ohio 2731. Hamilton (OH), County of (Board of Commissioners), Ohio 2732. Hancock (OH), County of (Board of Commissioners), Ohio AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-32 2733. Harrison (OH), County of (Commissioners), Ohio 2734. Hocking (OH), County of (Board of Commissioners), Ohio 2735. Huron (OH), City of, Ohio 2736. Huron (OH), County of (Board of Commissioners), Ohio 2737. Ironton (OH), City of, Ohio 2738. Jackson (OH), County of (Board of Commissioners), Ohio 2739. Jefferson (OH), County of, Ohio 2740. Kent (OH), City of, Ohio 2741. Knox (OH), County of (Board of Commissioners), Ohio 2742. Lake (OH), County of, Ohio 2743. Lakemore (OH), Village of, Ohio 2744. Lakewood (OH), City of, Ohio 2745. Lawrence (OH), County of (Board of Commissioners), Ohio 2746. Lebanon (OH), City of, Ohio 2747. Licking (OH), County (Board of Commissioners), Ohio 2748. Lima (OH), City of, Ohio 2749. Logan (OH), County of (Board of Commissioners), Ohio 2750. Lorain (OH), City of, Ohio 2751. Lorain (OH), County of, Ohio 2752. Lucas (OH), County of (Board of Commissioners), Ohio 2753. Lucas County Children Services Board of Trustees (OH), Ohio 2754. Lyndhurst (OH), City of, Ohio 2755. Macedonia (OH), City of, Ohio 2756. Mansfield (OH), City of, Ohio 2757. Marietta (OH), City of, Ohio 2758. Marion (OH), County of, Ohio 2759. Massillon (OH), City of, Ohio 2760. Mayfield Heights (OH), City of, Ohio 2761. Medina (OH), County of, Ohio 2762. Meigs (OH), County of, Ohio 2763. Mental Health & Recovery Services Board of Allen, Auglaize, and Hardin Counties (OH), Ohio 2764. Mental Health & Recovery Services Board of Lucas County (OH), Ohio 2765. Mercer (OH), County of (Board of Commissioners), Ohio 2766. Miami (OH), County of (Board of Commissioners), Ohio 2767. Middletown (OH), City of, Ohio 2768. Mogadore (OH), Village of, Ohio 2769. Monroe (OH), County of (Board of Commissioners), Ohio 2770. Montgomery (OH), County of (Board of Commissioners), Ohio 2771. Morrow (OH), County of (Board of Commisioners), Ohio 2772. Munroe Falls (OH), City of, Ohio 2773. Muskingum (OH), County of (Board of Commissioners), Ohio 2774. New Franklin (OH), City of, Ohio 2775. Newburgh Heights (OH), Village of, Ohio 2776. Noble (OH), County of (Commissioners), Ohio 2777. North Olmsted (OH), City of, Ohio 2778. North Ridgeville (OH), City of, Ohio 2779. North Royalton (OH), City of, Ohio 2780. Norton (OH), City of, Ohio 2781. Norwalk (OH), City of, Ohio 2782. Olmsted Falls (OH), City of, Ohio 2783. Ottawa (OH), County of (Board of Commissioners), Ohio 2784. Painesville (OH), Township of, Ohio 2785. Parma (OH), City of, Ohio 2786. Parma Heights (OH), City of, Ohio 2787. Peninsula (OH), Village of, Ohio 2788. Perry (OH), County of (Board of Commissioners), Ohio 2789. Pike (OH), County of (Board), Ohio 2790. Portage (OH), County of, Ohio 2791. Portsmouth (OH), City of, Ohio 2792. Ravenna (OH), City of, Ohio 2793. Richfield (OH), Village of, Ohio 2794. Richland (OH), County Children's Services of, Ohio 2795. Ross (OH), County of, Ohio 2796. Sandusky (OH), City of, Ohio 2797. Sandusky (OH), County of (Commissioners), Ohio 2798. Scioto (OH), County of (Board of Commissioners), Ohio 2799. Seneca (OH), County of (Board of Commissioners), Ohio 2800. Seven Hills (OH), City of, Ohio 2801. Shelby (OH), County of (Board of Commissioners), Ohio 2802. Silver Lake (OH), Village of, Ohio 2803. Springfield (OH), Township of, Ohio 2804. St. Marys (OH), City of, Ohio 2805. Stark (OH), County of, Ohio 2806. Stow (OH), City of, Ohio 2807. Strongsville (OH), City of, Ohio 2808. Tallmadge (OH), City of, Ohio 2809. Toledo (OH), City of, Ohio 2810. Trumbull (OH), County of, Ohio 2811. Tuscarawas (OH), County of, Ohio AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-33 2812. Valley Fire District (OH), Ohio 2813. Van Wert (OH), City of, Ohio 2814. Van Wert (OH), County of (Board of Commissioners), Ohio 2815. Vinton County (OH), County of (Board of Commissioners), Ohio 2816. Warren (OH), City of, Ohio 2817. Warrensville Heights (OH), City of, Ohio 2818. Washington (OH), County of, Ohio 2819. Wayne (OH), County of (Board of Commissioners), Ohio 2820. Wickliffe (OH), City of, Ohio 2821. Williams (OH), County of (Commissioners), Ohio 2822. Wyandot (OH), County of (Board of Commissioners), Ohio 2823. Youngstown (OH), City of, Ohio 2824. Clackamas (OR), County of, Oregon 2825. Clatsop (OR), County of, Oregon 2826. Columbia (OR), County of, Oregon 2827. Coos (OR), County of, Oregon 2828. Curry (OR), County of, Oregon 2829. Jackson (OR), County of, Oregon 2830. Josephine (OR), County of, Oregon 2831. Lane (OR), County of, Oregon 2832. Multnomah (OR), County of, Oregon 2833. Portland (OR), City of, Oregon 2834. Washington (OR), County of, Oregon 2835. Yamhill (OR), County of, Oregon 2836. Adams (PA), County of, Pennsylvania 2837. Aliquippa (PA), City of, Pennsylvania 2838. Allegheny, (PA), County of, Pennsylvania 2839. Allegheny (PA)County of (District Attorney Stephen A. Zappala Jr.), Pennsylvania 2840. Allentown (PA), City of, Pennsylvania 2841. Armstrong (PA), County of, Pennsylvania 2842. Beaver (PA), County of, Pennsylvania 2843. Bedford (PA), County of, Pennsylvania 2844. Bensalem (PA), Township of, Pennsylvania 2845. Berks (PA) County of (District Attorney John Adams), Pennsylvania 2846. Bradford (PA), County of, Pennsylvania 2847. Bristol (PA), Township, Pennsylvania 2848. Bucks (PA), County of, Pennsylvania 2849. Bucks (PA) County of (District Attorney Matthew Weintraub), Pennsylvania 2850. Cambria (PA), County of, Pennsylvania 2851. Carbon (PA), County of, Pennsylvania 2852. Chester (PA), County of, Pennsylvania 2853. Chester (PA) County of (District Attorney Deborah Ryan), Pennsylvania 2854. Clarion (PA), County of, Pennsylvania 2855. Clearfield (PA), County of, Pennsylvania 2856. Clearfield (PA) County of (District Attorney Ryan P. Sayers), Pennsylvania 2857. Clinton (PA), County of, Pennsylvania 2858. Coatesville (PA), City of, Pennsylvania 2859. Columbia (PA), County of, Pennsylvania 2860. Cumberland (PA), County of, Pennsylvania 2861. Dauphin (PA) County of, (District Attorney Francis Chardo), Pennsylvania 2862. Delaware (PA), County of, Pennsylvania 2863. Delaware (PA) County of (District Attorney Jack Stollsteimer), Pennsylvania 2864. Edwardsville (PA), Borough of, Pennsylvania 2865. Erie (PA), County of, Pennsylvania 2866. Erie (PA) County of (District Attorney Jack Daneri), Pennsylvania 2867. Exeter (PA), Borough of, Pennsylvania 2868. Fairview (PA), Township of, Pennsylvania 2869. Fayette (PA), County of, Pennsylvania 2870. Forty Fort (PA), Borough of, Pennsylvania 2871. Franklin (PA), County of, Pennsylvania 2872. Greene (PA), County of, Pennsylvania 2873. Hanover (PA), Township of, Pennsylvania 2874. Hazleton (PA), City of, Pennsylvania 2875. Huntingdon (PA), County of, Pennsylvania 2876. Indiana (PA), County of, Pennsylvania 2877. Kingston (PA), Borough of, Pennsylvania 2878. Lackawanna (PA), County of, Pennsylvania 2879. Lawrence (PA), County of, Pennsylvania 2880. Lehigh (PA), County of, Pennsylvania 2881. Lehigh (PA) County of (District Attorney Jack B. Martin), Pennsylvania 2882. Lock Haven (PA), City of, Pennsylvania 2883. Lower Makefield (PA), Township of, Pennsylvania 2884. Lower Southampton (PA), Township of, Pennsylvania 2885. Luzerne (PA), County of, Pennsylvania 2886. Lycoming (PA), County of, Pennsylvania 2887. Mercer (PA), County of, Pennsylvania 2888. Middletown (PA), Township of, Pennsylvania 2889. Monroe (PA), County of, Pennsylvania 2890. Morrisville (PA), Borough of, Pennsylvania 2891. Nanticoke (PA), City of, Pennsylvania 2892. New Castle (PA), City of, Pennsylvania 2893. Newtown (PA), Township of, Pennsylvania 2894. Norristown (PA), Municipality of, Pennsylvania AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-34 2895. Northampton (PA) County of (District Attorney Terence Houck), Pennsylvania 2896. Northumberland (PA), County of, Pennsylvania 2897. Philadelphia (PA), City of, Pennsylvania 2898. Philadelphia (PA) County of (District Attorney Lawrence Krasner), Pennsylvania 2899. Pike (PA), County of, Pennsylvania 2900. Pittsburgh (PA), City of, Pennsylvania 2901. Plains (PA), Township, Pennsylvania 2902. Schuylkill (PA), County of, Pennsylvania 2903. Sugar Notch (PA), Borough, Pennsylvania 2904. Tioga (PA), County of, Pennsylvania 2905. Union (PA), Township of, Pennsylvania 2906. Warminster (PA), Township of, Pennsylvania 2907. Warrington (PA), Township of, Pennsylvania 2908. Washington (PA), County of, Pennsylvania 2909. West Norriton (PA), Township of, Pennsylvania 2910. West Pittston (PA), Borough of, Pennsylvania 2911. Westmoreland (PA), County of, Pennsylvania 2912. Westmoreland (PA) County of (District Attorney John Peck), Pennsylvania 2913. Wilkes-Barre (PA), City of, Pennsylvania 2914. Wilkes-Barre (PA), Township, Pennsylvania 2915. Wright (PA), Township of, Pennsylvania 2916. Wyoming (PA), Borough of, Pennsylvania 2917. Wyoming (PA), County of, Pennsylvania 2918. York (PA), County of, Pennsylvania 2919. Adjuntas (PR), Municipality of, Puerto Rico 2920. Arroyo (PR), Municipality of, Puerto Rico 2921. Barceloneta (PR), Municipality of, Puerto Rico 2922. Bayamon (PR), Municipality of, Puerto Rico 2923. Caguas (PR), Municipality of, Puerto Rico 2924. Canovanas Puerto Rico (PR), Municipality of, Puerto Rico 2925. Catano (PR), Municipality of, Puerto Rico 2926. Cayey (PR), Municipality of, Puerto Rico 2927. Ceiba (PR), Municipality of, Puerto Rico 2928. Cidra (PR), Municipality of, Puerto Rico 2929. Coamo (PR), Municipality of, Puerto Rico 2930. Guayanilla (PR), Municipality of, Puerto Rico 2931. Isla de Vieques (PR), Municipality of, Puerto Rico 2932. Juncos (PR), Municipality of, Puerto Rico 2933. Loiza (PR), Municipality of, Puerto Rico 2934. Rio Grande (PR), Municipality of, Puerto Rico 2935. Sabana Grande (PR), Municipality of, Puerto Rico 2936. San Juan (PR), Municipality of, Puerto Rico 2937. Vega Alta (PR), Municipality of, Puerto Rico 2938. Villalba (PR), Municipality of, Puerto Rico 2939. Yabucoa (PR), Municipality of, Puerto Rico 2940. Barrington (RI), Town of, Rhode Island 2941. Bristol (RI), Town of, Rhode Island 2942. Burrillville (RI), Town of, Rhode Island 2943. Central Falls (RI), City of, Rhode Island 2944. Charlestown (RI), Town of, Rhode Island 2945. Coventry (RI), Town of, Rhode Island 2946. Cranston (RI), City of, Rhode Island 2947. Cumberland (RI), Town of, Rhode Island 2948. East Greenwich (RI), Town of, Rhode Island 2949. East Providence (RI), City of, Rhode Island 2950. Foster (RI), Town of, Rhode Island 2951. Glocester (RI), Town of, Rhode Island 2952. Hopkinton (RI), Town of, Rhode Island 2953. Jamestown (RI), Town of, Rhode Island 2954. Johnston (RI), Town of, Rhode Island 2955. Middletown (RI), Town of, Rhode Island 2956. Narragansett (RI), Town of, Rhode Island 2957. Newport (RI), City of, Rhode Island 2958. North Kingstown (RI), Town of, Rhode Island 2959. North Providence (RI), Town of, Rhode Island 2960. Pawtucket (RI), City of, Rhode Island 2961. Portsmouth (RI), Town of, Rhode Island 2962. Providence (RI), City of, Rhode Island 2963. Richmond (RI), Town of, Rhode Island 2964. Scituate (RI), Town of, Rhode Island 2965. Smithfield (RI), Town of, Rhode Island 2966. South Kingstown (RI), Town of, Rhode Island 2967. Warren (RI), Town of, Rhode Island 2968. Warwick (RI), City of, Rhode Island 2969. West Greenwich (RI), Town of, Rhode Island 2970. West Warwick (RI), Town of, Rhode Island 2971. Westerly (RI), Town of, Rhode Island 2972. Woonsocket (RI), City of, Rhode Island 2973. Abbeville (SC), County of, South Carolina AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-35 2974. Aiken (SC), County of, South Carolina 2975. Allendale (SC), County of, South Carolina 2976. Anderson, (SC), County of, South Carolina 2977. Bamberg (SC), County of, South Carolina 2978. Barnwell (SC), County of, South Carolina 2979. Beaufort (SC), County of, South Carolina 2980. Berkeley (SC), County of, South Carolina 2981. Calhoun (SC), County of, South Carolina 2982. Charleston (SC), City of, South Carolina 2983. Charleston (SC), County of, South Carolina 2984. Cherokee (SC), County of, South Carolina 2985. Chester (SC), City of, South Carolina 2986. Chester (SC), County of, South Carolina 2987. Chesterfield (SC), County of, South Carolina 2988. Clarendon (SC), County of, South Carolina 2989. Colleton (SC), County of, South Carolina 2990. Columbia (SC), City of, South Carolina 2991. Dillon (SC), County of, South Carolina 2992. Dorchester (SC), County of, South Carolina 2993. Edgefield (SC), County, South Carolina 2994. Fairfield (SC) County of, South Carolina 2995. Florence (SC), County of, South Carolina 2996. Georgetown (SC), City of, South Carolina 2997. Georgetown (SC), County of, South Carolina 2998. Greenville (SC), County of, South Carolina 2999. Greenwood (SC), County of, South Carolina 3000. Hampton (SC), County of, South Carolina 3001. Horry (SC), County of, South Carolina 3002. Jasper (SC), County of, South Carolina 3003. Kershaw (SC) County Hospital Board, South Carolina 3004. Kershaw (SC), County of, South Carolina 3005. Lancaster (SC), County of, South Carolina 3006. Laurens (SC), County of, South Carolina 3007. Lee (SC), County of, South Carolina 3008. Lexington County (SC), South Carolina 3009. Marion (SC), County of, South Carolina 3010. Marlboro (SC), County of, South Carolina 3011. McCormick (SC), County of, South Carolina 3012. Mt. Pleasant (SC), Town of, South Carolina 3013. Myrtle Beach (SC), City of, South Carolina 3014. Newberry (SC), County of, South Carolina 3015. North Charleston (SC), City of, South Carolina 3016. Oconee (SC), County of, South Carolina 3017. Orangeburg (SC), City of, South Carolina 3018. Orangeburg (SC), County of, South Carolina 3019. Pickens (SC) County of, South Carolina 3020. Richland (SC), County of, South Carolina 3021. Saluda (SC), County of, South Carolina 3022. Spartanburg (SC), County of, South Carolina 3023. Summerville (SC), Town of, South Carolina 3024. Sumter (SC), County of, South Carolina 3025. Union (SC), County of, South Carolina 3026. Williamsburg (SC) County of, South Carolina 3027. York (SC), County of, South Carolina 3028. Pennington (SD), County of, South Dakota 3029. Alexandria (TN), Town of, Tennessee 3030. Algood (TN), City of, Tennessee 3031. Ardmore (TN), City of, Tennessee 3032. Arlington (TN), Town of, Tennessee 3033. Auburntown (TN), Town of, Tennessee 3034. Baxter (TN), Town of, Tennessee 3035. Bedford (TN), County of, Tennessee 3036. Bell Buckle (TN), Town of, Tennessee 3037. Blount (TN), County of, Tennessee 3038. Byrdstown (TN), Town of, Tennessee 3039. Campbell (TN), County of, Tennessee 3040. Cannon (TN), County of, Tennessee 3041. Celina (TN), City of, Tennessee 3042. Centertown (TN), Town of, Tennessee 3043. Chapel Hill (TN), Town of, Tennessee 3044. Claiborne (TN), County of, Tennessee 3045. Clarksville (TN), City of, Tennessee 3046. Clay (TN), County of, Tennessee 3047. Clifton (TN), City of, Tennessee 3048. Collinwood (TN), City of, Tennessee 3049. Columbia (TN), City of, Tennessee 3050. Cookeville (TN), City of, Tennessee 3051. Cornersville (TN), Town of, Tennessee 3052. Crab Orchard (TN), City of, Tennessee 3053. Crockett (TN), County of, Tennessee 3054. Crossville (TN), City of, Tennessee 3055. Cumberland (TN), County of, Tennessee 3056. Dandridge (TN), Town of, Tennessee 3057. Decatur (TN), County of, Tennessee 3058. Decatur (TN), Town of, Tennessee 3059. Dekalb (TN), County of, Tennessee 3060. Dowelltown (TN), Town of, Tennessee 3061. Doyle (TN), Town of, Tennessee 3062. Eagleville (TN), City of, Tennessee 3063. Elkton (TN), City of, Tennessee 3064. Ethridge (TN), Town of, Tennessee 3065. Fayetteville (TN), City of, Tennessee 3066. Fentress (TN), County of, Tennessee AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-36 3067. Gatlinburg (TN) City of, Tennessee 3068. Germantown (TN), City of, Tennessee 3069. Giles (TN), County of, Tennessee 3070. Greene (TN), County of, Tennessee 3071. Hamilton (TN), County of, Tennessee 3072. Hancock (TN), County of, Tennessee 3073. Hawkins (TN), County of, Tennessee 3074. Haywood (TN), County of, Tennessee 3075. Henderson (TN), County of, Tennessee 3076. Jefferson (TN), County of, Tennessee 3077. Johnson (TN), County of, Tennessee 3078. La Vergne (TN), City of, Tennessee 3079. Lauderdale (TN), County of, Tennessee 3080. Lawrence (TN), County of, Tennessee 3081. Lawrenceburg (TN), City of, Tennessee 3082. Lewisburg (TN), City of, Tennessee 3083. Lexington (TN), City of, Tennessee 3084. Liberty (TN), Town of, Tennessee 3085. Lincoln (TN), County of, Tennessee 3086. Livingston (TN), Town of, Tennessee 3087. Loretto (TN), City of, Tennessee 3088. Lynchburg, Moore County Metropolitan Government (TN), Tennessee 3089. Lynnville (TN), Town of, Tennessee 3090. Madison (TN), County of, Tennessee 3091. Marshall (TN), County of, Tennessee 3092. Maryville (TN), City of, Tennessee 3093. McMinnville (TN), City of, Tennessee 3094. Memphis (TN), City of, Tennessee 3095. Millington (TN), City of, Tennessee 3096. Minor Hill (TN), City of, Tennessee 3097. Monterey (TN), Town of, Tennessee 3098. Montgomery (TN), County of, Tennessee 3099. Morgan (TN), County of, Tennessee 3100. Morrison (TN), Town of, Tennessee 3101. Mount Pleasant (TN), City of, Tennessee 3102. Murfreesboro (TN), City of, Tennessee 3103. Nashville and Davidson County (TN), Government of, Tennessee 3104. Normandy (TN), Town of, Tennessee 3105. Obion (TN), County of, Tennessee 3106. Overton (TN), County of, Tennessee 3107. Petersburg (TN), Town of, Tennessee 3108. Pickett (TN), County of, Tennessee 3109. Pigeon Forge (TN), City of, Tennessee 3110. Pleasant Hill (TN), Town of, Tennessee 3111. Pulaski (TN), City of, Tennessee 3112. Putnam (TN), County of, Tennessee 3113. Ripley (TN), City of, Tennessee 3114. Rutherford (TN), County of, Tennessee 3115. Scott (TN), County, Tennessee 3116. Shelby (TN), County of (Board of Commissioners), Tennessee 3117. Shelbyville (TN), City of, Tennessee 3118. Smith (TN), County of, Tennessee 3119. Smithville (TN), City of, Tennessee 3120. Smyrna (TN), Town of, Tennessee 3121. Sparta (TN), City of, Tennessee 3122. Spencer (TN), Town of, Tennessee 3123. Spring Hill (TN), City of, Tennessee 3124. St. Joseph (TN), City of, Tennessee 3125. Sumner (TN), County of, Tennessee 3126. Van Buren (TN), County of, Tennessee 3127. Viola (TN), Town of, Tennessee 3128. Warren (TN), County of, Tennessee 3129. Wartrace (TN), Town of, Tennessee 3130. Washington (TN), County of, Tennessee 3131. Wayne (TN), County of, Tennessee 3132. Waynesboro (TN), City of, Tennessee 3133. White (TN), County of, Tennessee 3134. Williamson (TN), County of, Tennessee 3135. Woodbury (TN), Town of, Tennessee 3136. Angelina (TX), County of, Texas 3137. Bailey (TX), County of, Texas 3138. Bastrop (TX), County of, Texas 3139. Bexar (TX), County of, Texas 3140. Bexar County Hospital District d/b/a University Health System (TX), Texas 3141. Bowie (TX), County of, Texas 3142. Brazos (TX), County of, Texas 3143. Brooks (TX), County of, Texas 3144. Burleson (TX), County of, Texas 3145. Burleson County Hospital District (TX), Texas 3146. Burnet (TX), County of, Texas 3147. Caldwell (TX), County of, Texas 3148. Calhoun (TX), County of, Texas 3149. Cameron (TX), County of, Texas 3150. Camp (TX), County of, Texas 3151. Cass (TX), County of, Texas 3152. Castro (TX), County of, Texas 3153. Cherokee (TX), County of, Texas 3154. Childress (TX), County of, Texas 3155. Clay (TX), County of, Texas 3156. Colorado (TX), County of, Texas 3157. Cooke (TX), County of, Texas 3158. Coryell (TX), County of, Texas 3159. Dallas (TX), County of, Texas 3160. Dallas County Hospital District d/b/a Parkland Health & Hospital System (TX), Texas 3161. Delta (TX), County of, Texas 3162. Dimmit (TX), County of, Texas 3163. Duval (TX), County of, Texas 3164. Eagle Pass (TX), City of, Texas 3165. Ector (TX), County of, Texas AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-37 3166. El Paso (TX), County of, Texas 3167. Ellis (TX), County of, Texas 3168. Falls (TX), County of, Texas 3169. Fannin (TX), County of, Texas 3170. Fort Bend (TX), County of, Texas 3171. Franklin (TX), County of, Texas 3172. Freestone (TX), County of, Texas 3173. Galveston (TX), County of, Texas 3174. Grayson (TX), County of, Texas 3175. Guadalupe (TX), County of, Texas 3176. Guadalupe Valley Hospital a/k/a Guadalupe Regional Medical Center (TX), Texas 3177. Harris (TX), County of, Texas 3178. Harris County Hospital District d/b/a Harris Health System (TX), Texas 3179. Harrison (TX), County of, Texas 3180. Haskell (TX), County of, Texas 3181. Hays (TX), County of, Texas 3182. Henderson (TX), County of, Texas 3183. Hidalgo (TX), County of, Texas 3184. Hopkins (TX), County of, Texas 3185. Houston (TX), City of, Texas 3186. Houston (TX), County of, Texas 3187. Irving Independent School District (TX), Texas 3188. Jasper (TX), County of, Texas 3189. Jefferson (TX), County of, Texas 3190. Jim Hogg (TX), County of, Texas 3191. Jim Wells (TX), County of, Texas 3192. Johnson (TX), County of, Texas 3193. Jones (TX), County of, Texas 3194. Kaufman (TX), County of, Texas 3195. Kendall (TX), County of, Texas 3196. Kerr (TX), County of, Texas 3197. Kinney (TX), County of, Texas 3198. Kleberg (TX), County of, Texas 3199. La Salle (TX), County of, Texas 3200. Lamar (TX), County of, Texas 3201. Laredo (TX), City of, Texas 3202. Leon (TX), County of, Texas 3203. Leon Valley (TX), City of, Texas 3204. Liberty (TX), County of, Texas 3205. Limestone (TX), County of, Texas 3206. Lubbock (TX), County of, Texas 3207. Madison (TX), County of, Texas 3208. Marion (TX), County of, Texas 3209. Maverick (TX), County of, Texas 3210. McLennan (TX), County of, Texas 3211. McMullen (TX), County of, Texas 3212. Milam (TX), County of, Texas 3213. Mitchell (TX), County of, Texas 3214. Montgomery (TX), County of, Texas 3215. Morris (TX), County of, Texas 3216. Nacogdoches (TX), County of, Texas 3217. Newton (TX), County of, Texas 3218. Nolan (TX), County of, Texas 3219. Nueces (TX), County of, Texas 3220. Nueces County Hospital District (TX), Texas 3221. Ochiltree County Hospital District (TX), Texas 3222. Orange (TX), County of, Texas 3223. Palo Pinto County Hospital District a/k/a Palo Pinto General Hospital (TX), Texas 3224. Panola (TX), County of, Texas 3225. Polk (TX), County of, Texas 3226. Potter (TX), County of, Texas 3227. Red River (TX), County of, Texas 3228. Roberts (TX), County of, Texas 3229. Robertson (TX), County of, Texas 3230. Rockwall (TX), County of, Texas 3231. Rusk (TX), County of, Texas 3232. San Antonio (TX), City of, Texas 3233. San Patricio (TX), County of, Texas 3234. San Saba (TX), County of, Texas 3235. Shackelford (TX), County of, Texas 3236. Shelby (TX), County of, Texas 3237. Smith (TX), County of, Texas 3238. Socorro Independent School District (TX), Texas 3239. Stephens (TX), County of, Texas 3240. Tarrant (TX), County of, Texas 3241. Tarrant County Hospital District (TX) d/b/a JPS Health Network, Texas 3242. Terrell (TX), County of, Texas 3243. Texarkana Independent School District (TX), Texas 3244. Throckmorton (TX), County of, Texas 3245. Titus (TX), County of, Texas 3246. Travis (TX), County of, Texas 3247. Trinity (TX), County of, Texas 3248. Upshur (TX), County of, Texas 3249. Uvalde (TX), County of, Texas 3250. Van Zandt (TX), County of, Texas 3251. Walker (TX), County of, Texas 3252. Waller (TX), County of, Texas 3253. Webb (TX), County of, Texas 3254. West Wharton County (TX) Hospital District, Texas 3255. Wichita (TX), County of, Texas 3256. Williamson (TX), County of, Texas 3257. Wilson (TX), County of, Texas 3258. Wilson County Memorial Hospital District (TX), Texas 3259. Wood (TX), County of, Texas AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-38 3260. Zavala (TX), County of, Texas 3261. Beaver (UT), County of, Utah 3262. Cache (UT), County of, Utah 3263. Carbon (UT), County of, Utah 3264. Daggett (UT), County of, Utah 3265. Davis (UT), County of, Utah 3266. Duchesne (UT), County of, Utah 3267. Emery (UT), County of, Utah 3268. Garfield (UT), County of, Utah 3269. Grand (UT), County of, Utah 3270. Iron (UT), County of, Utah 3271. Juab (UT), County of, Utah 3272. Kane (UT), County of, Utah 3273. Millard (UT), County of, Utah 3274. Piute (UT), County of, Utah 3275. Rich (UT), County of, Utah 3276. Salt Lake (UT), County of, Utah 3277. San Juan (UT), County of, Utah 3278. Sanpete (UT), County of, Utah 3279. Sevier (UT), County of, Utah 3280. Summit (UT), County of, Utah 3281. Tooele (UT), County of, Utah 3282. Tri-County Health Department (UT), Utah 3283. Uintah (UT), County of, Utah 3284. Utah (UT), County of, Utah 3285. Wasatch (UT), County of, Utah 3286. Washington (UT), County of, Utah 3287. Wayne (UT), County of, Utah 3288. Weber (UT), County of, Utah 3289. Bennington (VT), Town of, Vermont 3290. Brattleboro (VT), Town of, Vermont 3291. Sharon (VT), Town of, Vermont 3292. St. Albans (VT), City of, Vermont 3293. Accomack (VA), County of, Virginia 3294. Alexandria (VA), City of, Virginia 3295. Alleghany (VA), County of, Virginia 3296. Amherst (VA), County of, Virginia 3297. Arlington (VA), County of (County Board), Virginia 3298. Bland (VA), County of, Virginia 3299. Botetourt (VA), County of, Virginia 3300. Bristol (VA), City of, Virginia 3301. Buchanan (VA), County of, Virginia 3302. Buena Vista (VA), City of, Virginia 3303. Carroll (VA), County of, Virginia 3304. Charlotte (VA), County of, Virginia 3305. Chesapeake (VA), City of, Virginia 3306. Chesterfield (VA), County of, Virginia 3307. Covington (VA), City of, Virginia 3308. Culpeper (VA), County of, Virginia 3309. Cumberland (VA), County of, Virginia 3310. Danville (VA), City of, Virginia 3311. Dickenson (VA), County of, Virginia 3312. Dinwiddie (VA), County of, Virginia 3313. Emporia (VA), City of, Virginia 3314. Fairfax (VA), City of, Virginia 3315. Fairfax (VA), County of (Board of Supervisors), Virginia 3316. Fauquier (VA), County of, Virginia 3317. Floyd (VA), County of, Virginia 3318. Franklin (VA), County of, Virginia 3319. Frederick (VA), County of, Virginia 3320. Fredericksburg (VA), City of, Virginia 3321. Galax (VA), City of, Virginia 3322. Giles (VA), County of, Virginia 3323. Goochland (VA), County of, Virginia 3324. Grayson (VA), County of, Virginia 3325. Greensville (VA), County of, Virginia 3326. Halifax (VA), County of, Virginia 3327. Henrico (VA), County of, Virginia 3328. Henry (VA), County of, Virginia 3329. Hopewell (VA), City of, Virginia 3330. Isle of Wight (VA), County of, Virginia 3331. King and Queen (VA), County of, Virginia 3332. Lee (VA), County of, Virginia 3333. Lexington (VA), City of, Virginia 3334. Loudoun (VA), County of, Virginia 3335. Louisa (VA), County of, Virginia 3336. Madison (VA), County of, Virginia 3337. Martinsville (VA), City of, Virginia 3338. Mecklenburg (VA), County of, Virginia 3339. Montgomery (VA), County of, Virginia 3340. Norfolk (VA), City of, Virginia 3341. Northampton (VA), County of, Virginia 3342. Northumberland (VA), County of, Virginia 3343. Norton (VA), City of, Virginia 3344. Page (VA), County of, Virginia 3345. Patrick (VA), County of, Virginia 3346. Pittsylvania (VA), County of, Virginia 3347. Portsmouth (VA), City of, Virginia 3348. Prince George (VA), County of, Virginia 3349. Prince William (VA), County of (Board of Supervisors), Virginia 3350. Pulaski (VA), County of, Virginia 3351. Radford (VA), City of, Virginia 3352. Richlands (VA), Town of, Virginia 3353. Richmond (VA), City of, Virginia 3354. Richmond (VA), County of, Virginia 3355. Roanoke (VA), City of, Virginia 3356. Roanoke (VA), County of, Virginia 3357. Rockbridge (VA), County of, Virginia 3358. Russell (VA), County of, Virginia 3359. Salem (VA), City of, Virginia 3360. Scott (VA), County of (Board of Supervisors), Virginia 3361. Shenandoah (VA), County of, Virginia AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-39 3362. Smyth (VA), County of, Virginia 3363. Stafford (VA), County of, Virginia 3364. Tazewell (VA), County of, Virginia 3365. Virginia Beach (VA), City of, Virginia 3366. Virginia Beach (VA), City of (Sheriff), Virginia 3367. Warren (VA), County of, Virginia 3368. Washington (VA), County of, Virginia 3369. Waynesboro (VA), City of, Virginia 3370. Westmoreland (VA), County of, Virginia 3371. Winchester (VA), City of, Virginia 3372. Wise (VA), County of (Board of Supervisors), Virginia 3373. Wythe (VA), County of, Virginia 3374. Adams (WI), County of, Wisconsin 3375. Ashland (WI), County of, Wisconsin 3376. Barron (WI), County of, Wisconsin 3377. Bayfield (WI), County of, Wisconsin 3378. Brown (WI), County of, Wisconsin 3379. Buffalo (WI), County of, Wisconsin 3380. Burnett (WI), County of, Wisconsin 3381. Calumet (WI), County of, Wisconsin 3382. Chippewa (WI), County of, Wisconsin 3383. Clark (WI), County of, Wisconsin 3384. Columbia (WI), County of, Wisconsin 3385. Crawford (WI), County of, Wisconsin 3386. Cudahy (WI), City of, Wisconsin 3387. Dane (WI), County of, Wisconsin 3388. Dodge (WI), County of, Wisconsin 3389. Door (WI), County of, Wisconsin 3390. Douglas (WI), County of, Wisconsin 3391. Dunn (WI), County of, Wisconsin 3392. Eau Claire (WI), County of, Wisconsin 3393. Florence (WI), County of, Wisconsin 3394. Fond du Lac (WI), County of, Wisconsin 3395. Forest (WI), County of, Wisconsin 3396. Franklin (WI), City of, Wisconsin 3397. Grant (WI), County of, Wisconsin 3398. Green (WI), County of, Wisconsin 3399. Green Lake (WI), County of, Wisconsin 3400. Greenfield (WI), City of, Wisconsin 3401. Iowa (WI), County of, Wisconsin 3402. Iron (WI), County of, Wisconsin 3403. Jackson (WI), County of, Wisconsin 3404. Janesville (WI), City of, Wisconsin 3405. Jefferson (WI), County of, Wisconsin 3406. Juneau (WI), County of, Wisconsin 3407. Kenosha (WI), City of, Wisconsin 3408. Kenosha (WI), County of, Wisconsin 3409. Kewaunee (WI), County of, Wisconsin 3410. La Crosse (WI), County of, Wisconsin 3411. Lafayette (WI), County of, Wisconsin 3412. Langlade (WI), County of, Wisconsin 3413. Lincoln (WI), County of, Wisconsin 3414. Manitowoc (WI), County of, Wisconsin 3415. Marathon (WI), County of, Wisconsin 3416. Marinette (WI), City of, Wisconsin 3417. Marinette (WI), County of, Wisconsin 3418. Marquette (WI), County of, Wisconsin 3419. Menominee (WI), County of, Wisconsin 3420. Milwaukee (WI), City of, Wisconsin 3421. Milwaukee (WI), County of, Wisconsin 3422. Monroe (WI), County of, Wisconsin 3423. Mount Pleasant (WI), Village of, Wisconsin 3424. Oak Creek (WI), City of, Wisconsin 3425. Oconto (WI), County of, Wisconsin 3426. Oneida (WI), County of, Wisconsin 3427. Outagamie (WI), County of, Wisconsin 3428. Ozaukee (WI), County of, Wisconsin 3429. Pepin (WI), County of, Wisconsin 3430. Pierce (WI), County of, Wisconsin 3431. Pleasant Prairie (WI), Village of, Wisconsin 3432. Portage (WI), County of, Wisconsin 3433. Price (WI), County of, Wisconsin 3434. Racine (WI), County of, Wisconsin 3435. Richland (WI), County of, Wisconsin 3436. Rock (WI), County of, Wisconsin 3437. Rusk (WI), County of, Wisconsin 3438. Sauk (WI), County of, Wisconsin 3439. Sawyer (WI), County of, Wisconsin 3440. Shawano (WI), County of, Wisconsin 3441. Sheboygan (WI), County of, Wisconsin 3442. South Milwaukee (WI), City of, Wisconsin 3443. St. Croix (WI), County of, Wisconsin 3444. Sturtevant (WI), Village of, Wisconsin 3445. Superior (WI), City of, Wisconsin 3446. Taylor (WI), County of, Wisconsin 3447. Trempealeau (WI), County of, Wisconsin 3448. Union Grove (WI), Village of, Wisconsin 3449. Vernon (WI), County of, Wisconsin 3450. Vilas (WI), County of, Wisconsin 3451. Walworth (WI), County of, Wisconsin 3452. Washburn (WI), County of, Wisconsin 3453. Washington (WI), County of, Wisconsin 3454. Waukesha (WI), County of, Wisconsin 3455. Waupaca (WI), County of, Wisconsin 3456. Waushara (WI), County of, Wisconsin 3457. Wauwatosa (WI), City of, Wisconsin 3458. West Allis (WI), City of, Wisconsin 3459. Winnebago (WI), County of, Wisconsin 3460. Wood (WI), County of, Wisconsin 3461. Yorkville (WI), Village of, Wisconsin 3462. Carbon (WY), County of, Wyoming 3463. Casper (WY), City of, Wyoming AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 C-40 3464. Cheyenne (WY), City of, Wyoming 3465. Green River (WY), City of, Wyoming 3466. Riverton (WY), City of, Wyoming 3467. Rock Springs (WY), City of, Wyoming 3468. Sweetwater (WY), County of, Wyoming AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 D-1 EXHIBIT D Later Litigating Subdivision Suspension and Offset Determinations Participation Tier Per Capita Amount13 Suspension Percentage Offset Cap Suspension Deadline and Ending Point 1 $2,500 66% 66% Earlier of (1) 6 months after denial of a motion to dismiss, (2) 12 months from filing, or (3) 6 months before final pre-trial conference, and until final judgment affirmed on appeal, including dismissal. 2 $2,000 33.33% 34% Earlier of (1) 6 months after denial of a motion to dismiss, (2) 12 months from filing, or (3) 6 months before final pre-trial conference, and until final judgment affirmed on appeal, including dismissal. 3 $1,500 27.5% 30% Earlier of (1) 9 months after denial of a motion to dismiss, (2) 12 months from filing, or (3) 6 months before final pre-trial conference, and until final judgment affirmed on appeal, including dismissal. 4 $1,000 20% 25% Earlier of (1) 9 months after denial of a motion to dismiss, (2) 12 months from filing, or (3) 6 months before final pre-trial conference, and until final judgment affirmed on appeal, including dismissal. 13 Population will be measured at the level of the Later Litigating Subdivision as described in Section XIV.A, Section XIV.B, and Section XIV.C. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 E-1 EXHIBIT E List of Opioid Remediation Uses Schedule A Core Strategies States and Qualifying Block Grantees shall choose from among the abatement strategies listed in Schedule B. However, priority shall be given to the following core abatement strategies (“Core Strategies”).14 A. NALOXONE OR OTHER FDA-APPROVED DRUG TO REVERSE OPIOID OVERDOSES 1. Expand training for first responders, schools, community support groups and families; and 2. Increase distribution to individuals who are uninsured or whose insurance does not cover the needed service. B. MEDICATION-ASSISTED TREATMENT (“MAT”) DISTRIBUTION AND OTHER OPIOID-RELATED TREATMENT 1. Increase distribution of MAT to individuals who are uninsured or whose insurance does not cover the needed service; 2. Provide education to school-based and youth-focused programs that discourage or prevent misuse; 3. Provide MAT education and awareness training to healthcare providers, EMTs, law enforcement, and other first responders; and 4. Provide treatment and recovery support services such as residential and inpatient treatment, intensive outpatient treatment, outpatient therapy or counseling, and recovery housing that allow or integrate medication and with other support services. 14 As used in this Schedule A, words like “expand,” “fund,” “provide” or the like shall not indicate a preference for new or existing programs. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 E-2 C. PREGNANT & POSTPARTUM WOMEN 1. Expand Screening, Brief Intervention, and Referral to Treatment (“SBIRT”) services to non-Medicaid eligible or uninsured pregnant women; 2. Expand comprehensive evidence-based treatment and recovery services, including MAT, for women with co- occurring Opioid Use Disorder (“OUD”) and other Substance Use Disorder (“SUD”)/Mental Health disorders for uninsured individuals for up to 12 months postpartum; and 3. Provide comprehensive wrap-around services to individuals with OUD, including housing, transportation, job placement/training, and childcare. D. EXPANDING TREATMENT FOR NEONATAL ABSTINENCE SYNDROME (“NAS”) 1. Expand comprehensive evidence-based and recovery support for NAS babies; 2. Expand services for better continuum of care with infant- need dyad; and 3. Expand long-term treatment and services for medical monitoring of NAS babies and their families. E. EXPANSION OF WARM HAND-OFF PROGRAMS AND RECOVERY SERVICES 1. Expand services such as navigators and on-call teams to begin MAT in hospital emergency departments; 2. Expand warm hand-off services to transition to recovery services; 3. Broaden scope of recovery services to include co-occurring SUD or mental health conditions; 4. Provide comprehensive wrap-around services to individuals in recovery, including housing, transportation, job placement/training, and childcare; and 5. Hire additional social workers or other behavioral health workers to facilitate expansions above. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 E-3 F. TREATMENT FOR INCARCERATED POPULATION 1. Provide evidence-based treatment and recovery support, including MAT for persons with OUD and co-occurring SUD/MH disorders within and transitioning out of the criminal justice system; and 2. Increase funding for jails to provide treatment to inmates with OUD. G. PREVENTION PROGRAMS 1. Funding for media campaigns to prevent opioid use (similar to the FDA’s “Real Cost” campaign to prevent youth from misusing tobacco); 2. Funding for evidence-based prevention programs in schools; 3. Funding for medical provider education and outreach regarding best prescribing practices for opioids consistent with the 2016 CDC guidelines, including providers at hospitals (academic detailing); 4. Funding for community drug disposal programs; and 5. Funding and training for first responders to participate in pre-arrest diversion programs, post-overdose response teams, or similar strategies that connect at-risk individuals to behavioral health services and supports. H. EXPANDING SYRINGE SERVICE PROGRAMS 1. Provide comprehensive syringe services programs with more wrap-around services, including linkage to OUD treatment, access to sterile syringes and linkage to care and treatment of infectious diseases. I. EVIDENCE-BASED DATA COLLECTION AND RESEARCH ANALYZING THE EFFECTIVENESS OF THE ABATEMENT STRATEGIES WITHIN THE STATE AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 E-4 Schedule B Approved Uses Support treatment of Opioid Use Disorder (OUD) and any co-occurring Substance Use Disorder or Mental Health (SUD/MH) conditions through evidence-based or evidence-informed programs or strategies that may include, but are not limited to, the following: PART ONE: TREATMENT A. TREAT OPIOID USE DISORDER (OUD) Support treatment of Opioid Use Disorder (“OUD”) and any co-occurring Substance Use Disorder or Mental Health (“SUD/MH”) conditions through evidence-based or evidence- informed programs or strategies that may include, but are not limited to, those that:15 1. Expand availability of treatment for OUD and any co-occurring SUD/MH conditions, including all forms of Medication-Assisted Treatment (“MAT”) approved by the U.S. Food and Drug Administration. 2. Support and reimburse evidence-based services that adhere to the American Society of Addiction Medicine (“ASAM”) continuum of care for OUD and any co- occurring SUD/MH conditions. 3. Expand telehealth to increase access to treatment for OUD and any co-occurring SUD/MH conditions, including MAT, as well as counseling, psychiatric support, and other treatment and recovery support services. 4. Improve oversight of Opioid Treatment Programs (“OTPs”) to assure evidence- based or evidence-informed practices such as adequate methadone dosing and low threshold approaches to treatment. 5. Support mobile intervention, treatment, and recovery services, offered by qualified professionals and service providers, such as peer recovery coaches, for persons with OUD and any co-occurring SUD/MH conditions and for persons who have experienced an opioid overdose. 6. Provide treatment of trauma for individuals with OUD (e.g., violence, sexual assault, human trafficking, or adverse childhood experiences) and family members (e.g., surviving family members after an overdose or overdose fatality), and training of health care personnel to identify and address such trauma. 7. Support evidence-based withdrawal management services for people with OUD and any co-occurring mental health conditions. 15 As used in this Schedule B, words like “expand,” “fund,” “provide” or the like shall not indicate a preference for new or existing programs. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 E-5 8. Provide training on MAT for health care providers, first responders, students, or other supporting professionals, such as peer recovery coaches or recovery outreach specialists, including telementoring to assist community-based providers in rural or underserved areas. 9. Support workforce development for addiction professionals who work with persons with OUD and any co-occurring SUD/MH conditions. 10. Offer fellowships for addiction medicine specialists for direct patient care, instructors, and clinical research for treatments. 11. Offer scholarships and supports for behavioral health practitioners or workers involved in addressing OUD and any co-occurring SUD/MH or mental health conditions, including, but not limited to, training, scholarships, fellowships, loan repayment programs, or other incentives for providers to work in rural or underserved areas. 12. Provide funding and training for clinicians to obtain a waiver under the federal Drug Addiction Treatment Act of 2000 (“DATA 2000”) to prescribe MAT for OUD, and provide technical assistance and professional support to clinicians who have obtained a DATA 2000 waiver. 13. Disseminate of web-based training curricula, such as the American Academy of Addiction Psychiatry’s Provider Clinical Support Service–Opioids web-based training curriculum and motivational interviewing. 14. Develop and disseminate new curricula, such as the American Academy of Addiction Psychiatry’s Provider Clinical Support Service for Medication– Assisted Treatment. B. SUPPORT PEOPLE IN TREATMENT AND RECOVERY Support people in recovery from OUD and any co-occurring SUD/MH conditions through evidence-based or evidence-informed programs or strategies that may include, but are not limited to, the programs or strategies that: 1. Provide comprehensive wrap-around services to individuals with OUD and any co-occurring SUD/MH conditions, including housing, transportation, education, job placement, job training, or childcare. 2. Provide the full continuum of care of treatment and recovery services for OUD and any co-occurring SUD/MH conditions, including supportive housing, peer support services and counseling, community navigators, case management, and connections to community-based services. 3. Provide counseling, peer-support, recovery case management and residential treatment with access to medications for those who need it to persons with OUD and any co-occurring SUD/MH conditions. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 E-6 4. Provide access to housing for people with OUD and any co-occurring SUD/MH conditions, including supportive housing, recovery housing, housing assistance programs, training for housing providers, or recovery housing programs that allow or integrate FDA-approved mediation with other support services. 5. Provide community support services, including social and legal services, to assist in deinstitutionalizing persons with OUD and any co-occurring SUD/MH conditions. 6. Support or expand peer-recovery centers, which may include support groups, social events, computer access, or other services for persons with OUD and any co-occurring SUD/MH conditions. 7. Provide or support transportation to treatment or recovery programs or services for persons with OUD and any co-occurring SUD/MH conditions. 8. Provide employment training or educational services for persons in treatment for or recovery from OUD and any co-occurring SUD/MH conditions. 9. Identify successful recovery programs such as physician, pilot, and college recovery programs, and provide support and technical assistance to increase the number and capacity of high-quality programs to help those in recovery. 10. Engage non-profits, faith-based communities, and community coalitions to support people in treatment and recovery and to support family members in their efforts to support the person with OUD in the family. 11. Provide training and development of procedures for government staff to appropriately interact and provide social and other services to individuals with or in recovery from OUD, including reducing stigma. 12. Support stigma reduction efforts regarding treatment and support for persons with OUD, including reducing the stigma on effective treatment. 13. Create or support culturally appropriate services and programs for persons with OUD and any co-occurring SUD/MH conditions, including new Americans. 14. Create and/or support recovery high schools. 15. Hire or train behavioral health workers to provide or expand any of the services or supports listed above. C. CONNECT PEOPLE WHO NEED HELP TO THE HELP THEY NEED (CONNECTIONS TO CARE) Provide connections to care for people who have—or are at risk of developing—OUD and any co-occurring SUD/MH conditions through evidence-based or evidence-informed programs or strategies that may include, but are not limited to, those that: AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 E-7 1. Ensure that health care providers are screening for OUD and other risk factors and know how to appropriately counsel and treat (or refer if necessary) a patient for OUD treatment. 2. Fund SBIRT programs to reduce the transition from use to disorders, including SBIRT services to pregnant women who are uninsured or not eligible for Medicaid. 3. Provide training and long-term implementation of SBIRT in key systems (health, schools, colleges, criminal justice, and probation), with a focus on youth and young adults when transition from misuse to opioid disorder is common. 4. Purchase automated versions of SBIRT and support ongoing costs of the technology. 5. Expand services such as navigators and on-call teams to begin MAT in hospital emergency departments. 6. Provide training for emergency room personnel treating opioid overdose patients on post-discharge planning, including community referrals for MAT, recovery case management or support services. 7. Support hospital programs that transition persons with OUD and any co-occurring SUD/MH conditions, or persons who have experienced an opioid overdose, into clinically appropriate follow-up care through a bridge clinic or similar approach. 8. Support crisis stabilization centers that serve as an alternative to hospital emergency departments for persons with OUD and any co-occurring SUD/MH conditions or persons that have experienced an opioid overdose. 9. Support the work of Emergency Medical Systems, including peer support specialists, to connect individuals to treatment or other appropriate services following an opioid overdose or other opioid-related adverse event. 10. Provide funding for peer support specialists or recovery coaches in emergency departments, detox facilities, recovery centers, recovery housing, or similar settings; offer services, supports, or connections to care to persons with OUD and any co-occurring SUD/MH conditions or to persons who have experienced an opioid overdose. 11. Expand warm hand-off services to transition to recovery services. 12. Create or support school-based contacts that parents can engage with to seek immediate treatment services for their child; and support prevention, intervention, treatment, and recovery programs focused on young people. 13. Develop and support best practices on addressing OUD in the workplace. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 E-8 14. Support assistance programs for health care providers with OUD. 15. Engage non-profits and the faith community as a system to support outreach for treatment. 16. Support centralized call centers that provide information and connections to appropriate services and supports for persons with OUD and any co-occurring SUD/MH conditions. D. ADDRESS THE NEEDS OF CRIMINAL JUSTICE-INVOLVED PERSONS Address the needs of persons with OUD and any co-occurring SUD/MH conditions who are involved in, are at risk of becoming involved in, or are transitioning out of the criminal justice system through evidence-based or evidence-informed programs or strategies that may include, but are not limited to, those that: 1. Support pre-arrest or pre-arraignment diversion and deflection strategies for persons with OUD and any co-occurring SUD/MH conditions, including established strategies such as: 1. Self-referral strategies such as the Angel Programs or the Police Assisted Addiction Recovery Initiative (“PAARI”); 2. Active outreach strategies such as the Drug Abuse Response Team (“DART”) model; 3. “Naloxone Plus” strategies, which work to ensure that individuals who have received naloxone to reverse the effects of an overdose are then linked to treatment programs or other appropriate services; 4. Officer prevention strategies, such as the Law Enforcement Assisted Diversion (“LEAD”) model; 5. Officer intervention strategies such as the Leon County, Florida Adult Civil Citation Network or the Chicago Westside Narcotics Diversion to Treatment Initiative; or 6. Co-responder and/or alternative responder models to address OUD-related 911 calls with greater SUD expertise. 2. Support pre-trial services that connect individuals with OUD and any co- occurring SUD/MH conditions to evidence-informed treatment, including MAT, and related services. 3. Support treatment and recovery courts that provide evidence-based options for persons with OUD and any co-occurring SUD/MH conditions. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 E-9 4. Provide evidence-informed treatment, including MAT, recovery support, harm reduction, or other appropriate services to individuals with OUD and any co- occurring SUD/MH conditions who are incarcerated in jail or prison. 5. Provide evidence-informed treatment, including MAT, recovery support, harm reduction, or other appropriate services to individuals with OUD and any co- occurring SUD/MH conditions who are leaving jail or prison or have recently left jail or prison, are on probation or parole, are under community corrections supervision, or are in re-entry programs or facilities. 6. Support critical time interventions (“CTI”), particularly for individuals living with dual-diagnosis OUD/serious mental illness, and services for individuals who face immediate risks and service needs and risks upon release from correctional settings. 7. Provide training on best practices for addressing the needs of criminal justice- involved persons with OUD and any co-occurring SUD/MH conditions to law enforcement, correctional, or judicial personnel or to providers of treatment, recovery, harm reduction, case management, or other services offered in connection with any of the strategies described in this section. E. ADDRESS THE NEEDS OF PREGNANT OR PARENTING WOMEN AND THEIR FAMILIES, INCLUDING BABIES WITH NEONATAL ABSTINENCE SYNDROME Address the needs of pregnant or parenting women with OUD and any co-occurring SUD/MH conditions, and the needs of their families, including babies with neonatal abstinence syndrome (“NAS”), through evidence-based or evidence-informed programs or strategies that may include, but are not limited to, those that: 1. Support evidence-based or evidence-informed treatment, including MAT, recovery services and supports, and prevention services for pregnant women—or women who could become pregnant—who have OUD and any co-occurring SUD/MH conditions, and other measures to educate and provide support to families affected by Neonatal Abstinence Syndrome. 2. Expand comprehensive evidence-based treatment and recovery services, including MAT, for uninsured women with OUD and any co-occurring SUD/MH conditions for up to 12 months postpartum. 3. Provide training for obstetricians or other healthcare personnel who work with pregnant women and their families regarding treatment of OUD and any co- occurring SUD/MH conditions. 4. Expand comprehensive evidence-based treatment and recovery support for NAS babies; expand services for better continuum of care with infant-need dyad; and expand long-term treatment and services for medical monitoring of NAS babies and their families. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 E-10 5. Provide training to health care providers who work with pregnant or parenting women on best practices for compliance with federal requirements that children born with NAS get referred to appropriate services and receive a plan of safe care. 6. Provide child and family supports for parenting women with OUD and any co- occurring SUD/MH conditions. 7. Provide enhanced family support and child care services for parents with OUD and any co-occurring SUD/MH conditions. 8. Provide enhanced support for children and family members suffering trauma as a result of addiction in the family; and offer trauma-informed behavioral health treatment for adverse childhood events. 9. Offer home-based wrap-around services to persons with OUD and any co- occurring SUD/MH conditions, including, but not limited to, parent skills training. 10. Provide support for Children’s Services—Fund additional positions and services, including supportive housing and other residential services, relating to children being removed from the home and/or placed in foster care due to custodial opioid use. PART TWO: PREVENTION F. PREVENT OVER-PRESCRIBING AND ENSURE APPROPRIATE PRESCRIBING AND DISPENSING OF OPIOIDS Support efforts to prevent over-prescribing and ensure appropriate prescribing and dispensing of opioids through evidence-based or evidence-informed programs or strategies that may include, but are not limited to, the following: 1. Funding medical provider education and outreach regarding best prescribing practices for opioids consistent with the Guidelines for Prescribing Opioids for Chronic Pain from the U.S. Centers for Disease Control and Prevention, including providers at hospitals (academic detailing). 2. Training for health care providers regarding safe and responsible opioid prescribing, dosing, and tapering patients off opioids. 3. Continuing Medical Education (CME) on appropriate prescribing of opioids. 4. Providing Support for non-opioid pain treatment alternatives, including training providers to offer or refer to multi-modal, evidence-informed treatment of pain. 5. Supporting enhancements or improvements to Prescription Drug Monitoring Programs (“PDMPs”), including, but not limited to, improvements that: AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 E-11 1. Increase the number of prescribers using PDMPs; 2. Improve point-of-care decision-making by increasing the quantity, quality, or format of data available to prescribers using PDMPs, by improving the interface that prescribers use to access PDMP data, or both; or 3. Enable states to use PDMP data in support of surveillance or intervention strategies, including MAT referrals and follow-up for individuals identified within PDMP data as likely to experience OUD in a manner that complies with all relevant privacy and security laws and rules. 6. Ensuring PDMPs incorporate available overdose/naloxone deployment data, including the United States Department of Transportation’s Emergency Medical Technician overdose database in a manner that complies with all relevant privacy and security laws and rules. 7. Increasing electronic prescribing to prevent diversion or forgery. 8. Educating dispensers on appropriate opioid dispensing. G. PREVENT MISUSE OF OPIOIDS Support efforts to discourage or prevent misuse of opioids through evidence-based or evidence-informed programs or strategies that may include, but are not limited to, the following: 1. Funding media campaigns to prevent opioid misuse. 2. Corrective advertising or affirmative public education campaigns based on evidence. 3. Public education relating to drug disposal. 4. Drug take-back disposal or destruction programs. 5. Funding community anti-drug coalitions that engage in drug prevention efforts. 6. Supporting community coalitions in implementing evidence-informed prevention, such as reduced social access and physical access, stigma reduction—including staffing, educational campaigns, support for people in treatment or recovery, or training of coalitions in evidence-informed implementation, including the Strategic Prevention Framework developed by the U.S. Substance Abuse and Mental Health Services Administration (“SAMHSA”). 7. Engaging non-profits and faith-based communities as systems to support prevention. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 E-12 8. Funding evidence-based prevention programs in schools or evidence-informed school and community education programs and campaigns for students, families, school employees, school athletic programs, parent-teacher and student associations, and others. 9. School-based or youth-focused programs or strategies that have demonstrated effectiveness in preventing drug misuse and seem likely to be effective in preventing the uptake and use of opioids. 10. Create or support community-based education or intervention services for families, youth, and adolescents at risk for OUD and any co-occurring SUD/MH conditions. 11. Support evidence-informed programs or curricula to address mental health needs of young people who may be at risk of misusing opioids or other drugs, including emotional modulation and resilience skills. 12. Support greater access to mental health services and supports for young people, including services and supports provided by school nurses, behavioral health workers or other school staff, to address mental health needs in young people that (when not properly addressed) increase the risk of opioid or another drug misuse. H. PREVENT OVERDOSE DEATHS AND OTHER HARMS (HARM REDUCTION) Support efforts to prevent or reduce overdose deaths or other opioid-related harms through evidence-based or evidence-informed programs or strategies that may include, but are not limited to, the following: 1. Increased availability and distribution of naloxone and other drugs that treat overdoses for first responders, overdose patients, individuals with OUD and their friends and family members, schools, community navigators and outreach workers, persons being released from jail or prison, or other members of the general public. 2. Public health entities providing free naloxone to anyone in the community. 3. Training and education regarding naloxone and other drugs that treat overdoses for first responders, overdose patients, patients taking opioids, families, schools, community support groups, and other members of the general public. 4. Enabling school nurses and other school staff to respond to opioid overdoses, and provide them with naloxone, training, and support. 5. Expanding, improving, or developing data tracking software and applications for overdoses/naloxone revivals. 6. Public education relating to emergency responses to overdoses. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 E-13 7. Public education relating to immunity and Good Samaritan laws. 8. Educating first responders regarding the existence and operation of immunity and Good Samaritan laws. 9. Syringe service programs and other evidence-informed programs to reduce harms associated with intravenous drug use, including supplies, staffing, space, peer support services, referrals to treatment, fentanyl checking, connections to care, and the full range of harm reduction and treatment services provided by these programs. 10. Expanding access to testing and treatment for infectious diseases such as HIV and Hepatitis C resulting from intravenous opioid use. 11. Supporting mobile units that offer or provide referrals to harm reduction services, treatment, recovery supports, health care, or other appropriate services to persons that use opioids or persons with OUD and any co-occurring SUD/MH conditions. 12. Providing training in harm reduction strategies to health care providers, students, peer recovery coaches, recovery outreach specialists, or other professionals that provide care to persons who use opioids or persons with OUD and any co- occurring SUD/MH conditions. 13. Supporting screening for fentanyl in routine clinical toxicology testing. PART THREE: OTHER STRATEGIES I. FIRST RESPONDERS In addition to items in section C, D and H relating to first responders, support the following: 1. Education of law enforcement or other first responders regarding appropriate practices and precautions when dealing with fentanyl or other drugs. 2. Provision of wellness and support services for first responders and others who experience secondary trauma associated with opioid-related emergency events. J. LEADERSHIP, PLANNING AND COORDINATION Support efforts to provide leadership, planning, coordination, facilitations, training and technical assistance to abate the opioid epidemic through activities, programs, or strategies that may include, but are not limited to, the following: 1. Statewide, regional, local or community regional planning to identify root causes of addiction and overdose, goals for reducing harms related to the opioid epidemic, and areas and populations with the greatest needs for treatment AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 E-14 intervention services, and to support training and technical assistance and other strategies to abate the opioid epidemic described in this opioid abatement strategy list. 2. A dashboard to (a) share reports, recommendations, or plans to spend opioid settlement funds; (b) to show how opioid settlement funds have been spent; (c) to report program or strategy outcomes; or (d) to track, share or visualize key opioid- or health-related indicators and supports as identified through collaborative statewide, regional, local or community processes. 3. Invest in infrastructure or staffing at government or not-for-profit agencies to support collaborative, cross-system coordination with the purpose of preventing overprescribing, opioid misuse, or opioid overdoses, treating those with OUD and any co-occurring SUD/MH conditions, supporting them in treatment or recovery, connecting them to care, or implementing other strategies to abate the opioid epidemic described in this opioid abatement strategy list. 4. Provide resources to staff government oversight and management of opioid abatement programs. K. TRAINING In addition to the training referred to throughout this document, support training to abate the opioid epidemic through activities, programs, or strategies that may include, but are not limited to, those that: 1. Provide funding for staff training or networking programs and services to improve the capability of government, community, and not-for-profit entities to abate the opioid crisis. 2. Support infrastructure and staffing for collaborative cross-system coordination to prevent opioid misuse, prevent overdoses, and treat those with OUD and any co- occurring SUD/MH conditions, or implement other strategies to abate the opioid epidemic described in this opioid abatement strategy list (e.g., health care, primary care, pharmacies, PDMPs, etc.). L. RESEARCH Support opioid abatement research that may include, but is not limited to, the following: 1. Monitoring, surveillance, data collection and evaluation of programs and strategies described in this opioid abatement strategy list. 2. Research non-opioid treatment of chronic pain. 3. Research on improved service delivery for modalities such as SBIRT that demonstrate promising but mixed results in populations vulnerable to opioid use disorders. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 E-15 4. Research on novel harm reduction and prevention efforts such as the provision of fentanyl test strips. 5. Research on innovative supply-side enforcement efforts such as improved detection of mail-based delivery of synthetic opioids. 6. Expanded research on swift/certain/fair models to reduce and deter opioid misuse within criminal justice populations that build upon promising approaches used to address other substances (e.g., Hawaii HOPE and Dakota 24/7). 7. Epidemiological surveillance of OUD-related behaviors in critical populations, including individuals entering the criminal justice system, including, but not limited to approaches modeled on the Arrestee Drug Abuse Monitoring (“ADAM”) system. 8. Qualitative and quantitative research regarding public health risks and harm reduction opportunities within illicit drug markets, including surveys of market participants who sell or distribute illicit opioids. 9. Geospatial analysis of access barriers to MAT and their association with treatment engagement and treatment outcomes. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 F-1 EXHIBIT F List of States and Overall Allocation Percentages Alabama 1.6419290312% Alaska 0.2584550539% American Samoa 0.0174042885% Arizona 2.3755949882% Arkansas 0.9663486633% California 9.9213830698% Colorado 1.6616291219% Connecticut 1.3343523420% Delaware 0.4900019063% District of Columbia 0.2048876457% Florida 7.0259134409% Georgia 2.7882080114% Guam 0.0509264160% Hawaii 0.3418358185% Idaho 0.5254331620% Illinois 3.3263363702% Indiana 2.2168933059% Iowa 0.7579283477% Kansas 0.8042000625% Kentucky 2.0929730531% Louisiana 1.5154431983% Maine 0.5613880586% Maryland 2.1106090494% Massachusetts 2.3035761083% Michigan 3.4020234989% Minnesota 1.2972597706% Mississippi 0.8898883053% Missouri 2.0056475170% Montana 0.3421667920% N. Mariana Islands 0.0185877315% Nebraska 0.4291907949% Nevada 1.2486754235% New Hampshire 0.6258752503% New Jersey 2.7551354545% New Mexico 0.8557238713% New York 5.3903813405% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 F-2 North Carolina 3.2502525994% North Dakota 0.1858703224% Ohio 4.3567051408% Oklahoma 1.5831626090% Oregon 1.4236951885% Pennsylvania 4.5882419559% Puerto Rico 0.7263201134% Rhode Island 0.4895626814% South Carolina 1.5834654145% South Dakota 0.2169945907% Tennessee 2.6881474977% Texas 6.2932157196% Utah 1.1889437113% Vermont 0.2844241374% Virgin Islands 0.0340410553% Virginia 2.2801150757% Washington 2.3189040182% Wisconsin 1.7582560561% Wyoming 0.1954758491% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 G-1 EXHIBIT G Subdivisions Eligible to Receive Direct Allocations from the Subdivision Fund and Default Subdivision Fund Allocation Percentages The Subdivisions set forth on this Exhibit G are eligible to receive direct allocations from the Subdivision Fund, if such Subdivisions are otherwise eligible to receive such funds under this Agreement. By default, the Subdivisions set forth on this Exhibit G shall include: (1) all Litigating Subdivisions that are General Purpose Governments; (2) all counties and parishes in States with functional counties or parishes; (3) all Subdivisions that are the highest level of General Purpose Government in States without functional counties or parishes; and (4) all other Subdivisions that are General Purpose Governments with a population of 10,000 or greater. A State may elect to add any additional Subdivisions to this Exhibit G at any time prior to the Initial Participation Date. Immediately upon the effectiveness of any State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution allowed by Section V.D.3 (or upon the effectiveness of an amendment to any State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution allowed by Section V.D.3) that addresses allocation from the Subdivision Fund, whether before or after the Initial Participation Date, this Exhibit G will automatically be amended to reflect the allocation from the Subdivision Fund pursuant to the State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution allowed by Section V.D.3. For the avoidance of doubt, inclusion on this Exhibit G shall not create any claim for any amount of the Settlement Fund, and no such amounts shall be allocated or distributed to any Subdivision included herein if such Subdivision does not otherwise meet all requirements to receive any such funds pursuant to this Agreement. The Parties recognize the benefits of remediation funds reaching all communities, including through direct payments from the Subdivision Fund. However, to promote efficiency in the use of such funds and avoid administratively-burdensome disbursements that would be too small to add a meaningful abatement response, certain Subdivisions do not receive a direct allocation from the Subdivision Fund. However, such Subdivisions will benefit from Opioid Remediation in their community, and are eligible to receive direct benefits from the Abatement Accounts Fund in their State. All settlement funds, whether allocated to a Settling State, an Abatement Accounts Fund or a Subdivision listed on this Exhibit G can be used for Opioid Remediation in communities not listed herein. As provided by Section V.D.4.c, the Allocation Percentages shown below apply to distribution of each Settling State’s Subdivision Fund in the absence of a State-Subdivision Agreement, Allocation Statute, or Statutory Trust. The allocation that would have otherwise gone to General Purpose Government Subdivisions not listed below as receiving a direct allocation shall be (1) directed to the county or parish in which such Subdivision is located in Settling States with functional counties or parishes if the relevant county or parish is a Participating Subdivision or (2) to the highest-level General Purpose Government in which such Subdivision is located in Settling States without functional counties or parishes if the relevant highest-level General AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 G-2 Purpose Government is a Participating Subdivision. Where the relevant county, parish or highest-level General Purpose Government is not a Participating Subdivision, allocations of General Purpose Subdivisions not listed below as eligible to become Participating Subdivisions shall be allocated pursuant to Section VII.I. The redirecting of funds described in this paragraph is intended to promote the efficient use of Opioid Remediation funds while keeping, where possible, local control of the distribution of those funds. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-3 State ID Qualifying Subdivision Consolidated State Allocation AK1 Anchorage Municipality, Alaska 47.6578000000% AK2 Fairbanks City, Alaska 5.1226000000% AK3 Fairbanks North Star Borough, Alaska 10.9627000000% AK4 Juneau City and Borough, Alaska 5.2324000000% AK5 Kenai Peninsula Borough, Alaska 9.4922000000% AK6 Ketchikan Gateway Borough, Alaska 2.2406000000% AK7 Kodiak Island Borough, Alaska 2.1839000000% AK8 Matanuska-Susitna Borough, Alaska 15.4726000000% AK9 Wasilla City, Alaska 1.6351000000% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-4 State ID Qualifying Subdivision Consolidated State Allocation AZ1 Apache County, Arizona 0.3907470000% AZ2 Apache Junction City, Arizona 0.2201340000% AZ3 Avondale City, Arizona 0.5677140000% AZ4 Benson City, Arizona 0.0652960000% AZ5 Bisbee City, Arizona 0.0643685000% AZ6 Buckeye City, Arizona 0.2664780000% AZ7 Bullhead City, Arizona 0.6416380000% AZ8 Camp Verde Town, Arizona 0.0416227000% AZ9 Carefree Town, Arizona 0.0231720000% AZ10 Casa Grande City, Arizona 0.2125144000% AZ11 Cave Creek Town, Arizona 0.0347580000% AZ12 Chandler City, Arizona 1.6567980000% AZ13 Chino Valley Town, Arizona 0.0291788000% AZ14 Clarkdale Town, Arizona 0.0308952000% AZ15 Clifton Town, Arizona 0.0102870000% AZ16 Cochise County, Arizona 1.1773685000% AZ17 Coconino County, Arizona 1.2011808000% AZ18 Colorado City Town, Arizona 0.0298778000% AZ19 Coolidge City, Arizona 0.0644448000% AZ20 Cottonwood City, Arizona 0.2098299000% AZ21 Dewey-Humboldt Town, Arizona 0.0660814000% AZ22 Douglas City, Arizona 0.1565620000% AZ23 Duncan Town, Arizona 0.0002520000% AZ24 Eagar Town, Arizona 0.1425540000% AZ25 El Mirage City, Arizona 0.2259270000% AZ26 Eloy City, Arizona 1.3418328000% AZ27 Flagstaff City, Arizona 0.3114360000% AZ28 Florence Town, Arizona 0.0456484000% AZ29 Fountain Hills Town, Arizona 0.0984810000% AZ30 Fredonia Town, Arizona 0.0052328000% AZ31 Gila Bend Town, Arizona 0.0173790000% AZ32 Gila County, Arizona 0.7780446000% AZ33 Gilbert Town, Arizona 0.9906030000% AZ34 Glendale City, Arizona 1.5235590000% AZ35 Globe City, Arizona 0.1168266000% AZ36 Goodyear City, Arizona 0.4402680000% AZ37 Graham County, Arizona 0.4476494000% AZ38 Greenlee County, Arizona 0.0794610000% AZ39 Guadalupe Town, Arizona 0.0000000000% AZ40 Hayden Town, Arizona 0.0263802000% AZ41 Holbrook City, Arizona 0.0575625000% AZ42 Huachuca City Town, Arizona 0.0168805000% AZ43 Jerome Town, Arizona 0.0012873000% AZ44 Kearny Town, Arizona 0.0107408000% AZ45 Kingman City, Arizona 0.4853918000% AZ46 La Paz County, Arizona 0.2670171000% AZ47 Lake Havasu City, Arizona 0.6793526000% AZ48 Litchfield Park City, Arizona 0.0231720000% AZ49 Mammoth Town, Arizona 0.0061376000% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-5 State ID Qualifying Subdivision Consolidated State Allocation AZ50 Marana Town, Arizona 0.3841282000% AZ51 Maricopa City, Arizona 0.1047228000% AZ52 Maricopa County, Arizona 29.8513290000% AZ53 Mesa City, Arizona 3.5105580000% AZ54 Miami Town, Arizona 0.0309482000% AZ55 Mohave County, Arizona 3.0617398000% AZ56 Navajo County, Arizona 1.0789515000% AZ57 Nogales City, Arizona 0.0834350000% AZ58 Oro Valley Town, Arizona 0.3207284000% AZ59 Page City, Arizona 0.0575608000% AZ60 Paradise Valley Town, Arizona 0.1969620000% AZ61 Parker Town, Arizona 0.0156219000% AZ62 Patagonia Town, Arizona 0.0024790000% AZ63 Payson Town, Arizona 0.1846614000% AZ64 Peoria City, Arizona 0.8747430000% AZ65 Phoenix City, Arizona 12.3275040000% AZ66 Pima County, Arizona 13.4612693000% AZ67 Pima Town, Arizona 0.0159618000% AZ68 Pinal County, Arizona 2.0334636000% AZ69 Pinetop-Lakeside Town, Arizona 0.0729125000% AZ70 Prescott City, Arizona 0.5917289000% AZ71 Prescott Valley Town, Arizona 0.3471419000% AZ72 Quartzsite Town, Arizona 0.0183911000% AZ73 Queen Creek Town, Arizona 0.0637230000% AZ74 Safford City, Arizona 0.1929077000% AZ75 Sahuarita Town, Arizona 0.1510407000% AZ76 San Luis City, Arizona 0.0963840000% AZ77 Santa Cruz County, Arizona 0.2840860000% AZ78 Scottsdale City, Arizona 2.3114070000% AZ79 Sedona City, Arizona 0.0690392000% AZ80 Show Low City, Arizona 0.1441365000% AZ81 Sierra Vista City, Arizona 0.3084865000% AZ82 Snowflake Town, Arizona 0.0451290000% AZ83 Somerton City, Arizona 0.0449792000% AZ84 South Tucson City, Arizona 0.0578057000% AZ85 Springerville Town, Arizona 0.0740370000% AZ86 St. Johns City, Arizona 0.0826620000% AZ87 Star Valley Town, Arizona 0.0039970000% AZ88 Superior Town, Arizona 0.0168784000% AZ89 Surprise City, Arizona 0.5677140000% AZ90 Taylor Town, Arizona 0.0411380000% AZ91 Tempe City, Arizona 1.8943110000% AZ92 Thatcher Town, Arizona 0.0624092000% AZ93 Tolleson City, Arizona 0.1564110000% AZ94 Tombstone City, Arizona 0.0215180000% AZ95 Tucson City, Arizona 4.2720277000% AZ96 Tusayan Town, Arizona 0.0113096000% AZ97 Wellton Town, Arizona 0.0122488000% AZ98 Wickenburg Town, Arizona 0.0579300000% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-6 State ID Qualifying Subdivision Consolidated State Allocation AZ99 Willcox City, Arizona 0.0443345000% AZ100 Williams City, Arizona 0.0324096000% AZ101 Winkelman Town, Arizona 0.0011420000% AZ102 Winslow City, Arizona 0.0950165000% AZ103 Yavapai County, Arizona 2.9740921000% AZ104 Youngtown, Arizona 0.0289650000% AZ105 Yuma City, Arizona 0.5285056000% AZ106 Yuma County, Arizona 1.3258824000% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-7 State ID Qualifying Subdivision Consolidated State Allocation AR1 Adona City, Arkansas 0.0020790506% AR2 Alexander City, Arkansas 0.0103476018% AR3 Alicia Town, Arkansas 0.0002309579% AR4 Allport Town, Arkansas 0.0026587350% AR5 Alma City, Arkansas 0.1875236673% AR6 Almyra Town, Arkansas 0.0010881066% AR7 Alpena Town, Arkansas 0.0141319347% AR8 Altheimer City, Arkansas 0.0071081808% AR9 Altus City, Arkansas 0.0161149675% AR10 Amagon Town, Arkansas 0.0016587759% AR11 Amity City, Arkansas 0.0105947297% AR12 Anthonyville Town, Arkansas 0.0010978372% AR13 Antoine Town, Arkansas 0.0010576270% AR14 Arkadelphia City, Arkansas 0.2710593166% AR15 Arkansas City, Arkansas 0.0026365550% AR16 Arkansas County, Arkansas 0.2272004928% AR17 Ash Flat City, Arkansas 0.0560964456% AR18 Ashdown City, Arkansas 0.0210645360% AR19 Ashley County, Arkansas 0.3024558569% AR20 Atkins City, Arkansas 0.0507540769% AR21 Aubrey Town, Arkansas 0.0021166850% AR22 Augusta City, Arkansas 0.0134645321% AR23 Austin City, Arkansas 0.0201747613% AR24 Avoca Town, Arkansas 0.0030227727% AR25 Bald Knob City, Arkansas 0.1048227005% AR26 Banks Town, Arkansas 0.0006822846% AR27 Barling City, Arkansas 0.1588678563% AR28 Bassett Town, Arkansas 0.0011499243% AR29 Batesville City, Arkansas 0.1318965785% AR30 Bauxite Town, Arkansas 0.0049816222% AR31 Baxter County, Arkansas 0.8690235470% AR32 Bay City, Arkansas 0.0250493472% AR33 Bearden City, Arkansas 0.0161101022% AR34 Beaver Town, Arkansas 0.0051365958% AR35 Beebe City, Arkansas 0.2412092213% AR36 Beedeville Town, Arkansas 0.0018030172% AR37 Bella Vista City, Arkansas 0.5136648745% AR38 Bellefonte Town, Arkansas 0.0008435545% AR39 Belleville City, Arkansas 0.0050880860% AR40 Ben Lomond Town, Arkansas 0.0012499489% AR41 Benton City, Arkansas 1.3762616667% AR42 Benton County, Arkansas 1.8942612236% AR43 Bentonville City, Arkansas 1.3212148347% AR44 Bergman Town, Arkansas 0.0080191338% AR45 Berryville City, Arkansas 0.1767673815% AR46 Bethel Heights City, Arkansas 0.0550911920% AR47 Big Flat Town, Arkansas 0.0005552148% AR48 Bigelow Town, Arkansas 0.0028351731% AR49 Biggers Town, Arkansas 0.0002571446% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-8 State ID Qualifying Subdivision Consolidated State Allocation AR50 Birdsong Town, Arkansas 0.0001210597% AR51 Black Oak Town, Arkansas 0.0003079439% AR52 Black Rock City, Arkansas 0.0020552966% AR53 Black Springs Town, Arkansas 0.0007714338% AR54 Blevins City, Arkansas 0.0042289340% AR55 Blue Eye Town, Arkansas 0.0007084713% AR56 Blue Mountain Town, Arkansas 0.0023457827% AR57 Bluff City Town, Arkansas 0.0001956131% AR58 Blytheville City, Arkansas 0.3444881956% AR59 Bodcaw Town, Arkansas 0.0004892473% AR60 Bonanza City, Arkansas 0.0271534397% AR61 Bono City, Arkansas 0.0166311169% AR62 Boone County, Arkansas 0.6844345049% AR63 Booneville City, Arkansas 0.2395670446% AR64 Bradford City, Arkansas 0.0196136795% AR65 Bradley City, Arkansas 0.0127167093% AR66 Bradley County, Arkansas 0.0903557767% AR67 Branch City, Arkansas 0.0001595527% AR68 Briarcliff City, Arkansas 0.0001841653% AR69 Brinkley City, Arkansas 0.0788794288% AR70 Brookland City, Arkansas 0.0336729211% AR71 Bryant City, Arkansas 1.0536173112% AR72 Buckner City, Arkansas 0.0065180504% AR73 Bull Shoals City, Arkansas 0.0692543217% AR74 Burdette Town, Arkansas 0.0001210597% AR75 Cabot City, Arkansas 0.9626014299% AR76 Caddo Valley Town, Arkansas 0.0447599031% AR77 Caldwell Town, Arkansas 0.0042239256% AR78 Cale Town, Arkansas 0.0007827384% AR79 Calhoun County, Arkansas 0.1397959405% AR80 Calico Rock City, Arkansas 0.0024459503% AR81 Calion City, Arkansas 0.0029361993% AR82 Camden City, Arkansas 0.4098542963% AR83 Cammack Village City, Arkansas 0.0112054660% AR84 Campbell Station City, Arkansas 0.0043090681% AR85 Caraway City, Arkansas 0.0225855098% AR86 Carlisle City, Arkansas 0.1468534652% AR87 Carroll County, Arkansas 0.5928260605% AR88 Carthage City, Arkansas 0.0016610654% AR89 Casa Town, Arkansas 0.0015121018% AR90 Cash Town, Arkansas 0.0012319187% AR91 Caulksville Town, Arkansas 0.0006928738% AR92 Cave City, Arkansas 0.0850463202% AR93 Cave Springs City, Arkansas 0.0320796835% AR94 Cedarville City, Arkansas 0.0178802072% AR95 Centerton City, Arkansas 0.1131077079% AR96 Central City Town, Arkansas 0.0174268772% AR97 Charleston City, Arkansas 0.0410054775% AR98 Cherokee Village City, Arkansas 0.2125413902% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-9 State ID Qualifying Subdivision Consolidated State Allocation AR99 Cherry Valley City, Arkansas 0.0081466329% AR100 Chester Town, Arkansas 0.0004361585% AR101 Chicot County, Arkansas 0.2832352637% AR102 Chidester City, Arkansas 0.0007419559% AR103 Clarendon City, Arkansas 0.0270484068% AR104 Clark County, Arkansas 0.3342708117% AR105 Clarksville City, Arkansas 0.2458837581% AR106 Clay County, Arkansas 0.0479674136% AR107 Cleburne County, Arkansas 0.3503158049% AR108 Cleveland County, Arkansas 0.1143679597% AR109 Clinton City, Arkansas 0.0824034689% AR110 Coal Hill City, Arkansas 0.1328713526% AR111 Colt City, Arkansas 0.0085205444% AR112 Columbia County, Arkansas 0.0671663991% AR113 Concord Town, Arkansas 0.0150785188% AR114 Conway City, Arkansas 2.0922743015% AR115 Conway County, Arkansas 0.5138971203% AR116 Corning City, Arkansas 0.0191809554% AR117 Cotter City, Arkansas 0.0233925747% AR118 Cotton Plant City, Arkansas 0.0024986099% AR119 Cove Town, Arkansas 0.0001777260% AR120 Coy Town, Arkansas 0.0078196572% AR121 Craighead County, Arkansas 0.9265189050% AR122 Crawford County, Arkansas 0.9565887967% AR123 Crawfordsville Town, Arkansas 0.0037229444% AR124 Crittenden County, Arkansas 0.4864689351% AR125 Cross County, Arkansas 0.3114968436% AR126 Crossett City, Arkansas 0.2482926464% AR127 Cushman City, Arkansas 0.0031235127% AR128 Daisy Town, Arkansas 0.0019036142% AR129 Dallas County, Arkansas 0.1170103816% AR130 Damascus Town, Arkansas 0.0328833141% AR131 Danville City, Arkansas 0.0554598088% AR132 Dardanelle City, Arkansas 0.1270318663% AR133 Datto Town, Arkansas 0.0002041989% AR134 De Queen City, Arkansas 0.1825177187% AR135 De Valls Bluff City, Arkansas 0.0153369512% AR136 Decatur City, Arkansas 0.0461206088% AR137 Delaplaine Town, Arkansas 0.0012409338% AR138 Delight City, Arkansas 0.0019036142% AR139 Dell Town, Arkansas 0.0049627334% AR140 Denning Town, Arkansas 0.0066893371% AR141 Dermott City, Arkansas 0.0098811069% AR142 Des Arc City, Arkansas 0.0461902968% AR143 Desha County, Arkansas 0.1880442527% AR144 Dewitt City, Arkansas 0.0561472449% AR145 Diamond City, Arkansas 0.0067481498% AR146 Diaz City, Arkansas 0.0144799456% AR147 Dierks City, Arkansas 0.0109843817% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-10 State ID Qualifying Subdivision Consolidated State Allocation AR148 Donaldson Town, Arkansas 0.0097288521% AR149 Dover City, Arkansas 0.0357561215% AR150 Drew County, Arkansas 0.4312385101% AR151 Dumas City, Arkansas 0.0345209116% AR152 Dyer City, Arkansas 0.0039248537% AR153 Dyess Town, Arkansas 0.0004842389% AR154 Earle City, Arkansas 0.0169920066% AR155 East Camden Town, Arkansas 0.0077825952% AR156 Edmondson Town, Arkansas 0.0080664988% AR157 Egypt Town, Arkansas 0.0007186312% AR158 El Dorado City, Arkansas 0.7549722601% AR159 Elaine City, Arkansas 0.0061272536% AR160 Elkins City, Arkansas 0.0584820092% AR161 Elm Springs City, Arkansas 0.0169270407% AR162 Emerson Town, Arkansas 0.0007712907% AR163 Emmet City, Arkansas 0.0006732695% AR164 England City, Arkansas 0.1277733929% AR165 Enola Town, Arkansas 0.0166283981% AR166 Etowah Town, Arkansas 0.0016945500% AR167 Eudora City, Arkansas 0.0090127967% AR168 Eureka Springs City, Arkansas 0.3891361972% AR169 Evening Shade City, Arkansas 0.0112877465% AR170 Everton Town, Arkansas 0.0023825585% AR171 Fairfield Bay City, Arkansas 0.0994183710% AR172 Fargo Town, Arkansas 0.0003540210% AR173 Farmington City, Arkansas 0.0908450240% AR174 Faulkner County, Arkansas 1.0072116540% AR175 Fayetteville City, Arkansas 2.1103658624% AR176 Felsenthal Town, Arkansas 0.0017181610% AR177 Fifty-Six City, Arkansas 0.0004614866% AR178 Fisher City, Arkansas 0.0019605666% AR179 Flippin City, Arkansas 0.0956901320% AR180 Fordyce City, Arkansas 0.0545063561% AR181 Foreman City, Arkansas 0.0020583016% AR182 Forrest City, Arkansas 0.2961090931% AR183 Fort Smith City, Arkansas 3.8434930088% AR184 Fouke City, Arkansas 0.0054372418% AR185 Fountain Hill Town, Arkansas 0.0007150537% AR186 Fountain Lake Town, Arkansas 0.0028270166% AR187 Fourche Town, Arkansas 0.0009659021% AR188 Franklin County, Arkansas 0.5981687154% AR189 Franklin Town, Arkansas 0.0147063245% AR190 Fredonia (Biscoe) Town, Arkansas 0.0078030580% AR191 Friendship Town, Arkansas 0.0051302995% AR192 Fulton County, Arkansas 0.4958178657% AR193 Fulton Town, Arkansas 0.0066352466% AR194 Garfield Town, Arkansas 0.0074476060% AR195 Garland County, Arkansas 1.7334588443% AR196 Garland Town, Arkansas 0.0002891982% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-11 State ID Qualifying Subdivision Consolidated State Allocation AR197 Garner Town, Arkansas 0.0077934705% AR198 Gassville City, Arkansas 0.0727563250% AR199 Gateway Town, Arkansas 0.0062878080% AR200 Gentry City, Arkansas 0.0904861377% AR201 Georgetown, Arkansas 0.0040265954% AR202 Gilbert Town, Arkansas 0.0024831554% AR203 Gillett City, Arkansas 0.0114616089% AR204 Gillham Town, Arkansas 0.0013801668% AR205 Gilmore City, Arkansas 0.0000954454% AR206 Glenwood City, Arkansas 0.0480021861% AR207 Goshen Town, Arkansas 0.0031660124% AR208 Gosnell City, Arkansas 0.0272347186% AR209 Gould City, Arkansas 0.0171248002% AR210 Grady City, Arkansas 0.0313103962% AR211 Grannis City, Arkansas 0.0009242610% AR212 Grant County, Arkansas 0.2664481715% AR213 Gravette City, Arkansas 0.0803454535% AR214 Green Forest City, Arkansas 0.1176088116% AR215 Greenbrier City, Arkansas 0.0720066419% AR216 Greene County, Arkansas 0.5298528213% AR217 Greenland City, Arkansas 0.0237445924% AR218 Greenway City, Arkansas 0.0004757962% AR219 Greenwood City, Arkansas 0.2310067194% AR220 Greers Ferry City, Arkansas 0.0499860774% AR221 Griffithville Town, Arkansas 0.0045461792% AR222 Grubbs City, Arkansas 0.0056885194% AR223 Guion Town, Arkansas 0.0188333737% AR224 Gum Springs Town, Arkansas 0.0030512489% AR225 Gurdon City, Arkansas 0.0633258293% AR226 Guy City, Arkansas 0.0155481618% AR227 Hackett City, Arkansas 0.0171567108% AR228 Hamburg City, Arkansas 0.0524650830% AR229 Hampton City, Arkansas 0.0149258347% AR230 Hardy City, Arkansas 0.0225704847% AR231 Harrell Town, Arkansas 0.0015608978% AR232 Harrisburg City, Arkansas 0.0610374284% AR233 Harrison City, Arkansas 0.7509041666% AR234 Hartford City, Arkansas 0.0079703379% AR235 Hartman City, Arkansas 0.0041808536% AR236 Haskell City, Arkansas 0.0719017520% AR237 Hatfield Town, Arkansas 0.0003119506% AR238 Havana City, Arkansas 0.0028832535% AR239 Haynes Town, Arkansas 0.0021807923% AR240 Hazen City, Arkansas 0.0648458015% AR241 Heber Springs City, Arkansas 0.3767547633% AR242 Hector Town, Arkansas 0.0046732490% AR243 Helena-West Helena City, Arkansas 0.1739214762% AR244 Hempstead County, Arkansas 0.2734659153% AR245 Hermitage City, Arkansas 0.0121839606% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-12 State ID Qualifying Subdivision Consolidated State Allocation AR246 Hickory Ridge City, Arkansas 0.0037770349% AR247 Higden Town, Arkansas 0.0085654767% AR248 Higginson Town, Arkansas 0.0151972889% AR249 Highfill Town, Arkansas 0.0156011076% AR250 Highland City, Arkansas 0.0298718460% AR251 Hindsville Town, Arkansas 0.0033816590% AR252 Holland City, Arkansas 0.0148864831% AR253 Holly Grove City, Arkansas 0.0044608936% AR254 Hope City, Arkansas 0.2248866206% AR255 Horatio City, Arkansas 0.0029417800% AR256 Horseshoe Bend City, Arkansas 0.1112109623% AR257 Horseshoe Lake Town, Arkansas 0.0014319677% AR258 Hot Spring County, Arkansas 0.4782149797% AR259 Hot Springs City, Arkansas 3.5617977507% AR260 Houston Town, Arkansas 0.0052922849% AR261 Howard County, Arkansas 0.1730249760% AR262 Hoxie City, Arkansas 0.0120318489% AR263 Hughes City, Arkansas 0.0113608689% AR264 Humnoke City, Arkansas 0.0148176536% AR265 Humphrey City, Arkansas 0.0142685920% AR266 Hunter Town, Arkansas 0.0001735762% AR267 Huntington City, Arkansas 0.0062142563% AR268 Huntsville City, Arkansas 0.0854508543% AR269 Huttig City, Arkansas 0.0090756161% AR270 Imboden Town, Arkansas 0.0007621325% AR271 Independence County, Arkansas 1.0893020276% AR272 Izard County, Arkansas 0.5513048629% AR273 Jackson County, Arkansas 0.1817241049% AR274 Jacksonport Town, Arkansas 0.0050680525% AR275 Jacksonville City, Arkansas 2.6389305280% AR276 Jasper City, Arkansas 0.0070526594% AR277 Jefferson County, Arkansas 0.5992841535% AR278 Jennette Town, Arkansas 0.0012409338% AR279 Jericho Town, Arkansas 0.0009641849% AR280 Jerome Town, Arkansas 0.0001957562% AR281 Johnson City, Arkansas 0.1307711237% AR282 Johnson County, Arkansas 0.3131687844% AR283 Joiner City, Arkansas 0.0294738943% AR284 Jonesboro City, Arkansas 2.1740597362% AR285 Judsonia City, Arkansas 0.0470208295% AR286 Junction City, Arkansas 0.0041819983% AR287 Keiser City, Arkansas 0.0065363668% AR288 Kensett City, Arkansas 0.0362397881% AR289 Kibler City, Arkansas 0.0431741065% AR290 Kingsland City, Arkansas 0.0062036672% AR291 Knobel City, Arkansas 0.0009218283% AR292 Knoxville Town, Arkansas 0.0058832739% AR293 Lafayette County, Arkansas 0.0910619584% AR294 Lafe Town, Arkansas 0.0028363178% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-13 State ID Qualifying Subdivision Consolidated State Allocation AR295 Lagrange Town, Arkansas 0.0008239503% AR296 Lake City, Arkansas 0.0259733220% AR297 Lake View City, Arkansas 0.0047133160% AR298 Lake Village City, Arkansas 0.0224886334% AR299 Lakeview City, Arkansas 0.0193402219% AR300 Lamar City, Arkansas 0.1021685446% AR301 Lavaca City, Arkansas 0.0302604964% AR302 Lawrence County, Arkansas 0.4807663922% AR303 Leachville City, Arkansas 0.0232401768% AR304 Lead Hill Town, Arkansas 0.0069168607% AR305 Lee County, Arkansas 0.0989039387% AR306 Leola Town, Arkansas 0.0013687190% AR307 Lepanto City, Arkansas 0.0682260295% AR308 Leslie City, Arkansas 0.0254444370% AR309 Lewisville City, Arkansas 0.0166148039% AR310 Lincoln City, Arkansas 0.0464338472% AR311 Lincoln County, Arkansas 0.1387881111% AR312 Little Flock City, Arkansas 0.0530723850% AR313 Little River County, Arkansas 0.3040825791% AR314 Little Rock City, Arkansas 6.7135694892% AR315 Lockesburg City, Arkansas 0.0062672021% AR316 Logan County, Arkansas 0.5058103018% AR317 London City, Arkansas 0.0142372538% AR318 Lonoke City, Arkansas 0.2452247983% AR319 Lonoke County, Arkansas 0.5819398431% AR320 Louann Town, Arkansas 0.0002119261% AR321 Luxora City, Arkansas 0.0119226662% AR322 Lynn Town, Arkansas 0.0001385175% AR323 Madison City, Arkansas 0.0058260353% AR324 Madison County, Arkansas 0.3196927018% AR325 Magazine City, Arkansas 0.0318730520% AR326 Magness Town, Arkansas 0.0014179443% AR327 Magnolia City, Arkansas 0.5824169272% AR328 Malvern City, Arkansas 0.3835695961% AR329 Mammoth Spring City, Arkansas 0.0072408314% AR330 Manila City, Arkansas 0.0409124647% AR331 Mansfield City, Arkansas 0.0007997669% AR332 Marianna City, Arkansas 0.0846648246% AR333 Marie Town, Arkansas 0.0009849339% AR334 Marion City, Arkansas 0.1126915829% AR335 Marion County, Arkansas 0.3952336867% AR336 Marked Tree City, Arkansas 0.0992021520% AR337 Marmaduke City, Arkansas 0.0391761304% AR338 Marvell City, Arkansas 0.0610375715% AR339 Maumelle City, Arkansas 0.2572012688% AR340 Mayflower City, Arkansas 0.0608694329% AR341 Maynard Town, Arkansas 0.0013140561% AR342 McCaskill Town, Arkansas 0.0012894435% AR343 McCrory City, Arkansas 0.0147483949% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-14 State ID Qualifying Subdivision Consolidated State Allocation AR344 McDougal Town, Arkansas 0.0001189133% AR345 McGehee City, Arkansas 0.0429993856% AR346 McNab Town, Arkansas 0.0009151028% AR347 Mcrae City, Arkansas 0.0307843730% AR348 Melbourne City, Arkansas 0.0687295865% AR349 Mena City, Arkansas 0.7716866592% AR350 Menifee Town, Arkansas 0.0106144770% AR351 Midland Town, Arkansas 0.0002701664% AR352 Miller County, Arkansas 0.3769094507% AR353 Mineral Springs City, Arkansas 0.0133569235% AR354 Minturn Town, Arkansas 0.0002323889% AR355 Mississippi County, Arkansas 0.4561503415% AR356 Mitchellville City, Arkansas 0.0000190318% AR357 Monette City, Arkansas 0.0230987974% AR358 Monroe County, Arkansas 0.0751267203% AR359 Montgomery County, Arkansas 0.2264091685% AR360 Monticello City, Arkansas 0.0526747196% AR361 Montrose City, Arkansas 0.0059883068% AR362 Moorefield Town, Arkansas 0.0009616092% AR363 Moro Town, Arkansas 0.0019858947% AR364 Morrilton City, Arkansas 0.2597150469% AR365 Morrison Bluff Town, Arkansas 0.0001732900% AR366 Mount Ida City, Arkansas 0.0133550632% AR367 Mount Pleasant Town, Arkansas 0.0122294653% AR368 Mount Vernon Town, Arkansas 0.0071675659% AR369 Mountain Home City, Arkansas 0.8447100025% AR370 Mountain Pine City, Arkansas 0.0111311989% AR371 Mountainburg City, Arkansas 0.0505877986% AR372 Mulberry City, Arkansas 0.0839496278% AR373 Murfreesboro City, Arkansas 0.0401878235% AR374 Nashville City, Arkansas 0.1174004630% AR375 Nevada County, Arkansas 0.1042972498% AR376 Newark City, Arkansas 0.0743959259% AR377 Newport City, Arkansas 0.2957024125% AR378 Newton County, Arkansas 0.2538955941% AR379 Norfork City, Arkansas 0.0071735760% AR380 Norman Town, Arkansas 0.0054255078% AR381 Norphlet City, Arkansas 0.0199309247% AR382 North Little Rock City, Arkansas 1.6145764729% AR383 Oak Grove Heights Town, Arkansas 0.0108133813% AR384 Oak Grove Town, Arkansas 0.0031881924% AR385 Oakhaven Town, Arkansas 0.0008458440% AR386 Oden Town, Arkansas 0.0002086349% AR387 Ogden City, Arkansas 0.0000829960% AR388 Oil Trough Town, Arkansas 0.0018456600% AR389 O'Kean Town, Arkansas 0.0001714297% AR390 Okolona Town, Arkansas 0.0019046158% AR391 Ola City, Arkansas 0.0262882776% AR392 Omaha Town, Arkansas 0.0030405167% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-15 State ID Qualifying Subdivision Consolidated State Allocation AR393 Oppelo City, Arkansas 0.0090335457% AR394 Osceola City, Arkansas 0.2492878833% AR395 Ouachita County, Arkansas 0.2913601460% AR396 Oxford City, Arkansas 0.0264156336% AR397 Ozan Town, Arkansas 0.0011369025% AR398 Ozark City, Arkansas 0.1131238778% AR399 Palestine City, Arkansas 0.0190803585% AR400 Pangburn City, Arkansas 0.0157168727% AR401 Paragould City, Arkansas 1.0056390223% AR402 Paris City, Arkansas 0.1616167421% AR403 Parkdale City, Arkansas 0.0007150537% AR404 Parkin City, Arkansas 0.0145157198% AR405 Patmos Town, Arkansas 0.0012638292% AR406 Patterson City, Arkansas 0.0019780244% AR407 Pea Ridge City, Arkansas 0.1099874863% AR408 Peach Orchard City, Arkansas 0.0002743162% AR409 Perla Town, Arkansas 0.0015089537% AR410 Perry County, Arkansas 0.2411764522% AR411 Perry Town, Arkansas 0.0054813155% AR412 Perrytown, Arkansas 0.0014218079% AR413 Perryville City, Arkansas 0.0413931262% AR414 Phillips County, Arkansas 0.3245121955% AR415 Piggott City, Arkansas 0.3895380125% AR416 Pike County, Arkansas 0.3481536152% AR417 Pindall Town, Arkansas 0.0030350790% AR418 Pine Bluff City, Arkansas 0.9840818047% AR419 Pineville Town, Arkansas 0.0022012551% AR420 Plainview City, Arkansas 0.0125505741% AR421 Pleasant Plains Town, Arkansas 0.0024498139% AR422 Plumerville City, Arkansas 0.0292462276% AR423 Pocahontas City, Arkansas 0.4671181241% AR424 Poinsett County, Arkansas 0.4009911787% AR425 Polk County, Arkansas 0.0691418478% AR426 Pollard City, Arkansas 0.0004521853% AR427 Pope County, Arkansas 0.8568421621% AR428 Portia Town, Arkansas 0.0009455824% AR429 Portland City, Arkansas 0.0081334680% AR430 Pottsville City, Arkansas 0.0356473681% AR431 Powhatan Town, Arkansas 0.0001556891% AR432 Poyen Town, Arkansas 0.0022812461% AR433 Prairie County, Arkansas 0.0903177130% AR434 Prairie Grove City, Arkansas 0.0877670159% AR435 Prattsville Town, Arkansas 0.0011406231% AR436 Prescott City, Arkansas 0.0925564594% AR437 Pulaski County, Arkansas 2.3536109191% AR438 Pyatt Town, Arkansas 0.0061435666% AR439 Quitman City, Arkansas 0.0720876345% AR440 Randolph County, Arkansas 0.0533049170% AR441 Ratcliff City, Arkansas 0.0038192484% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-16 State ID Qualifying Subdivision Consolidated State Allocation AR442 Ravenden Springs Town, Arkansas 0.0001143342% AR443 Ravenden Town, Arkansas 0.0021246984% AR444 Rector City, Arkansas 0.0056501695% AR445 Redfield City, Arkansas 0.0199888788% AR446 Reed Town, Arkansas 0.0009294125% AR447 Reyno City, Arkansas 0.0001714297% AR448 Rison City, Arkansas 0.0266158258% AR449 Rockport City, Arkansas 0.0466258829% AR450 Roe Town, Arkansas 0.0006297682% AR451 Rogers City, Arkansas 1.7409808606% AR452 Rondo Town, Arkansas 0.0001282146% AR453 Rose Bud Town, Arkansas 0.0201332633% AR454 Rosston Town, Arkansas 0.0012719857% AR455 Rudy Town, Arkansas 0.0043610122% AR456 Russell Town, Arkansas 0.0072738867% AR457 Russellville City, Arkansas 0.9171601007% AR458 Salem City, Arkansas 0.0044962385% AR459 Salesville City, Arkansas 0.0064404921% AR460 Saline County, Arkansas 1.0800200662% AR461 Scott County, Arkansas 0.3380405487% AR462 Scranton City, Arkansas 0.0072753177% AR463 Searcy City, Arkansas 0.9880873649% AR464 Searcy County, Arkansas 0.2116252857% AR465 Sebastian County, Arkansas 2.1934833834% AR466 Sedgwick Town, Arkansas 0.0005311746% AR467 Sevier County, Arkansas 0.2613059949% AR468 Shannon Hills City, Arkansas 0.0498163648% AR469 Sharp County, Arkansas 0.2811885530% AR470 Sheridan City, Arkansas 0.2276671308% AR471 Sherrill Town, Arkansas 0.0025761682% AR472 Sherwood City, Arkansas 0.4241829888% AR473 Shirley Town, Arkansas 0.0009145304% AR474 Sidney Town, Arkansas 0.0035774152% AR475 Siloam Springs City, Arkansas 0.7477783644% AR476 Smackover City, Arkansas 0.0008007686% AR477 Smithville Town, Arkansas 0.0001624146% AR478 South Lead Hill Town, Arkansas 0.0018313504% AR479 Sparkman City, Arkansas 0.0035065824% AR480 Springdale City, Arkansas 2.0136786333% AR481 Springtown, Arkansas 0.0002924895% AR482 St Francis County, Arkansas 0.2044215163% AR483 St. Charles Town, Arkansas 0.0024664131% AR484 St. Francis City, Arkansas 0.0007137659% AR485 St. Joe Town, Arkansas 0.0076757020% AR486 St. Paul Town, Arkansas 0.0041619648% AR487 Stamps City, Arkansas 0.0180207281% AR488 Star City, Arkansas 0.0564865270% AR489 Stephens City, Arkansas 0.0116586529% AR490 Stone County, Arkansas 0.2837768844% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-17 State ID Qualifying Subdivision Consolidated State Allocation AR491 Strawberry Town, Arkansas 0.0006928738% AR492 Strong City, Arkansas 0.0029361993% AR493 Stuttgart City, Arkansas 0.2203815101% AR494 Subiaco Town, Arkansas 0.0109146937% AR495 Success Town, Arkansas 0.0001784415% AR496 Sulphur Rock Town, Arkansas 0.0032654646% AR497 Sulphur Springs City, Arkansas 0.0120908047% AR498 Summit City, Arkansas 0.0074467474% AR499 Sunset Town, Arkansas 0.0016041130% AR500 Swifton City, Arkansas 0.0178930859% AR501 Taylor City, Arkansas 0.0014103602% AR502 Texarkana City, Arkansas 0.7683955804% AR503 Thornton City, Arkansas 0.0022437548% AR504 Tillar City, Arkansas 0.0003265465% AR505 Tinsman Town, Arkansas 0.0003150987% AR506 Tollette Town, Arkansas 0.0032731918% AR507 Tontitown City, Arkansas 0.0610355681% AR508 Traskwood City, Arkansas 0.0177678764% AR509 Trumann City, Arkansas 0.2319945153% AR510 Tuckerman City, Arkansas 0.0405439909% AR511 Tull Town, Arkansas 0.0030797252% AR512 Tupelo Town, Arkansas 0.0005171511% AR513 Turrell City, Arkansas 0.0090687475% AR514 Twin Groves Town, Arkansas 0.0156102657% AR515 Tyronza City, Arkansas 0.0382955139% AR516 Ulm Town, Arkansas 0.0000897216% AR517 Union County, Arkansas 0.4520045466% AR518 Valley Springs Town, Arkansas 0.0032716177% AR519 Van Buren City, Arkansas 1.7649031789% AR520 Van Buren County, Arkansas 0.3641848711% AR521 Vandervoort Town, Arkansas 0.0000659675% AR522 Victoria Town, Arkansas 0.0005446257% AR523 Vilonia City, Arkansas 0.1035441323% AR524 Viola Town, Arkansas 0.0032700437% AR525 Wabbaseka Town, Arkansas 0.0082530968% AR526 Waldenburg Town, Arkansas 0.0023526513% AR527 Waldo City, Arkansas 0.0028426141% AR528 Waldron City, Arkansas 0.1501465474% AR529 Walnut Ridge City, Arkansas 0.0315460763% AR530 Ward City, Arkansas 0.1482609634% AR531 Warren City, Arkansas 0.1331456688% AR532 Washington City, Arkansas 0.0014218079% AR533 Washington County, Arkansas 2.0141562897% AR534 Watson City, Arkansas 0.0000569524% AR535 Weiner City, Arkansas 0.0115016760% AR536 Weldon Town, Arkansas 0.0015514534% AR537 West Fork City, Arkansas 0.0278779379% AR538 West Memphis City, Arkansas 0.6402086383% AR539 West Point Town, Arkansas 0.0031173596% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-18 State ID Qualifying Subdivision Consolidated State Allocation AR540 Western Grove Town, Arkansas 0.0057204300% AR541 Wheatley City, Arkansas 0.0050976735% AR542 Whelen Springs Town, Arkansas 0.0002381128% AR543 White County, Arkansas 0.9979591705% AR544 White Hall City, Arkansas 0.0551959387% AR545 Wickes Town, Arkansas 0.0001422380% AR546 Widener Town, Arkansas 0.0014565804% AR547 Wiederkehr Village City, Arkansas 0.0015955272% AR548 Williford Town, Arkansas 0.0025041906% AR549 Willisville Town, Arkansas 0.0003913692% AR550 Wilmar City, Arkansas 0.0018078825% AR551 Wilmot City, Arkansas 0.0171605744% AR552 Wilson City, Arkansas 0.0038733390% AR553 Wilton City, Arkansas 0.0002323889% AR554 Winchester Town, Arkansas 0.0011094280% AR555 Winslow City, Arkansas 0.0059329284% AR556 Winthrop City, Arkansas 0.0004315794% AR557 Woodruff County, Arkansas 0.2136270641% AR558 Wooster Town, Arkansas 0.0052930004% AR559 Wrightsville City, Arkansas 0.0089014675% AR560 Wynne City, Arkansas 0.1541190523% AR561 Yell County, Arkansas 0.5032932325% AR562 Yellville City, Arkansas 0.0268081476% AR563 Zinc Town, Arkansas 0.0018492375% AR564 Keo Town, Arkansas 0.0137063654% AR565 Letona Town, Arkansas 0.0096119422% AR567 Lexa Town, Arkansas 0.0073056542% AR568 Lonsdale Town, Arkansas 0.0009432928% AR569 Lowell City, Arkansas 0.2449366017% AR570 Marshall City, Arkansas 0.0391797079% AR571 McNeil City, Arkansas 0.0006390694% AR572 Mountain View City, Arkansas 0.1444262605% AR573 Nimmons Town, Arkansas 0.0001405209% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-19 State ID Qualifying Subdivision Consolidated State Allocation CA1 Adelanto City, California Allocations in California will be made in accordance with the California State-Subdivision Agreement. CA2 Agoura Hills City, California CA3 Alameda City, California CA4 Alameda County, California CA5 Albany City, California CA6 Alhambra City, California CA7 Aliso Viejo City, California CA9 Amador County, California CA10 American Canyon City, California CA11 Anaheim City, California CA12 Anderson City, California CA13 Antioch City, California CA14 Apple Valley Town, California CA15 Arcadia City, California CA16 Arcata City, California CA17 Arroyo Grande City, California CA18 Artesia City, California CA19 Arvin City, California CA20 Atascadero City, California CA21 Atwater City, California CA22 Auburn City, California CA23 Avenal City, California CA24 Azusa City, California CA25 Bakersfield City, California CA26 Baldwin Park City, California CA27 Banning City, California CA28 Barstow City, California CA29 Beaumont City, California CA30 Bell City, California CA31 Bell Gardens City, California CA32 Bellflower City, California CA33 Belmont City, California CA34 Benicia City, California CA35 Berkeley City, California CA36 Beverly Hills City, California CA37 Blythe City, California CA38 Brawley City, California CA39 Brea City, California CA40 Brentwood City, California CA41 Buena Park City, California CA42 Burbank City, California CA43 Burlingame City, California CA44 Butte County, California CA45 Calabasas City, California CA46 Calaveras County, California CA47 Calexico City, California CA48 California City, California AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-20 State ID Qualifying Subdivision Consolidated State Allocation CA49 Camarillo City, California Allocations in California will be made in accordance with the California State-Subdivision Agreement. CA50 Campbell City, California CA51 Canyon Lake City, California CA52 Capitola City, California CA53 Carlsbad City, California CA54 Carpinteria City, California CA55 Carson City, California CA56 Cathedral City, California CA57 Ceres City, California CA58 Cerritos City, California CA59 Chico City, California CA60 Chino City, California CA61 Chino Hills City, California CA62 Chowchilla City, California CA63 Chula Vista City, California CA64 Citrus Heights City, California CA65 Claremont City, California CA66 Clayton City, California CA67 Clearlake City, California CA68 Clovis City, California CA69 Coachella City, California CA70 Coalinga City, California CA71 Colton City, California CA72 Colusa County, California CA73 Commerce City, California CA74 Compton City, California CA75 Concord City, California CA76 Contra Costa County, California CA77 Corcoran City, California CA78 Corona City, California CA79 Coronado City, California CA80 Costa Mesa City, California CA81 Covina City, California CA82 Cudahy City, California CA83 Culver City, California CA84 Cupertino City, California CA85 Cypress City, California CA86 Daly City, California CA87 Dana Point City, California CA88 Danville Town, California CA89 Davis City, California CA90 Del Norte County, California CA91 Delano City, California CA92 Desert Hot Springs City, California CA93 Diamond Bar City, California CA94 Dinuba City, California CA95 Dixon City, California AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-21 State ID Qualifying Subdivision Consolidated State Allocation CA96 Downey City, California Allocations in California will be made in accordance with the California State-Subdivision Agreement. CA97 Duarte City, California CA98 Dublin City, California CA99 East Palo Alto City, California CA100 Eastvale City, California CA101 El Cajon City, California CA102 El Centro City, California CA103 El Cerrito City, California CA104 El Dorado County, California CA105 El Monte City, California CA106 El Paso De Robles (Paso Robles) City, California CA107 El Segundo City, California CA108 Elk Grove City, California CA109 Emeryville City, California CA110 Encinitas City, California CA111 Escondido City, California CA112 Eureka City, California CA113 Exeter City, California CA114 Fairfield City, California CA115 Farmersville City, California CA116 Fillmore City, California CA117 Folsom City, California CA118 Fontana City, California CA119 Fortuna City, California CA120 Foster City, California CA121 Fountain Valley City, California CA122 Fremont City, California CA123 Fresno City, California CA124 Fresno County, California CA125 Fullerton City, California CA126 Galt City, California CA127 Garden Grove City, California CA128 Gardena City, California CA129 Gilroy City, California CA130 Glendale City, California CA131 Glendora City, California CA132 Glenn County, California CA133 Goleta City, California CA134 Grand Terrace City, California CA135 Grass Valley City, California CA136 Greenfield City, California CA137 Grover Beach City, California CA138 Half Moon Bay City, California CA139 Hanford City, California CA140 Hawaiian Gardens City, California CA141 Hawthorne City, California AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-22 State ID Qualifying Subdivision Consolidated State Allocation CA142 Hayward City, California Allocations in California will be made in accordance with the California State-Subdivision Agreement. CA143 Healdsburg City, California CA144 Hemet City, California CA145 Hercules City, California CA146 Hermosa Beach City, California CA147 Hesperia City, California CA148 Highland City, California CA149 Hillsborough Town, California CA150 Hollister City, California CA151 Humboldt County, California CA152 Huntington Beach City, California CA153 Huntington Park City, California CA154 Imperial Beach City, California CA155 Imperial City, California CA156 Imperial County, California CA157 Indio City, California CA158 Inglewood City, California CA159 Inyo County, California CA160 Irvine City, California CA161 Jurupa Valley City, California CA162 Kerman City, California CA163 Kern County, California CA164 King City, California CA165 Kings County, California CA166 Kingsburg City, California CA167 La Cañada Flintridge City, California CA168 La Habra City, California CA169 La Mesa City, California CA170 La Mirada City, California CA171 La Palma City, California CA172 La Puente City, California CA173 La Quinta City, California CA174 La Verne City, California CA175 Lafayette City, California CA176 Laguna Beach City, California CA177 Laguna Hills City, California CA178 Laguna Niguel City, California CA179 Laguna Woods City, California CA180 Lake County, California CA181 Lake Elsinore City, California CA182 Lake Forest City, California CA183 Lakeport City, California CA184 Lakewood City, California CA185 Lancaster City, California CA186 Larkspur City, California CA187 Lassen County, California CA188 Lathrop City, California AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-23 State ID Qualifying Subdivision Consolidated State Allocation CA189 Lawndale City, California Allocations in California will be made in accordance with the California State-Subdivision Agreement. CA190 Lemon Grove City, California CA191 Lemoore City, California CA192 Lincoln City, California CA193 Lindsay City, California CA194 Livermore City, California CA195 Livingston City, California CA196 Lodi City, California CA197 Loma Linda City, California CA198 Lomita City, California CA199 Lompoc City, California CA200 Long Beach City, California CA201 Los Alamitos City, California CA202 Los Altos City, California CA203 Los Angeles City, California CA204 Los Angeles County, California CA205 Los Banos City, California CA206 Los Gatos Town, California CA207 Lynwood City, California CA208 Madera City, California CA209 Madera County, California CA210 Malibu City, California CA211 Manhattan Beach City, California CA212 Manteca City, California CA213 Marin County, California CA214 Marina City, California CA215 Mariposa County, California CA216 Martinez City, California CA217 Marysville City, California CA218 Maywood City, California CA219 McFarland City, California CA220 Mendocino County, California CA221 Mendota City, California CA222 Menifee City, California CA223 Menlo Park City, California CA224 Merced City, California CA225 Merced County, California CA226 Mill Valley City, California CA227 Millbrae City, California CA228 Milpitas City, California CA229 Mission Viejo City, California CA230 Modesto City, California CA231 Modoc County, California CA232 Mono County, California CA233 Monrovia City, California CA234 Montclair City, California CA235 Montebello City, California AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-24 State ID Qualifying Subdivision Consolidated State Allocation CA236 Monterey City, California Allocations in California will be made in accordance with the California State-Subdivision Agreement. CA237 Monterey County, California CA238 Monterey Park City, California CA239 Moorpark City, California CA240 Moraga Town, California CA241 Moreno Valley City, California CA242 Morgan Hill City, California CA243 Morro Bay City, California CA244 Mountain View City, California CA245 Murrieta City, California CA246 Napa City, California CA247 Napa County, California CA248 National City, California CA249 Nevada County, California CA250 Newark City, California CA251 Newman City, California CA252 Newport Beach City, California CA253 Norco City, California CA254 Norwalk City, California CA255 Novato City, California CA256 Oakdale City, California CA257 Oakland City, California CA258 Oakley City, California CA259 Oceanside City, California CA260 Ontario City, California CA261 Orange City, California CA262 Orange County, California CA263 Orange Cove City, California CA264 Orinda City, California CA265 Oroville City, California CA266 Oxnard City, California CA267 Pacific Grove City, California CA268 Pacifica City, California CA269 Palm Desert City, California CA270 Palm Springs City, California CA271 Palmdale City, California CA272 Palo Alto City, California CA273 Palos Verdes Estates City, California CA274 Paramount City, California CA275 Parlier City, California CA276 Pasadena City, California CA277 Patterson City, California CA278 Perris City, California CA279 Petaluma City, California CA280 Pico Rivera City, California CA281 Piedmont City, California CA282 Pinole City, California AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-25 State ID Qualifying Subdivision Consolidated State Allocation CA283 Pittsburg City, California Allocations in California will be made in accordance with the California State-Subdivision Agreement. CA284 Placentia City, California CA285 Placer County, California CA286 Placerville City, California CA287 Pleasant Hill City, California CA288 Pleasanton City, California CA289 Plumas County, California CA290 Pomona City, California CA291 Port Hueneme City, California CA292 Porterville City, California CA293 Poway City, California CA294 Rancho Cordova City, California CA295 Rancho Cucamonga City, California CA296 Rancho Mirage City, California CA297 Rancho Palos Verdes City, California CA298 Rancho Santa Margarita City, California CA299 Red Bluff City, California CA300 Redding City, California CA301 Redlands City, California CA302 Redondo Beach City, California CA303 Redwood City, California CA304 Reedley City, California CA305 Rialto City, California CA306 Richmond City, California CA307 Ridgecrest City, California CA308 Ripon City, California CA309 Riverbank City, California CA310 Riverside City, California CA311 Riverside County, California CA312 Rocklin City, California CA313 Rohnert Park City, California CA314 Rosemead City, California CA315 Roseville City, California CA316 Sacramento City, California CA317 Sacramento County, California CA318 Salinas City, California CA319 San Anselmo Town, California CA320 San Benito County, California CA321 San Bernardino City, California CA322 San Bernardino County, California CA323 San Bruno City, California CA324 San Buenaventura (Ventura) City, California CA325 San Carlos City, California CA326 San Clemente City, California CA327 San Diego City, California CA328 San Diego County, California AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-26 State ID Qualifying Subdivision Consolidated State Allocation CA329 San Dimas City, California Allocations in California will be made in accordance with the California State-Subdivision Agreement. CA330 San Fernando City, California CA331 San Francisco City, California CA332 San Gabriel City, California CA333 San Jacinto City, California CA334 San Joaquin County, California CA335 San Jose City, California CA336 San Juan Capistrano City, California CA337 San Leandro City, California CA338 San Luis Obispo City, California CA339 San Luis Obispo County, California CA340 San Marcos City, California CA341 San Marino City, California CA342 San Mateo City, California CA343 San Mateo County, California CA344 San Pablo City, California CA345 San Rafael City, California CA346 San Ramon City, California CA347 Sanger City, California CA348 Santa Ana City, California CA349 Santa Barbara City, California CA350 Santa Barbara County, California CA351 Santa Clara City, California CA352 Santa Clara County, California CA353 Santa Clarita City, California CA354 Santa Cruz City, California CA355 Santa Cruz County, California CA356 Santa Fe Springs City, California CA357 Santa Maria City, California CA358 Santa Monica City, California CA359 Santa Paula City, California CA360 Santa Rosa City, California CA361 Santee City, California CA362 Saratoga City, California CA363 Scotts Valley City, California CA364 Seal Beach City, California CA365 Seaside City, California CA366 Selma City, California CA367 Shafter City, California CA368 Shasta County, California CA369 Shasta Lake City, California CA371 Sierra Madre City, California CA372 Signal Hill City, California CA373 Simi Valley City, California CA374 Siskiyou County, California CA375 Solana Beach City, California CA376 Solano County, California AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-27 State ID Qualifying Subdivision Consolidated State Allocation CA377 Soledad City, California Allocations in California will be made in accordance with the California State-Subdivision Agreement. CA378 Sonoma City, California CA379 Sonoma County, California CA380 South El Monte City, California CA381 South Gate City, California CA382 South Lake Tahoe City, California CA383 South Pasadena City, California CA384 South San Francisco City, California CA385 Stanislaus County, California CA386 Stanton City, California CA387 Stockton City, California CA388 Suisun City, California CA389 Sunnyvale City, California CA390 Susanville City, California CA391 Sutter County, California CA392 Tehachapi City, California CA393 Tehama County, California CA394 Temecula City, California CA395 Temple City, California CA396 Thousand Oaks City, California CA397 Torrance City, California CA398 Tracy City, California CA399 Trinity County, California CA400 Truckee Town, California CA401 Tulare City, California CA402 Tulare County, California CA403 Tuolumne County, California CA404 Turlock City, California CA405 Tustin City, California CA406 Twentynine Palms City, California CA407 Ukiah City, California CA408 Union City, California CA409 Upland City, California CA410 Vacaville City, California CA411 Vallejo City, California CA412 Ventura County, California CA413 Victorville City, California CA414 Visalia City, California CA415 Vista City, California CA416 Walnut City, California CA417 Walnut Creek City, California CA418 Wasco City, California CA419 Watsonville City, California CA420 West Covina City, California CA421 West Hollywood City, California CA422 West Sacramento City, California CA423 Westminster City, California AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-28 State ID Qualifying Subdivision Consolidated State Allocation CA424 Whittier City, California Allocations in California will be made in accordance with the California State-Subdivision Agreement. CA425 Wildomar City, California CA426 Windsor Town, California CA427 Woodland City, California CA428 Yolo County, California CA429 Yorba Linda City, California CA430 Yuba City, California CA431 Yuba County, California CA432 Yucaipa City, California CA433 Yucca Valley Town, California AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-29 State ID Qualifying Subdivision Consolidated State Allocation CO1 Adams County, Colorado 6.4563067236% CO2 Alamosa City, Colorado 0.0745910871% CO3 Alamosa County, Colorado 0.4334718288% CO4 Arapahoe County, Colorado 4.8467256550% CO5 Archuleta County, Colorado 0.1370425096% CO6 Arvada City, Colorado 1.2841799450% CO7 Aurora City, Colorado 4.2914496137% CO8 Baca County, Colorado 0.0592396985% CO9 Bent County, Colorado 0.1133427512% CO10 Black Hawk City, Colorado 0.0260393489% CO11 Boulder City, Colorado 1.8402051032% CO12 Boulder County, Colorado 2.8040191342% CO13 Brighton City, Colorado 0.1405791210% CO14 Broomfield City, Colorado 1.0013917112% CO15 Cañon City, Colorado 0.3070751207% CO16 Castle Pines City, Colorado 0.0073662408% CO17 Castle Rock Town, Colorado 0.4961417855% CO18 Centennial City, Colorado 0.0476600277% CO19 Chaffee County, Colorado 0.3604069298% CO20 Cheyenne County, Colorado 0.0159109271% CO21 Clear Creek County, Colorado 0.1380433961% CO22 Colorado Springs City, Colorado 9.6056573895% CO23 Commerce City, Colorado 0.4459216299% CO24 Conejos County, Colorado 0.2108486947% CO25 Costilla County, Colorado 0.0552334207% CO26 Crowley County, Colorado 0.0933584380% CO27 Custer County, Colorado 0.0412185507% CO28 Delta County, Colorado 0.5440118792% CO29 Denver City, Colorado 15.0041699144% CO30 Dolores County, Colorado 0.0352358134% CO31 Douglas County, Colorado 2.6394119072% CO32 Durango City, Colorado 0.2380966286% CO33 Eagle County, Colorado 0.6187127797% CO34 El Paso County, Colorado 2.2654220766% CO35 Elbert County, Colorado 0.2804372613% CO36 Englewood City, Colorado 0.6035403160% CO37 Erie Town, Colorado 0.0550006818% CO38 Evans City, Colorado 0.1783043118% CO39 Federal Heights City, Colorado 0.1079698153% CO40 Firestone Town, Colorado 0.0578836029% CO41 Fort Collins City, Colorado 1.1954809288% CO42 Fort Morgan City, Colorado 0.1301284524% CO43 Fountain City, Colorado 0.1186014119% CO44 Frederick Town, Colorado 0.0483214578% CO45 Fremont County, Colorado 0.6866476799% CO46 Fruita City, Colorado 0.0482720145% CO47 Garfield County, Colorado 0.8376446894% CO48 Gilpin County, Colorado 0.0300906083% CO49 Golden City, Colorado 0.3661894352% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-30 State ID Qualifying Subdivision Consolidated State Allocation CO50 Grand County, Colorado 0.2036540033% CO51 Grand Junction City, Colorado 1.0740385726% CO52 Greeley City, Colorado 1.2128607699% CO53 Greenwood Village City, Colorado 0.3058723632% CO54 Gunnison County, Colorado 0.1912939834% CO55 Hinsdale County, Colorado 0.0112390306% CO56 Hudson Town, Colorado 0.0002554118% CO57 Huerfano County, Colorado 0.2504945278% CO58 Jackson County, Colorado 0.0309834115% CO59 Jefferson County, Colorado 6.2301417879% CO60 Johnstown, Colorado 0.0880406820% CO61 Kiowa County, Colorado 0.0142237522% CO62 Kit Carson County, Colorado 0.0939715175% CO63 La Plata County, Colorado 0.5745585865% CO64 Lafayette City, Colorado 0.1923606122% CO65 Lake County, Colorado 0.0989843273% CO66 Lakewood City, Colorado 1.6765864702% CO67 Larimer County, Colorado 3.6771380213% CO68 Las Animas County, Colorado 0.6303942510% CO69 Lincoln County, Colorado 0.0819433053% CO70 Littleton City, Colorado 0.9911426404% CO71 Logan County, Colorado 0.2819912214% CO72 Lone Tree City, Colorado 0.1937076023% CO73 Longmont City, Colorado 0.8513027113% CO74 Louisville City, Colorado 0.0837469407% CO75 Loveland City, Colorado 1.5095861119% CO76 Mesa County, Colorado 1.7687427882% CO77 Mineral County, Colorado 0.0039157682% CO78 Moffat County, Colorado 0.2325862894% CO79 Montezuma County, Colorado 0.4428801804% CO80 Montrose City, Colorado 0.0375815957% CO81 Montrose County, Colorado 0.5319658200% CO82 Morgan County, Colorado 0.3376035258% CO83 Northglenn City, Colorado 0.1972243635% CO84 Otero County, Colorado 0.4486069596% CO85 Ouray County, Colorado 0.0534887895% CO86 Park County, Colorado 0.1673691348% CO87 Parker Town, Colorado 0.3247124678% CO88 Phillips County, Colorado 0.0713973011% CO89 Pitkin County, Colorado 0.1746622577% CO90 Prowers County, Colorado 0.1726881656% CO91 Pueblo City, Colorado 2.5730616529% CO92 Pueblo County, Colorado 3.1025919095% CO93 Rio Blanco County, Colorado 0.1012968741% CO94 Rio Grande County, Colorado 0.2526177695% CO95 Routt County, Colorado 0.2323178565% CO96 Saguache County, Colorado 0.0666194156% CO97 San Juan County, Colorado 0.0097000947% CO98 San Miguel County, Colorado 0.1004727271% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-31 State ID Qualifying Subdivision Consolidated State Allocation CO99 Sedgwick County, Colorado 0.0618109352% CO100 Sheridan City, Colorado 0.2306795787% CO101 Steamboat Springs City, Colorado 0.1513646932% CO102 Sterling City, Colorado 0.0995110857% CO103 Summit County, Colorado 0.3761345614% CO104 Superior Town, Colorado 0.0014920421% CO105 Teller County, Colorado 0.6218972779% CO106 Thornton City, Colorado 1.0031200434% CO107 Washington County, Colorado 0.0356553080% CO108 Weld County, Colorado 2.2921158443% CO109 Wellington Town, Colorado 0.0235131848% CO110 Westminster City, Colorado 1.1920065086% CO111 Wheat Ridge City, Colorado 0.3438324783% CO112 Windsor Town, Colorado 0.0900350795% CO113 Yuma County, Colorado 0.0992146077% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-32 State ID Qualifying Subdivision Consolidated State Allocation CT1 Andover Town, Connecticut 0.0513214640% CT2 Ansonia City, Connecticut 0.5316052437% CT3 Ashford Town, Connecticut 0.1096965130% CT4 Avon Town, Connecticut 0.5494886534% CT5 Barkhamsted Town, Connecticut 0.0620629520% CT6 Beacon Falls Town, Connecticut 0.1953947308% CT7 Berlin Town, Connecticut 0.5215629385% CT8 Bethany Town, Connecticut 0.1039156068% CT9 Bethel Town, Connecticut 0.3522422145% CT10 Bethlehem Town, Connecticut 0.0078647202% CT11 Bloomfield Town, Connecticut 0.4888368136% CT12 Bolton Town, Connecticut 0.1520831395% CT13 Bozrah Town, Connecticut 0.0582057867% CT14 Branford Town, Connecticut 0.8903816954% CT15 Bridgeport City, Connecticut 3.2580743095% CT16 Bridgewater Town, Connecticut 0.0118125935% CT17 Bristol City, Connecticut 1.3355768908% CT18 Brookfield Town, Connecticut 0.3087903124% CT19 Brooklyn Town, Connecticut 0.1880661562% CT20 Burlington Town, Connecticut 0.2348761319% CT21 Canaan Town, Connecticut 0.0343343640% CT22 Canterbury Town, Connecticut 0.1354310071% CT23 Canton Town, Connecticut 0.2669011966% CT24 Chaplin Town, Connecticut 0.0523959290% CT25 Cheshire Town, Connecticut 0.9783113499% CT26 Chester Town, Connecticut 0.0772387574% CT27 Clinton Town, Connecticut 0.5348726093% CT28 Colchester Town, Connecticut 0.6134395770% CT29 Colebrook Town, Connecticut 0.0296870114% CT30 Columbia Town, Connecticut 0.1005666237% CT31 Cornwall Town, Connecticut 0.0486027928% CT32 Coventry Town, Connecticut 0.3460011479% CT33 Cromwell Town, Connecticut 0.4750451453% CT34 Danbury City, Connecticut 1.1556465907% CT35 Darien Town, Connecticut 0.6429649345% CT36 Deep River Town, Connecticut 0.0924563595% CT37 Derby City, Connecticut 0.3503125449% CT38 Durham Town, Connecticut 0.0079309232% CT39 East Granby Town, Connecticut 0.1455975170% CT40 East Haddam Town, Connecticut 0.3145696377% CT41 East Hampton Town, Connecticut 0.4637546663% CT42 East Hartford Town, Connecticut 1.2645454069% CT43 East Haven Town, Connecticut 0.8590923735% CT44 East Lyme Town, Connecticut 0.6375826296% CT45 East Windsor Town, Connecticut 0.2419743793% CT46 Eastford Town, Connecticut 0.0446651958% CT47 Easton Town, Connecticut 0.1354961231% CT48 Ellington Town, Connecticut 0.4010047839% CT49 Enfield Town, Connecticut 0.9173431190% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-33 State ID Qualifying Subdivision Consolidated State Allocation CT50 Essex Town, Connecticut 0.1431870357% CT51 Fairfield Town, Connecticut 1.4212308415% CT52 Farmington Town, Connecticut 0.6572091547% CT53 Franklin Town, Connecticut 0.0446032416% CT54 Glastonbury Town, Connecticut 1.0420644550% CT55 Goshen Town, Connecticut 0.0030464255% CT56 Granby Town, Connecticut 0.2928405247% CT57 Greenwich Town, Connecticut 1.5644702467% CT58 Griswold Town, Connecticut 0.3865570141% CT59 Groton Town, Connecticut 1.4033874500% CT60 Guilford Town, Connecticut 0.8399392493% CT61 Haddam Town, Connecticut 0.0151716553% CT62 Hamden Town, Connecticut 1.7724359413% CT63 Hampton Town, Connecticut 0.0429454985% CT64 Hartford City, Connecticut 5.3268549899% CT65 Hartland Town, Connecticut 0.0359782738% CT66 Harwinton Town, Connecticut 0.0126363764% CT67 Hebron Town, Connecticut 0.1593443254% CT68 Kent Town, Connecticut 0.0835899976% CT69 Killingly Town, Connecticut 0.6116898413% CT70 Killingworth Town, Connecticut 0.2652963170% CT71 Lebanon Town, Connecticut 0.2746607824% CT72 Ledyard Town, Connecticut 0.5514380850% CT73 Lisbon Town, Connecticut 0.1156355161% CT74 Litchfield Town, Connecticut 0.3481982974% CT75 Lyme Town, Connecticut 0.0023141411% CT76 Madison Town, Connecticut 0.7594223560% CT77 Manchester Town, Connecticut 1.3929765818% CT78 Mansfield Town, Connecticut 0.3058754037% CT79 Marlborough Town, Connecticut 0.0766010346% CT80 Meriden City, Connecticut 1.8508778149% CT81 Middlebury Town, Connecticut 0.0276033951% CT82 Middlefield Town, Connecticut 0.0075627554% CT83 Middletown City, Connecticut 1.5343128975% CT84 Milford City, Connecticut 1.8215679630% CT85 Monroe Town, Connecticut 0.4307375445% CT86 Montville Town, Connecticut 0.5806185940% CT87 Morris Town, Connecticut 0.0099785725% CT88 Naugatuck Borough, Connecticut 1.0644527326% CT89 New Britain City, Connecticut 1.5740557511% CT90 New Canaan Town, Connecticut 0.6136187204% CT91 New Fairfield Town, Connecticut 0.2962030448% CT92 New Hartford Town, Connecticut 0.1323482193% CT93 New Haven City, Connecticut 5.8061427601% CT94 New London City, Connecticut 1.0536729060% CT95 New Milford Town, Connecticut 1.0565475001% CT96 Newington Town, Connecticut 0.7132456565% CT97 Newtown, Connecticut 0.5964476353% CT98 Norfolk Town, Connecticut 0.0442819100% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-34 State ID Qualifying Subdivision Consolidated State Allocation CT99 North Branford Town, Connecticut 0.4795791623% CT100 North Canaan Town, Connecticut 0.0913148022% CT101 North Haven Town, Connecticut 0.7922543069% CT102 North Stonington Town, Connecticut 0.1803885830% CT103 Norwalk City, Connecticut 1.5918210823% CT104 Norwich City, Connecticut 1.1639182124% CT105 Old Lyme Town, Connecticut 0.0247921386% CT106 Old Saybrook Town, Connecticut 0.4181170767% CT107 Orange Town, Connecticut 0.3683598812% CT108 Oxford Town, Connecticut 0.3955127994% CT109 Plainfield Town, Connecticut 0.5352043161% CT110 Plainville Town, Connecticut 0.3937549612% CT111 Plymouth Town, Connecticut 0.4213382978% CT112 Pomfret Town, Connecticut 0.1174722050% CT113 Portland Town, Connecticut 0.3205523149% CT114 Preston Town, Connecticut 0.1319895374% CT115 Prospect Town, Connecticut 0.3056173107% CT116 Putnam Town, Connecticut 0.2953254103% CT117 Redding Town, Connecticut 0.1726435223% CT118 Ridgefield Town, Connecticut 0.6645173744% CT119 Rocky Hill Town, Connecticut 0.3929175425% CT120 Roxbury Town, Connecticut 0.0037924445% CT121 Salem Town, Connecticut 0.1075219911% CT122 Salisbury Town, Connecticut 0.1052257347% CT123 Scotland Town, Connecticut 0.0395212218% CT124 Seymour Town, Connecticut 0.5301171581% CT125 Sharon Town, Connecticut 0.0761294123% CT126 Shelton City, Connecticut 0.5601099879% CT127 Sherman Town, Connecticut 0.0494382353% CT128 Simsbury Town, Connecticut 0.6988446241% CT129 Somers Town, Connecticut 0.2491740063% CT130 South Windsor Town, Connecticut 0.7310935932% CT131 Southbury Town, Connecticut 0.0581965974% CT132 Southington Town, Connecticut 0.9683065927% CT133 Sprague Town, Connecticut 0.0874709763% CT134 Stafford Town, Connecticut 0.3388202949% CT135 Stamford City, Connecticut 2.9070395589% CT136 Sterling Town, Connecticut 0.0949826467% CT137 Stonington Town, Connecticut 0.5576891315% CT138 Stratford Town, Connecticut 0.9155695700% CT139 Suffield Town, Connecticut 0.3402792315% CT140 Thomaston Town, Connecticut 0.2664061562% CT141 Thompson Town, Connecticut 0.2673479187% CT142 Tolland Town, Connecticut 0.4342020371% CT143 Torrington City, Connecticut 1.3652460176% CT144 Trumbull Town, Connecticut 0.7617744403% CT145 Union Town, Connecticut 0.0153941764% CT146 Vernon Town, Connecticut 0.7027162157% CT147 Voluntown, Connecticut 0.0733181557% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-35 State ID Qualifying Subdivision Consolidated State Allocation CT148 Wallingford Town, Connecticut 1.5350353996% CT149 Warren Town, Connecticut 0.0489758024% CT150 Washington Town, Connecticut 0.1553517897% CT151 Waterbury City, Connecticut 4.6192219654% CT152 Waterford Town, Connecticut 0.7608802056% CT153 Watertown, Connecticut 0.6868118808% CT154 West Hartford Town, Connecticut 1.6216697477% CT155 West Haven City, Connecticut 1.4026972589% CT156 Westbrook Town, Connecticut 0.2586999280% CT157 Weston Town, Connecticut 0.3664201329% CT158 Westport Town, Connecticut 0.8921084083% CT159 Wethersfield Town, Connecticut 0.6208707168% CT160 Willington Town, Connecticut 0.0975268185% CT161 Wilton Town, Connecticut 0.6378099925% CT162 Winchester Town, Connecticut 0.3760305376% CT163 Windham Town, Connecticut 1.0108949901% CT164 Windsor Locks Town, Connecticut 0.3174167624% CT165 Windsor Town, Connecticut 0.7548324123% CT166 Wolcott Town, Connecticut 0.5443693820% CT167 Woodbridge Town, Connecticut 0.2435300513% CT168 Woodbury Town, Connecticut 0.3411988605% CT169 Woodmont Borough, Connecticut 0.0173159412% CT170 Woodstock Town, Connecticut 0.1817110623% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-36 State ID Qualifying Subdivision Consolidated State Allocation DE1 Dover City, Delaware 25.00000000% ($1.00) DE2 Kent County, Delaware 25.00000000% ($1.00) DE3 Middletown, Delaware 0.0000000000% DE4 Milford City, Delaware 0.0000000000% DE5 New Castle County, Delaware 0.0000000000% DE6 Newark City, Delaware 0.0000000000% DE7 Seaford City, Delaware 25.00000000% ($1.00) DE8 Smyrna Town, Delaware 0.0000000000% DE9 Sussex County, Delaware 25.00000000% ($1.00) DE10 Wilmington City, Delaware 0.0000000000% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-37 State ID Qualifying Subdivision Consolidated State Allocation FL1 Alachua County, Florida 0.8594613234% FL2 Altamonte Springs City, Florida 0.0813054302% FL3 Apopka City, Florida 0.0972154704% FL4 Atlantic Beach City, Florida 0.0388915664% FL5 Auburndale City, Florida 0.0286367831% FL6 Aventura City, Florida 0.0246200756% FL7 Avon Park City, Florida 0.0258288737% FL8 Baker County, Florida 0.1931736622% FL9 Bartow City, Florida 0.0439725748% FL10 Bay County, Florida 0.5394465693% FL11 Belle Glade City, Florida 0.0208278128% FL12 Boca Raton City, Florida 0.4720689632% FL13 Bonita Springs City, Florida 0.0173754580% FL14 Boynton Beach City, Florida 0.3064979246% FL15 Bradenton City, Florida 0.3799303249% FL16 Bradford County, Florida 0.1894834807% FL17 Brevard County, Florida 2.3870763525% FL18 Broward County, Florida 4.0626227708% FL19 Calhoun County, Florida 0.0471282181% FL20 Callaway City, Florida 0.0249535015% FL21 Cape Canaveral City, Florida 0.0455607190% FL22 Cape Coral City, Florida 0.7144300110% FL23 Casselberry City, Florida 0.0800352962% FL24 Charlotte County, Florida 0.6902251426% FL25 Citrus County, Florida 0.9696466473% FL26 Clay County, Florida 1.1934300121% FL27 Clearwater City, Florida 0.6338625372% FL28 Clermont City, Florida 0.0759095348% FL29 Cocoa Beach City, Florida 0.0843632048% FL30 Cocoa City, Florida 0.1492447199% FL31 Coconut Creek City, Florida 0.1011309318% FL32 Collier County, Florida 1.3548224874% FL33 Columbia County, Florida 0.3421221973% FL34 Cooper City, Florida 0.0739363249% FL35 Coral Gables City, Florida 0.0717799422% FL36 Coral Springs City, Florida 0.3234064085% FL37 Crestview City, Florida 0.0704397566% FL38 Cutler Bay Town, Florida 0.0094141463% FL39 Dania Beach City, Florida 0.0178067890% FL40 Davie Town, Florida 0.2669225293% FL41 Daytona Beach City, Florida 0.4475559985% FL42 Daytona Beach Shores City, Florida 0.0397433158% FL43 De Soto County, Florida 0.1136404205% FL44 Debary City, Florida 0.0352833296% FL45 Deerfield Beach City, Florida 0.2024233562% FL46 Deland City, Florida 0.0989843542% FL47 Delray Beach City, Florida 0.3518466005% FL48 Deltona City, Florida 0.1993292304% FL49 Destin City, Florida 0.0146783092% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-38 State ID Qualifying Subdivision Consolidated State Allocation FL50 Dixie County, Florida 0.1037443927% FL51 Doral City, Florida 0.0139780477% FL52 Dunedin City, Florida 0.1024411213% FL53 Eatonville Town, Florida 0.0083256415% FL54 Edgewater City, Florida 0.0580427172% FL55 Escambia County, Florida 1.0109990610% FL56 Estero Village, Florida 0.0120797555% FL57 Eustis City, Florida 0.0419300395% FL58 Fernandina Beach City, Florida 0.0831601989% FL59 Flagler County, Florida 0.3050082484% FL60 Florida City, Florida 0.0039287890% FL61 Fort Lauderdale City, Florida 0.8305816295% FL62 Fort Myers City, Florida 0.4310995634% FL63 Fort Pierce City, Florida 0.1595358726% FL64 Fort Walton Beach City, Florida 0.0778370605% FL65 Franklin County, Florida 0.0499106708% FL66 Fruitland Park City, Florida 0.0083820932% FL67 Gadsden County, Florida 0.1236554705% FL68 Gainesville City, Florida 0.3815982894% FL69 Gilchrist County, Florida 0.0643335042% FL70 Glades County, Florida 0.0406124963% FL71 Greenacres City, Florida 0.0764248986% FL72 Groveland City, Florida 0.0261531482% FL73 Gulf County, Florida 0.0599141908% FL74 Gulfport City, Florida 0.0478945547% FL75 Haines City, Florida 0.0479847066% FL76 Hallandale Beach City, Florida 0.1549505272% FL77 Hamilton County, Florida 0.0479418005% FL78 Hardee County, Florida 0.0671103643% FL79 Hendry County, Florida 0.1444608951% FL80 Hernando County, Florida 1.5100758996% FL81 Hialeah City, Florida 0.0980156525% FL82 Hialeah Gardens City, Florida 0.0054519294% FL83 Highlands County, Florida 0.2931860386% FL84 Hillsborough County, Florida 6.5231125308% FL85 Holly Hill City, Florida 0.0316162444% FL86 Hollywood City, Florida 0.5201647754% FL87 Holmes County, Florida 0.0816118922% FL88 Homestead City, Florida 0.0249353985% FL89 Indian River County, Florida 0.6541177901% FL90 Jackson County, Florida 0.1589357678% FL91 Jacksonville Beach City, Florida 0.1004466852% FL92 Jacksonville City, Florida 5.2956380196% FL93 Jefferson County, Florida 0.0408207989% FL94 Jupiter Town, Florida 0.1254666431% FL95 Key Biscayne Village, Florida 0.0136838783% FL96 Key West City, Florida 0.0880867779% FL97 Kissimmee City, Florida 0.1623657708% FL98 Lady Lake Town, Florida 0.0250481927% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-39 State ID Qualifying Subdivision Consolidated State Allocation FL99 Lafayette County, Florida 0.0319113399% FL100 Lake City, Florida 0.1046594391% FL101 Lake County, Florida 0.7815478562% FL102 Lake Mary City, Florida 0.0797674370% FL103 Lake Wales City, Florida 0.0362931762% FL104 Lake Worth City, Florida 0.1171459041% FL105 Lakeland City, Florida 0.2948749206% FL106 Lantana Town, Florida 0.0245078987% FL107 Largo City, Florida 0.3741936498% FL108 Lauderdale Lakes City, Florida 0.0626243040% FL109 Lauderhill City, Florida 0.1443830721% FL110 Lee County, Florida 2.1503874299% FL111 Leesburg City, Florida 0.0913398906% FL112 Leon County, Florida 0.4712019797% FL113 Levy County, Florida 0.2511923208% FL114 Liberty County, Florida 0.0193986191% FL115 Lighthouse Point City, Florida 0.0291322827% FL116 Longwood City, Florida 0.0617091669% FL117 Lynn Haven City, Florida 0.0392057816% FL118 Madison County, Florida 0.0635403309% FL119 Maitland City, Florida 0.0467282451% FL120 Manatee County, Florida 2.2885234019% FL121 Marco Island City, Florida 0.0620945413% FL122 Margate City, Florida 0.1436833554% FL123 Marion County, Florida 1.3321814866% FL124 Martin County, Florida 0.7882651079% FL125 Melbourne City, Florida 0.3831054876% FL126 Miami Beach City, Florida 0.1814092477% FL127 Miami City, Florida 0.2927934557% FL128 Miami Gardens City, Florida 0.0406839641% FL129 Miami Lakes Town, Florida 0.0078375139% FL130 Miami Shores Village, Florida 0.0062876094% FL131 Miami Springs City, Florida 0.0061694950% FL132 Miami-Dade County, Florida 4.3271705192% FL133 Milton City, Florida 0.0466314657% FL134 Minneola City, Florida 0.0160580418% FL135 Miramar City, Florida 0.2792796404% FL136 Monroe County, Florida 0.3883011967% FL137 Mount Dora City, Florida 0.0410212212% FL138 Naples City, Florida 0.1344157944% FL139 Nassau County, Florida 0.3937725183% FL140 New Port Richey City, Florida 0.1498783253% FL141 New Smyrna Beach City, Florida 0.1040660344% FL142 Niceville City, Florida 0.0217446385% FL143 North Lauderdale City, Florida 0.0660690508% FL144 North Miami Beach City, Florida 0.0303917946% FL145 North Miami City, Florida 0.0303784307% FL146 North Palm Beach Village, Florida 0.0443491609% FL147 North Port City, Florida 0.2096119036% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-40 State ID Qualifying Subdivision Consolidated State Allocation FL148 Oakland Park City, Florida 0.1004312332% FL149 Ocala City, Florida 0.3689945815% FL150 Ocoee City, Florida 0.0666000846% FL151 Okaloosa County, Florida 0.6345124117% FL152 Okeechobee County, Florida 0.3534953181% FL153 Oldsmar City, Florida 0.0394219828% FL154 Opa-Locka City, Florida 0.0078475369% FL155 Orange City, Florida 0.0335624179% FL156 Orange County, Florida 3.1307419804% FL157 Orlando City, Florida 1.1602492100% FL158 Ormond Beach City, Florida 0.1146438211% FL159 Osceola County, Florida 0.8372491116% FL160 Oviedo City, Florida 0.1031308696% FL161 Palatka City, Florida 0.0469549231% FL162 Palm Bay City, Florida 0.4048169342% FL163 Palm Beach County, Florida 5.9784001645% FL164 Palm Beach Gardens City, Florida 0.2336752163% FL165 Palm Coast City, Florida 0.0848564709% FL166 Palm Springs Village, Florida 0.0380209877% FL167 Palmetto Bay Village, Florida 0.0074040767% FL168 Palmetto City, Florida 0.0528697594% FL169 Panama City Beach City, Florida 0.0808973045% FL170 Panama City, Florida 0.1551531466% FL171 Parkland City, Florida 0.0458042834% FL172 Pasco County, Florida 4.4295368317% FL173 Pembroke Pines City, Florida 0.4628331778% FL174 Pensacola City, Florida 0.3306359554% FL175 Pinecrest Village, Florida 0.0082965714% FL176 Pinellas County, Florida 4.7935359992% FL177 Pinellas Park City, Florida 0.2516664490% FL178 Plant City, Florida 0.1042185754% FL179 Plantation City, Florida 0.2139192761% FL180 Polk County, Florida 1.6016881161% FL181 Pompano Beach City, Florida 0.3354719648% FL182 Port Orange City, Florida 0.1775970116% FL183 Port St. Lucie City, Florida 0.3908042602% FL184 Punta Gorda City, Florida 0.0471207554% FL185 Putnam County, Florida 0.3379382594% FL186 Riviera Beach City, Florida 0.1636174387% FL187 Rockledge City, Florida 0.0966039082% FL188 Royal Palm Beach Village, Florida 0.0492948779% FL189 Safety Harbor City, Florida 0.0380615697% FL190 Sanford City, Florida 0.1642438718% FL191 Santa Rosa County, Florida 0.6546368035% FL192 Sarasota City, Florida 0.4842803786% FL193 Sarasota County, Florida 1.9688041245% FL194 Satellite Beach City, Florida 0.0359750389% FL195 Sebastian City, Florida 0.0383157745% FL196 Sebring City, Florida 0.0381728569% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-41 State ID Qualifying Subdivision Consolidated State Allocation FL197 Seminole City, Florida 0.0952489243% FL198 Seminole County, Florida 1.5086951138% FL199 South Daytona City, Florida 0.0452214101% FL200 South Miami City, Florida 0.0078330472% FL201 St Johns County, Florida 0.6638216753% FL202 St Lucie County, Florida 0.9562887503% FL203 St. Augustine City, Florida 0.0465108819% FL204 St. Cloud City, Florida 0.0738366040% FL205 St. Petersburg City, Florida 1.4565924173% FL206 Stuart City, Florida 0.0812230134% FL207 Sumter County, Florida 0.3263986345% FL208 Sunny Isles Beach City, Florida 0.0076937793% FL209 Sunrise City, Florida 0.2860704481% FL210 Suwannee County, Florida 0.1910149373% FL211 Sweetwater City, Florida 0.0041159745% FL212 Tallahassee City, Florida 0.4259972563% FL213 Tamarac City, Florida 0.1344928911% FL214 Tampa City, Florida 1.9756726462% FL215 Tarpon Springs City, Florida 0.1019709696% FL216 Tavares City, Florida 0.0318218598% FL217 Taylor County, Florida 0.0921812176% FL218 Temple Terrace City, Florida 0.1079810418% FL219 Titusville City, Florida 0.2400558465% FL220 Union County, Florida 0.0651555116% FL221 Venice City, Florida 0.1423476183% FL222 Vero Beach City, Florida 0.0606417248% FL223 Volusia County, Florida 1.7446849189% FL224 Wakulla County, Florida 0.1151294611% FL225 Walton County, Florida 0.2685576832% FL226 Washington County, Florida 0.1201244575% FL227 Wellington Village, Florida 0.0501840680% FL228 West Melbourne City, Florida 0.0519971652% FL229 West Palm Beach City, Florida 0.5492662267% FL230 West Park City, Florida 0.0295538994% FL231 Weston City, Florida 0.1386373546% FL232 Wilton Manors City, Florida 0.0316306070% FL233 Winter Garden City, Florida 0.0562653176% FL234 Winter Haven City, Florida 0.0970328243% FL235 Winter Park City, Florida 0.1049029672% FL236 Winter Springs City, Florida 0.0622621530% FL237 Zephyrhills City, Florida 0.1126717551% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-42 State ID Qualifying Subdivision Consolidated State Allocation GA1 Acworth City, Georgia 0.1010066057% GA2 Adel City, Georgia 0.0545649432% GA3 Albany City, Georgia 0.3157843012% GA4 Alma City, Georgia 0.0720108615% GA5 Alpharetta City, Georgia 0.2110377863% GA6 Americus City, Georgia 0.0651732444% GA7 Appling County, Georgia 0.1891925647% GA8 Arlington City, Georgia 0.0057755147% GA9 Athens-Clarke County Unified Government, Georgia 1.3856330305% GA10 Atkinson County, Georgia 0.0986720780% GA11 Atlanta City, Georgia 2.9922320659% GA12 Augusta-Richmond County Consolidated Government, Georgia 2.7761021713% GA13 Bacon County, Georgia 0.1326313298% GA14 Bainbridge City, Georgia 0.0569861790% GA15 Baker County, Georgia 0.0138992540% GA16 Baldwin County, Georgia 0.2940093402% GA17 Banks County, Georgia 0.2108287241% GA18 Barrow County, Georgia 0.7562315570% GA19 Bartow County, Georgia 1.0945235112% GA20 Ben Hill County, Georgia 0.0834031458% GA21 Berrien County, Georgia 0.1225733642% GA22 Blackshear City, Georgia 0.0349161927% GA23 Blakely City, Georgia 0.0158441397% GA24 Bleckley County, Georgia 0.1430561858% GA25 Brantley County, Georgia 0.2875410777% GA26 Braselton Town, Georgia 0.0371467624% GA27 Brookhaven City, Georgia 0.0913450445% GA28 Brooks County, Georgia 0.1455943886% GA29 Brunswick City, Georgia 0.1020085339% GA30 Bryan County, Georgia 0.2289883650% GA31 Buford City, Georgia 0.0023586547% GA32 Bulloch County, Georgia 0.4088475182% GA33 Burke County, Georgia 0.1875413288% GA34 Butts County, Georgia 0.3747020131% GA35 Calhoun City, Georgia 0.1780085402% GA36 Calhoun County, Georgia 0.0360783561% GA37 Camden County, Georgia 0.3387009665% GA38 Candler County, Georgia 0.0990882539% GA39 Canton City, Georgia 0.1378274535% GA40 Carroll County, Georgia 1.4108548814% GA41 Carrollton City, Georgia 0.4395018339% GA42 Cartersville City, Georgia 0.2991406477% GA43 Catoosa County, Georgia 1.1134068466% GA44 Chamblee City, Georgia 0.0537051979% GA45 Charlton County, Georgia 0.1046313818% GA46 Chatham County, Georgia 1.4544033708% GA47 Chattooga County, Georgia 0.3317513109% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-43 State ID Qualifying Subdivision Consolidated State Allocation GA48 Cherokee County, Georgia 2.1190683851% GA49 Clarkston City, Georgia 0.0175253481% GA50 Clay County, Georgia 0.0274637104% GA51 Clayton County, Georgia 1.6728881377% GA52 Clinch County, Georgia 0.0617206810% GA53 Cobb County, Georgia 5.8580801967% GA54 Coffee County, Georgia 0.4164755944% GA55 College Park City, Georgia 0.1805996391% GA56 Colquitt County, Georgia 0.2578612394% GA57 Columbia County, Georgia 1.2905730633% GA58 Columbus City, Georgia 1.8227140298% GA59 Conyers City, Georgia 0.1202231912% GA60 Cook County, Georgia 0.0973405674% GA61 Cordele City, Georgia 0.0583989534% GA62 Covington City, Georgia 0.1969084378% GA63 Coweta County, Georgia 0.9767276305% GA64 Crawford County, Georgia 0.1282569558% GA65 Crisp County, Georgia 0.1296658905% GA66 Cusseta-Chattahoochee County Unified Government, Georgia 0.0695538650% GA67 Dade County, Georgia 0.1799465490% GA68 Dallas City, Georgia 0.0916776643% GA69 Dalton City, Georgia 0.3628092518% GA70 Damascus City, Georgia 0.0005040301% GA71 Dawson City, Georgia 0.0138696254% GA72 Dawson County, Georgia 0.3215223361% GA73 Decatur City, Georgia 0.1040340531% GA74 Decatur County, Georgia 0.1633371087% GA75 Dekalb County, Georgia 4.0579602979% GA76 Demorest City, Georgia 0.0233539880% GA77 Dodge County, Georgia 0.3228398634% GA78 Dooly County, Georgia 0.0758970226% GA79 Doraville City, Georgia 0.0619484258% GA80 Dougherty County, Georgia 0.4519146718% GA81 Douglas City, Georgia 0.2364366638% GA82 Douglas County, Georgia 1.2411219485% GA83 Douglasville City, Georgia 0.2313289102% GA84 Dublin City, Georgia 0.1598683843% GA85 Duluth City, Georgia 0.1174400509% GA86 Dunwoody City, Georgia 0.0823645400% GA87 Early County, Georgia 0.0433467628% GA88 East Point City, Georgia 0.2308433908% GA89 Echols County, Georgia 0.0262187359% GA90 Effingham County, Georgia 0.4370293068% GA91 Elbert County, Georgia 0.2655117233% GA92 Emanuel County, Georgia 0.2278497555% GA93 Evans County, Georgia 0.1156959749% GA94 Fairburn City, Georgia 0.0542552469% GA95 Fannin County, Georgia 0.5651805280% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-44 State ID Qualifying Subdivision Consolidated State Allocation GA96 Fayette County, Georgia 0.6527012475% GA97 Fayetteville City, Georgia 0.1201203794% GA98 Fitzgerald City, Georgia 0.0569093853% GA99 Floyd County, Georgia 0.9887350092% GA100 Forest Park City, Georgia 0.1455200592% GA101 Forsyth County, Georgia 1.7110664570% GA102 Franklin County, Georgia 0.5550296650% GA103 Fulton County, Georgia 3.2792330120% GA104 Gainesville City, Georgia 0.3640437388% GA105 Georgetown-Quitman County Unified Government, Georgia 0.0176595651% GA106 Gilmer County, Georgia 0.4239021158% GA107 Glascock County, Georgia 0.0283662653% GA108 Glynn County, Georgia 0.7968809706% GA109 Gordon County, Georgia 0.4175279543% GA110 Grady County, Georgia 0.1716497947% GA111 Greene County, Georgia 0.1737385827% GA112 Griffin City, Georgia 0.2287480123% GA113 Grovetown City, Georgia 0.0632622854% GA114 Gwinnett County, Georgia 4.8912732775% GA115 Habersham County, Georgia 0.4635124652% GA116 Hall County, Georgia 1.5772937095% GA117 Hancock County, Georgia 0.0536800967% GA118 Haralson County, Georgia 1.0934912667% GA119 Harris County, Georgia 0.2037540782% GA120 Hart County, Georgia 0.2935398099% GA121 Heard County, Georgia 0.1232058232% GA122 Henry County, Georgia 1.9715208583% GA123 Hinesville City, Georgia 0.2572364025% GA124 Holly Springs City, Georgia 0.0823108417% GA125 Houston County, Georgia 0.8378076437% GA126 Irwin County, Georgia 0.0610553841% GA127 Jackson County, Georgia 0.9201220386% GA128 Jasper County, Georgia 0.1152245534% GA129 Jeff Davis County, Georgia 0.3659791686% GA130 Jefferson City, Georgia 0.0881783943% GA131 Jefferson County, Georgia 0.1517559349% GA132 Jenkins County, Georgia 0.0808740550% GA133 Johns Creek City, Georgia 0.1877697040% GA134 Johnson County, Georgia 0.0876584323% GA135 Jones County, Georgia 0.2773521617% GA136 Kennesaw City, Georgia 0.1446191663% GA137 Kingsland City, Georgia 0.1313198199% GA138 Lagrange City, Georgia 0.2069622772% GA139 Lakeland City, Georgia 0.0155232109% GA140 Lamar County, Georgia 0.2083015245% GA141 Lanier County, Georgia 0.0574613256% GA142 Laurens County, Georgia 0.5249834521% GA143 Lawrenceville City, Georgia 0.1647173317% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-45 State ID Qualifying Subdivision Consolidated State Allocation GA144 Lee County, Georgia 0.2162850866% GA145 Liberty County, Georgia 0.2931642086% GA146 Lilburn City, Georgia 0.0538355752% GA147 Lincoln County, Georgia 0.1000487479% GA148 Loganville City, Georgia 0.1468681321% GA149 Long County, Georgia 0.1216766548% GA150 Lowndes County, Georgia 0.6253829866% GA151 Lumpkin County, Georgia 0.3139555802% GA152 Macon County, Georgia 0.1110857755% GA153 Macon-Bibb County Unified Government, Georgia 2.0265214623% GA154 Madison County, Georgia 0.5114434091% GA155 Marietta City, Georgia 0.7354006996% GA156 Marion County, Georgia 0.0615218771% GA157 McDonough City, Georgia 0.0803644086% GA158 McDuffie County, Georgia 0.2216409869% GA159 McIntosh County, Georgia 0.1678759014% GA160 Meriwether County, Georgia 0.2015834534% GA161 Milledgeville City, Georgia 0.1343842887% GA162 Miller County, Georgia 0.0562389307% GA163 Milton City, Georgia 0.0765630644% GA164 Mitchell County, Georgia 0.1842864232% GA165 Monroe City, Georgia 0.1616058698% GA166 Monroe County, Georgia 0.2463868890% GA167 Montgomery County, Georgia 0.0685440855% GA168 Morgan County, Georgia 0.1807932852% GA169 Moultrie City, Georgia 0.1150272968% GA170 Murray County, Georgia 0.6862865600% GA171 Nashville City, Georgia 0.0288042758% GA172 Newnan City, Georgia 0.2037973462% GA173 Newton County, Georgia 0.6206699754% GA174 Norcross City, Georgia 0.0762036242% GA175 Oconee County, Georgia 0.2721000475% GA176 Oglethorpe County, Georgia 0.1461658711% GA177 Paulding County, Georgia 1.7495211188% GA178 Peach County, Georgia 0.2319656673% GA179 Peachtree City, Georgia 0.2219833492% GA180 Peachtree Corners City, Georgia 0.2099400952% GA181 Perry City, Georgia 0.0954580908% GA182 Pickens County, Georgia 0.3905362384% GA183 Pierce County, Georgia 0.2012068205% GA184 Pike County, Georgia 0.1072270653% GA185 Polk County, Georgia 0.7130941429% GA186 Pooler City, Georgia 0.0516303360% GA187 Powder Springs City, Georgia 0.0633430906% GA188 Pulaski County, Georgia 0.1671565625% GA189 Putnam County, Georgia 0.2061208707% GA190 Rabun County, Georgia 0.3170130000% GA191 Randolph County, Georgia 0.0382245100% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-46 State ID Qualifying Subdivision Consolidated State Allocation GA192 Richmond Hill City, Georgia 0.0716382402% GA193 Riverdale City, Georgia 0.0684460876% GA194 Rockdale County, Georgia 0.7947696030% GA195 Rome City, Georgia 0.3719383578% GA196 Roswell City, Georgia 0.2174642134% GA197 Sandy Springs City, Georgia 0.2590143480% GA198 Savannah City, Georgia 1.1246685243% GA199 Schley County, Georgia 0.0238356678% GA200 Screven County, Georgia 0.1132053955% GA201 Seminole County, Georgia 0.0804817769% GA202 Smyrna City, Georgia 0.2661908888% GA203 Snellville City, Georgia 0.0758688840% GA204 Spalding County, Georgia 0.5900646014% GA205 Springfield City, Georgia 0.0124802329% GA206 St. Marys City, Georgia 0.0962803562% GA207 Statesboro City, Georgia 0.1844690660% GA208 Stephens County, Georgia 0.7520555284% GA209 Stewart County, Georgia 0.0419742764% GA210 Stockbridge City, Georgia 0.0302698888% GA211 Sugar Hill City, Georgia 0.0106058369% GA212 Sumter County, Georgia 0.1314426325% GA213 Suwanee City, Georgia 0.0700562332% GA214 Talbot County, Georgia 0.0410357316% GA215 Taliaferro County, Georgia 0.0068637499% GA216 Tattnall County, Georgia 0.2930768128% GA217 Taylor County, Georgia 0.0819435502% GA218 Telfair County, Georgia 0.1855378735% GA219 Terrell County, Georgia 0.0334710962% GA220 Thomas County, Georgia 0.2077911904% GA221 Thomasville City, Georgia 0.1281973547% GA222 Tift County, Georgia 0.2088288220% GA223 Tifton City, Georgia 0.1416502311% GA224 Toombs County, Georgia 0.2423104056% GA225 Towns County, Georgia 0.2454408368% GA226 Treutlen County, Georgia 0.0571447522% GA227 Troup County, Georgia 0.4334095739% GA228 Tucker City, Georgia 0.0615225648% GA229 Turner County, Georgia 0.0697951920% GA230 Twiggs County, Georgia 0.0640416265% GA231 Union City, Georgia 0.1531538090% GA232 Union County, Georgia 0.2949759089% GA233 Upson County, Georgia 0.3355566667% GA234 Valdosta City, Georgia 0.2598246932% GA235 Vidalia City, Georgia 0.1252530050% GA236 Villa Rica City, Georgia 0.1397113628% GA237 Walker County, Georgia 0.8453605309% GA238 Walton County, Georgia 0.8194381956% GA239 Ware County, Georgia 0.5170078559% GA240 Warner Robins City, Georgia 0.3969845574% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-47 State ID Qualifying Subdivision Consolidated State Allocation GA241 Warren County, Georgia 0.0447828045% GA242 Warwick City, Georgia 0.0103298381% GA243 Washington County, Georgia 0.1959988913% GA244 Waycross City, Georgia 0.1358274367% GA245 Wayne County, Georgia 0.6609347902% GA246 Webster County Unified Government, Georgia 0.0143656323% GA247 Wheeler County, Georgia 0.0675300652% GA248 White County, Georgia 0.4351939380% GA249 Whitfield County, Georgia 0.7644288806% GA250 Wilcox County, Georgia 0.0828696590% GA251 Wilkes County, Georgia 0.0976306068% GA252 Wilkinson County, Georgia 0.0847297279% GA253 Winder City, Georgia 0.2007720766% GA254 Woodbury City, Georgia 0.0085236394% GA255 Woodstock City, Georgia 0.1942956763% GA256 Worth County, Georgia 0.1491832321% GA257 Rincon town, Georgia 0.0275488139% GA258 South Fulton City, Georgia 0.2561412300% GA259 Stonecrest City, Georgia 0.0904388800% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-48 State ID Qualifying Subdivision Consolidated State Allocation HI1 Hawaii County, Hawaii 18.2671692501% HI2 Kalawao, Hawaii 0.0034501514% HI3 Kauai County, Hawaii 5.7006273580% HI4 Maui County, Hawaii 13.9979969296% HI5 City and County of Honolulu, Hawaii 62.0307563109% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-49 State ID Qualifying Subdivision Consolidated State Allocation ID1 Ada County, Idaho 13.2776278333% ID2 Adams County, Idaho 0.1446831902% ID3 Ammon City, Idaho 0.0812916024% ID4 Bannock County, Idaho 3.0595589832% ID5 Bear Lake County, Idaho 0.6082712041% ID6 Benewah County, Idaho 0.6526829809% ID7 Bingham County, Idaho 1.6421270812% ID8 Blackfoot City, Idaho 0.6283857401% ID9 Blaine County, Idaho 0.9137717551% ID10 Boise City, Idaho 12.7586409110% ID11 Boise County, Idaho 0.3309644652% ID12 Bonner County, Idaho 2.5987361786% ID13 Bonneville County, Idaho 3.7761253875% ID14 Boundary County, Idaho 0.8788284447% ID15 Burley City, Idaho 0.4485975363% ID16 Butte County, Idaho 0.1839745518% ID17 Caldwell City, Idaho 1.1958553249% ID18 Camas County, Idaho 0.0422073443% ID19 Canyon County, Idaho 5.0120113688% ID20 Caribou County, Idaho 0.4396183832% ID21 Cassia County, Idaho 0.7270235866% ID22 Chubbuck City, Idaho 0.4841935447% ID23 Clark County, Idaho 0.0420924425% ID24 Clearwater County, Idaho 0.4890418390% ID25 Coeur D'Alene City, Idaho 2.7593778237% ID26 Custer County, Idaho 0.2133243878% ID27 Eagle City, Idaho 0.1711876661% ID28 Elmore County, Idaho 0.8899512165% ID29 Franklin County, Idaho 0.5753624958% ID30 Fremont County, Idaho 0.5716071696% ID31 Garden City, Idaho 0.5582782838% ID32 Gem County, Idaho 1.3784025725% ID33 Gooding County, Idaho 0.6966472013% ID34 Hayden City, Idaho 0.0047132146% ID35 Idaho County, Idaho 0.8474305547% ID36 Idaho Falls City, Idaho 3.8875027578% ID37 Jefferson County, Idaho 0.9842670749% ID38 Jerome City, Idaho 0.4169017424% ID39 Jerome County, Idaho 0.6223444291% ID40 Kootenai County, Idaho 5.6394798565% ID41 Kuna City, Idaho 0.1849461724% ID42 Latah County, Idaho 1.2943861166% ID43 Lemhi County, Idaho 0.4880814284% ID44 Lewis County, Idaho 0.2882543555% ID45 Lewiston City, Idaho 2.0176549375% ID46 Lincoln County, Idaho 0.1930184422% ID47 Madison County, Idaho 1.2748404845% ID48 Meridian City, Idaho 2.4045650754% ID49 Minidoka County, Idaho 0.9140620922% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-50 State ID Qualifying Subdivision Consolidated State Allocation ID50 Moscow City, Idaho 0.6590552650% ID51 Mountain Home City, Idaho 0.5706694591% ID52 Nampa City, Idaho 3.3274647954% ID53 Nez Perce County, Idaho 1.2765833482% ID54 Oneida County, Idaho 0.2371656647% ID55 Owyhee County, Idaho 0.5554298409% ID56 Payette County, Idaho 1.2750728102% ID57 Pocatello City, Idaho 2.9494898116% ID58 Post Falls City, Idaho 0.6781328826% ID59 Power County, Idaho 0.3505171035% ID60 Preston City, Idaho 0.1496220047% ID61 Rexburg City, Idaho 0.1336231941% ID62 Shoshone County, Idaho 1.2841091340% ID63 Star City, Idaho 0.0001322772% ID64 Teton County, Idaho 0.4258195211% ID65 Twin Falls City, Idaho 1.8245765222% ID66 Twin Falls County, Idaho 3.3104301873% ID67 Valley County, Idaho 0.8074710814% ID68 Washington County, Idaho 0.4917358652% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-51 State ID Qualifying Subdivision Consolidated State Allocation IL1 Adams County, Illinois Allocations in Illinois will be made in accordance with the Illinois Opioid Allocation Agreement. IL3 Addison Village, Illinois IL4 Alexander County, Illinois IL6 Algonquin Village, Illinois IL10 Anna City, Illinois IL13 Arlington Heights Village, Illinois IL14 Aurora City, Illinois IL19 Bartlett Village, Illinois IL22 Bedford Park Village, Illinois IL23 Belleville City, Illinois IL24 Bellwood Village, Illinois IL27 Bensenville Village, Illinois IL28 Benton City, Illinois IL30 Berkeley Village, Illinois IL31 Berwyn City, Illinois IL37 Bloomington City, Illinois IL39 Bolingbrook Village, Illinois IL40 Bond County, Illinois IL41 Boone County, Illinois IL46 Bridgeview Village, Illinois IL47 Broadview Village, Illinois IL49 Brown County, Illinois IL51 Buffalo Grove Village, Illinois IL52 Burbank City, Illinois IL53 Bureau County, Illinois IL56 Calhoun County, Illinois IL57 Calumet City, Illinois IL63 Carbondale City, Illinois IL65 Carol Stream Village, Illinois IL66 Carpentersville Village, Illinois IL67 Carroll County, Illinois IL70 Cass County, Illinois IL75 Champaign City, Illinois IL76 Champaign County, Illinois IL84 Chicago City, Illinois IL85 Chicago Heights City, Illinois IL86 Chicago Ridge Village, Illinois IL87 Christian County, Illinois IL88 Clark County, Illinois IL89 Clay County, Illinois IL90 Clinton County, Illinois IL91 Coles County, Illinois IL96 Cook County, Illinois IL99 Countryside City, Illinois IL100 Crawford County, Illinois IL104 Crystal Lake City, Illinois IL106 Cumberland County, Illinois AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-52 State ID Qualifying Subdivision Consolidated State Allocation IL107 Danville City, Illinois Allocations in Illinois will be made in accordance with the Illinois Opioid Allocation Agreement. IL110 De Witt County, Illinois IL111 Decatur City, Illinois IL114 Dekalb City, Illinois IL115 Dekalb County, Illinois IL117 Des Plaines City, Illinois IL120 Dolton Village, Illinois IL122 Douglas County, Illinois IL125 Downers Grove Village, Illinois IL127 Dupage County, Illinois IL131 Edgar County, Illinois IL132 Edwards County, Illinois IL136 Effingham County, Illinois IL138 Elgin City, Illinois IL141 Elk Grove Village, Illinois IL142 Elmhurst City, Illinois IL144 Evanston City, Illinois IL145 Evergreen Park Village, Illinois IL147 Fayette County, Illinois IL150 Ford County, Illinois IL151 Forest Park Village, Illinois IL155 Franklin County, Illinois IL156 Franklin Park Village, Illinois IL160 Fulton County, Illinois IL162 Galesburg City, Illinois IL163 Gallatin County, Illinois IL168 Glendale Heights Village, Illinois IL169 Glenview Village, Illinois IL174 Granite City, Illinois IL177 Greene County, Illinois IL180 Grundy County, Illinois IL181 Gurnee Village, Illinois IL182 Hamilton County, Illinois IL183 Hancock County, Illinois IL184 Hanover Park Village, Illinois IL186 Hardin County, Illinois IL188 Harrisburg City, Illinois IL190 Harvey City, Illinois IL191 Harwood Heights Village, Illinois IL193 Henderson County, Illinois IL194 Henry County, Illinois IL195 Herrin City, Illinois IL199 Hillside Village, Illinois IL201 Hodgkins Village, Illinois IL202 Hoffman Estates Village, Illinois IL206 Iroquois County, Illinois IL207 Jackson County, Illinois AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-53 State ID Qualifying Subdivision Consolidated State Allocation IL210 Jasper County, Illinois Allocations in Illinois will be made in accordance with the Illinois Opioid Allocation Agreement. IL211 Jefferson County, Illinois IL212 Jersey County, Illinois IL213 Jo Daviess County, Illinois IL214 Johnson County, Illinois IL215 Joliet City, Illinois IL218 Kane County, Illinois IL219 Kankakee City, Illinois IL220 Kankakee County, Illinois IL222 Kendall County, Illinois IL224 Knox County, Illinois IL225 La Grange Park Village, Illinois IL227 Lake County, Illinois IL233 Lasalle County, Illinois IL234 Lawrence County, Illinois IL235 Lee County, Illinois IL247 Livingston County, Illinois IL250 Logan County, Illinois IL251 Lombard Village, Illinois IL254 Lyons Township, Illinois IL255 Lyons Village, Illinois IL259 Macon County, Illinois IL260 Macoupin County, Illinois IL261 Madison County, Illinois IL266 Marion City, Illinois IL267 Marion County, Illinois IL269 Marshall County, Illinois IL270 Mason County, Illinois IL271 Massac County, Illinois IL275 Maywood Village, Illinois IL276 McCook Village, Illinois IL277 McDonough County, Illinois IL279 McHenry County, Illinois IL281 McLean County, Illinois IL283 Melrose Park Village, Illinois IL284 Menard County, Illinois IL285 Mercer County, Illinois IL286 Merrionette Park Village, Illinois IL287 Metropolis City, Illinois IL292 Moline City, Illinois IL295 Monroe County, Illinois IL296 Montgomery County, Illinois IL299 Morgan County, Illinois IL304 Moultrie County, Illinois IL305 Mount Prospect Village, Illinois IL307 Mundelein Village, Illinois IL309 Naperville City, Illinois AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-54 State ID Qualifying Subdivision Consolidated State Allocation IL317 Normal Town, Illinois Allocations in Illinois will be made in accordance with the Illinois Opioid Allocation Agreement. IL322 North Riverside Village, Illinois IL323 Northbrook Village, Illinois IL325 Northlake City, Illinois IL329 Oak Lawn Village, Illinois IL331 Oak Park Village, Illinois IL333 Ogle County, Illinois IL334 Orland Park Village, Illinois IL337 Oswego Village, Illinois IL341 Palatine Village, Illinois IL342 Palos Heights City, Illinois IL343 Palos Hills City, Illinois IL346 Park Ridge City, Illinois IL347 Pekin City, Illinois IL350 Peoria City, Illinois IL351 Peoria County, Illinois IL352 Perry County, Illinois IL354 Piatt County, Illinois IL355 Pike County, Illinois IL356 Plainfield Village, Illinois IL360 Pope County, Illinois IL361 Posen Village, Illinois IL362 Princeton City, Illinois IL365 Pulaski County, Illinois IL366 Putnam County, Illinois IL367 Quincy City, Illinois IL369 Randolph County, Illinois IL373 Richland County, Illinois IL376 River Forest Village, Illinois IL377 River Grove Village, Illinois IL380 Riverside Village, Illinois IL381 Rock Island City, Illinois IL382 Rock Island County, Illinois IL384 Rockford City, Illinois IL388 Romeoville Village, Illinois IL395 Saline County, Illinois IL396 Sangamon County, Illinois IL399 Schaumburg Village, Illinois IL400 Schiller Park Village, Illinois IL401 Schuyler County, Illinois IL402 Scott County, Illinois IL403 Sesser City, Illinois IL404 Shelby County, Illinois IL408 Skokie Village, Illinois IL413 Springfield City, Illinois IL414 St Clair County, Illinois IL415 St. Charles City, Illinois AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-55 State ID Qualifying Subdivision Consolidated State Allocation IL416 Stark County, Illinois Allocations in Illinois will be made in accordance with the Illinois Opioid Allocation Agreement. IL417 Stephenson County, Illinois IL421 Stone Park Village, Illinois IL422 Streamwood Village, Illinois IL423 Streator City, Illinois IL425 Summit Village, Illinois IL431 Tazewell County, Illinois IL433 Tinley Park Village, Illinois IL436 Union County, Illinois IL437 Urbana City, Illinois IL438 Vermilion County, Illinois IL441 Wabash County, Illinois IL442 Warren County, Illinois IL446 Washington County, Illinois IL451 Waukegan City, Illinois IL453 Wayne County, Illinois IL456 West Frankfort City, Illinois IL461 Wheaton City, Illinois IL463 Wheeling Village, Illinois IL464 White County, Illinois IL465 Whiteside County, Illinois IL466 Will County, Illinois IL467 Williamson County, Illinois IL470 Winnebago County, Illinois IL475 Woodford County, Illinois IL476 Woodridge Village, Illinois IL485 Cicero Town, Illinois AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-56 State ID Qualifying Subdivision Consolidated State Allocation IN1 Adams County, Indiana 0.3092831137% IN2 Advance Town, Indiana 0.0005697429% IN3 Akron Town, Indiana 0.0003285004% IN4 Alamo Town, Indiana 0.0005748757% IN5 Albany Town, Indiana 0.0256948895% IN6 Albion Town, Indiana 0.0216604942% IN7 Alexandria City, Indiana 0.1062339452% IN8 Alfordsville Town, Indiana 0.0001539846% IN9 Allen County, Indiana 2.2683259642% IN10 Alton Town, Indiana 0.0000307970% IN11 Altona Town, Indiana 0.0012436052% IN12 Ambia Town, Indiana 0.0006518680% IN13 Amboy Town, Indiana 0.0004824849% IN14 Amo Town, Indiana 0.0005748757% IN15 Anderson City, Indiana 1.3827864464% IN16 Andrews Town, Indiana 0.0060515930% IN17 Angola City, Indiana 0.0947466973% IN18 Arcadia Town, Indiana 0.0063133668% IN19 Argos Town, Indiana 0.0167894494% IN20 Ashley Town, Indiana 0.0062363745% IN21 Atlanta Town, Indiana 0.0011651498% IN22 Attica City, Indiana 0.0207571181% IN23 Auburn City, Indiana 0.1472502981% IN24 Aurora City, Indiana 0.0094392533% IN25 Austin City, Indiana 0.0232260039% IN26 Avilla Town, Indiana 0.0199563985% IN27 Avon Town, Indiana 0.0164096209% IN28 Bainbridge Town, Indiana 0.0014782517% IN29 Bargersville Town, Indiana 0.0121031861% IN30 Bartholomew County, Indiana 1.1839769860% IN31 Batesville City, Indiana 0.1546928850% IN32 Battle Ground Town, Indiana 0.0136276332% IN33 Bedford City, Indiana 0.3269554079% IN34 Beech Grove City, Indiana 0.0544694703% IN35 Benton County, Indiana 0.0744258688% IN36 Berne City, Indiana 0.0028076517% IN37 Bethany Town, Indiana 0.0002720394% IN38 Beverly Shores Town, Indiana 0.0154446510% IN39 Bicknell City, Indiana 0.0013294000% IN40 Birdseye Town, Indiana 0.0029462379% IN41 Blackford County, Indiana 0.2698682002% IN42 Bloomfield Town, Indiana 0.0042859034% IN43 Bloomingdale Town, Indiana 0.0026023390% IN44 Bloomington City, Indiana 0.8389591897% IN45 Blountsville Town, Indiana 0.0002566409% IN46 Bluffton City, Indiana 0.1002901414% IN47 Boone County, Indiana 0.6775012498% IN48 Boonville City, Indiana 0.1007777591% IN49 Borden Town, Indiana 0.0017502912% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-57 State ID Qualifying Subdivision Consolidated State Allocation IN50 Boston Town, Indiana 0.0005697429% IN51 Boswell Town, Indiana 0.0021095885% IN52 Bourbon Town, Indiana 0.0173027313% IN53 Brazil City, Indiana 0.0626768471% IN54 Bremen Town, Indiana 0.0529347576% IN55 Bristol Town, Indiana 0.0158450108% IN56 Brook Town, Indiana 0.0037366919% IN57 Brooklyn Town, Indiana 0.0065700077% IN58 Brooksburg Town, Indiana 0.0009547042% IN59 Brookston Town, Indiana 0.0116668965% IN60 Brookville Town, Indiana 0.0538894618% IN61 Brown County, Indiana 0.1828823244% IN62 Brownsburg Town, Indiana 0.1125832417% IN63 Brownstown, Indiana 0.0033619962% IN64 Bruceville Town, Indiana 0.0002412425% IN65 Bryant Town, Indiana 0.0003746957% IN66 Bunker Hill Town, Indiana 0.0010984232% IN67 Burket Town, Indiana 0.0011138216% IN68 Burlington Town, Indiana 0.0063800935% IN69 Burnettsville Town, Indiana 0.0004619537% IN70 Burns Harbor Town, Indiana 0.0397947421% IN71 Butler City, Indiana 0.0239138015% IN72 Cadiz Town, Indiana 0.0002823050% IN73 Cambridge City Town, Indiana 0.0241499112% IN74 Camden Town, Indiana 0.0064211560% IN75 Campbellsburg Town, Indiana 0.0081868456% IN76 Cannelburg Town, Indiana 0.0002258440% IN77 Cannelton City, Indiana 0.0018324162% IN78 Carbon Town, Indiana 0.0026844641% IN79 Carlisle Town, Indiana 0.0017656896% IN80 Carmel City, Indiana 0.3675970651% IN81 Carroll County, Indiana 0.1654512727% IN82 Carthage Town, Indiana 0.0013140015% IN83 Cass County, Indiana 0.3416917299% IN84 Cayuga Town, Indiana 0.0078480795% IN85 Cedar Grove Town, Indiana 0.0004054927% IN86 Cedar Lake Town, Indiana 0.0511639351% IN87 Center Point Town, Indiana 0.0016373692% IN88 Centerville Town, Indiana 0.0350725491% IN89 Chalmers Town, Indiana 0.0006826649% IN90 Chandler Town, Indiana 0.0347491815% IN91 Charlestown City, Indiana 0.0146028687% IN92 Chesterfield Town, Indiana 0.0379007320% IN93 Chesterton Town, Indiana 0.2159838712% IN94 Chrisney Town, Indiana 0.0032336757% IN95 Churubusco Town, Indiana 0.0000564610% IN96 Cicero Town, Indiana 0.0173283953% IN97 Clark County, Indiana 1.9374593486% IN98 Clarks Hill Town, Indiana 0.0040600594% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-58 State ID Qualifying Subdivision Consolidated State Allocation IN99 Clarksville Town, Indiana 0.1071681182% IN100 Clay City Town, Indiana 0.0057692880% IN101 Clay County, Indiana 0.2948752921% IN102 Claypool Town, Indiana 0.0024688858% IN103 Clayton Town, Indiana 0.0006980633% IN104 Clear Lake Town, Indiana 0.0019761351% IN105 Clifford Town, Indiana 0.0002309768% IN106 Clinton City, Indiana 0.0336558912% IN107 Clinton County, Indiana 0.2740206503% IN108 Cloverdale Town, Indiana 0.0050198966% IN109 Coatesville Town, Indiana 0.0007493915% IN110 Colfax Town, Indiana 0.0046144039% IN111 Columbia City, Indiana 0.0886335104% IN112 Columbus City, Indiana 0.0764225351% IN113 Connersville City, Indiana 0.4635807717% IN114 Converse Town, Indiana 0.0045733413% IN115 Corunna Town, Indiana 0.0016373692% IN116 Corydon Town, Indiana 0.0069806332% IN117 Country Club Heights Town, Indiana 0.0012216109% IN118 Covington City, Indiana 0.0257102881% IN119 Crandall Town, Indiana 0.0000153984% IN120 Crane Town, Indiana 0.0015655096% IN121 Crawford County, Indiana 0.1338844387% IN122 Crawfordsville City, Indiana 0.2738204705% IN123 Cromwell Town, Indiana 0.0034543868% IN124 Crothersville Town, Indiana 0.0018221506% IN125 Crown Point City, Indiana 0.1246094356% IN126 Culver Town, Indiana 0.0289798935% IN127 Cynthiana Town, Indiana 0.0032747382% IN128 Dale Town, Indiana 0.0059746008% IN129 Daleville Town, Indiana 0.0199769297% IN130 Dana Town, Indiana 0.0050506934% IN131 Danville Town, Indiana 0.0039471375% IN132 Darlington Town, Indiana 0.0074785166% IN133 Darmstadt Town, Indiana 0.0109483020% IN134 Daviess County, Indiana 0.3758711686% IN135 Dayton Town, Indiana 0.0114718495% IN136 De Kalb County, Indiana 0.2748008388% IN137 De Motte Town, Indiana 0.0070935552% IN138 Dearborn County, Indiana 0.9586719164% IN139 Decatur City, Indiana 0.0090902216% IN140 Decatur County, Indiana 0.3533124311% IN141 Decker Town, Indiana 0.0001231876% IN142 Delaware County, Indiana 1.2034816964% IN143 Delphi City, Indiana 0.0177236224% IN144 Denver Town, Indiana 0.0006005398% IN145 Dillsboro Town, Indiana 0.0060002648% IN146 Dublin Town, Indiana 0.0051584826% IN147 Dubois County, Indiana 0.2754013785% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-59 State ID Qualifying Subdivision Consolidated State Allocation IN148 Dugger Town, Indiana 0.0023405652% IN149 Dune Acres Town, Indiana 0.0046913961% IN150 Dunkirk City, Indiana 0.0079866657% IN151 Dunreith Town, Indiana 0.0003387661% IN152 Dupont Town, Indiana 0.0039779344% IN153 Dyer Town, Indiana 0.0533145861% IN154 Earl Park Town, Indiana 0.0009187746% IN155 East Chicago City, Indiana 0.4620665902% IN156 East Germantown, Indiana 0.0015860410% IN157 Eaton Town, Indiana 0.0166405977% IN158 Economy Town, Indiana 0.0007647900% IN159 Edgewood Town, Indiana 0.0243654896% IN160 Edinburgh Town, Indiana 0.0198948047% IN161 Edwardsport Town, Indiana 0.0001488518% IN162 Elberfeld Town, Indiana 0.0031566834% IN163 Elizabeth Town, Indiana 0.0000153984% IN164 Elizabethtown, Indiana 0.0005132819% IN165 Elkhart City, Indiana 0.5425389192% IN166 Elkhart County, Indiana 1.1592881288% IN167 Ellettsville Town, Indiana 0.0677737359% IN168 Elnora Town, Indiana 0.0013550641% IN169 Elwood City, Indiana 0.2112616781% IN170 English Town, Indiana 0.0003746957% IN171 Etna Green Town, Indiana 0.0033722618% IN172 Evansville City, Indiana 1.9319723656% IN173 Fairland Town, Indiana 0.0005132819% IN174 Fairmount Town, Indiana 0.0104401529% IN175 Fairview Park Town, Indiana 0.0093365970% IN176 Farmersburg Town, Indiana 0.0039728015% IN177 Farmland Town, Indiana 0.0182061073% IN178 Fayette County, Indiana 0.3010552056% IN179 Ferdinand Town, Indiana 0.0189401004% IN180 Fillmore Town, Indiana 0.0010419622% IN181 Fishers City, Indiana 0.1521726711% IN182 Flora Town, Indiana 0.0175953020% IN183 Floyd County, Indiana 1.5759754704% IN184 Fort Branch Town, Indiana 0.0073245321% IN185 Fort Wayne City, Indiana 2.7337956132% IN186 Fortville Town, Indiana 0.0152701352% IN187 Fountain City Town, Indiana 0.0045990054% IN188 Fountain County, Indiana 0.1633673484% IN189 Fowler Town, Indiana 0.0093879251% IN190 Fowlerton Town, Indiana 0.0022687058% IN191 Francesville Town, Indiana 0.0011497513% IN192 Francisco Town, Indiana 0.0027665892% IN193 Frankfort City, Indiana 0.1520186866% IN194 Franklin City, Indiana 0.1073990950% IN195 Franklin County, Indiana 0.2948393623% IN196 Frankton Town, Indiana 0.0115539745% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-60 State ID Qualifying Subdivision Consolidated State Allocation IN197 Fremont Town, Indiana 0.0201411800% IN198 French Lick Town, Indiana 0.0211626108% IN199 Fulton County, Indiana 0.2359761994% IN200 Fulton Town, Indiana 0.0002925707% IN201 Galveston Town, Indiana 0.0012729389% IN202 Garrett City, Indiana 0.0387219830% IN203 Gary City, Indiana 0.7294710375% IN204 Gas City, Indiana 0.0544694703% IN205 Gaston Town, Indiana 0.0083202988% IN206 Geneva Town, Indiana 0.0008366494% IN207 Gentryville Town, Indiana 0.0017964865% IN208 Georgetown, Indiana 0.0044860834% IN209 Gibson County, Indiana 0.2588326403% IN210 Glenwood Town, Indiana 0.0027101282% IN211 Goodland Town, Indiana 0.0046349351% IN212 Goshen City, Indiana 0.2386196009% IN213 Gosport Town, Indiana 0.0097728865% IN214 Grabill Town, Indiana 0.0057538896% IN215 Grandview Town, Indiana 0.0048402479% IN216 Grant County, Indiana 0.7449310869% IN217 Greencastle City, Indiana 0.0286257290% IN218 Greendale City, Indiana 0.0136532973% IN219 Greene County, Indiana 0.4322295161% IN220 Greenfield City, Indiana 0.0612242595% IN221 Greens Fork Town, Indiana 0.0017502912% IN222 Greensboro Town, Indiana 0.0002720394% IN223 Greensburg City, Indiana 0.0195355074% IN224 Greentown, Indiana 0.0017451583% IN225 Greenville Town, Indiana 0.0009290402% IN226 Greenwood City, Indiana 0.1803621105% IN227 Griffin Town, Indiana 0.0010111652% IN228 Griffith Town, Indiana 0.0696112849% IN229 Hagerstown, Indiana 0.0234415822% IN230 Hamilton County, Indiana 2.0210986266% IN231 Hamilton Town, Indiana 0.0034338556% IN232 Hamlet Town, Indiana 0.0188220456% IN233 Hammond City, Indiana 1.0769423211% IN234 Hancock County, Indiana 0.9010560283% IN235 Hanover Town, Indiana 0.0079661343% IN236 Hardinsburg Town, Indiana 0.0034646525% IN237 Harmony Town, Indiana 0.0043526301% IN238 Harrison County, Indiana 0.5610273316% IN239 Hartford City, Indiana 0.1032979731% IN240 Hartsville Town, Indiana 0.0003849613% IN241 Haubstadt Town, Indiana 0.0066777969% IN242 Hazleton Town, Indiana 0.0014936502% IN243 Hebron Town, Indiana 0.0721982255% IN244 Hendricks County, Indiana 1.5699649399% IN245 Henry County, Indiana 1.1652319327% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-61 State ID Qualifying Subdivision Consolidated State Allocation IN246 Highland Town, Indiana 0.0864931251% IN247 Hillsboro Town, Indiana 0.0040497938% IN248 Hobart City, Indiana 0.1594510078% IN249 Holland Town, Indiana 0.0044450209% IN250 Holton Town, Indiana 0.0060053977% IN251 Hope Town, Indiana 0.0036802309% IN252 Howard County, Indiana 1.8694341045% IN253 Hudson Town, Indiana 0.0029667691% IN254 Huntertown, Indiana 0.0415193691% IN255 Huntingburg City, Indiana 0.0455794286% IN256 Huntington City, Indiana 0.2486953237% IN257 Huntington County, Indiana 0.2605726658% IN258 Hymera Town, Indiana 0.0020171977% IN259 Indian Village Town, Indiana 0.0006005398% IN260 Indianapolis City, Indiana 15.8412741280% IN261 Ingalls Town, Indiana 0.0015193143% IN262 Jackson County, Indiana 0.0038496139% IN263 Jamestown, Indiana 0.0010470950% IN264 Jasonville City, Indiana 0.0039625359% IN265 Jasper City, Indiana 0.0892032533% IN266 Jasper County, Indiana 0.4269273145% IN267 Jay County, Indiana 0.3117314681% IN268 Jefferson County, Indiana 0.3577625848% IN269 Jeffersonville City, Indiana 0.1772618882% IN270 Jennings County, Indiana 0.4174880612% IN271 Johnson County, Indiana 1.7412316960% IN272 Jonesboro City, Indiana 0.0065494764% IN273 Jonesville Town, Indiana 0.0001847815% IN274 Kempton Town, Indiana 0.0027460579% IN275 Kendallville City, Indiana 0.0955320186% IN276 Kennard Town, Indiana 0.0009033760% IN277 Kentland Town, Indiana 0.0053791939% IN278 Kewanna Town, Indiana 0.0005389459% IN279 Kingman Town, Indiana 0.0037931529% IN280 Kingsbury Town, Indiana 0.0012934703% IN281 Kingsford Heights Town, Indiana 0.0045938726% IN282 Kirklin Town, Indiana 0.0053278657% IN283 Knightstown, Indiana 0.0036853637% IN284 Knightsville Town, Indiana 0.0053022015% IN285 Knox City, Indiana 0.0998538518% IN286 Knox County, Indiana 0.5298351934% IN287 Kokomo City, Indiana 0.2824384727% IN288 Kosciusko County, Indiana 0.4935974945% IN289 Kouts Town, Indiana 0.0383472873% IN290 La Crosse Town, Indiana 0.0028281830% IN291 La Fontaine Town, Indiana 0.0017554240% IN292 La Paz Town, Indiana 0.0034184572% IN293 La Porte City, Indiana 0.1637779738% IN294 La Porte County, Indiana 0.7760821626% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-62 State ID Qualifying Subdivision Consolidated State Allocation IN295 Laconia Town, Indiana 0.0000051328% IN296 Ladoga Town, Indiana 0.0108148486% IN297 Lafayette City, Indiana 1.0121661511% IN298 Lagrange County, Indiana 0.2088287221% IN299 Lagrange Town, Indiana 0.0232978633% IN300 Lagro Town, Indiana 0.0008263838% IN301 Lake County, Indiana 1.8342742976% IN302 Lake Station City, Indiana 0.0738458603% IN303 Lakeville Town, Indiana 0.0035467776% IN304 Lanesville Town, Indiana 0.0000513282% IN305 Lapel Town, Indiana 0.0216553614% IN306 Larwill Town, Indiana 0.0024996826% IN307 Laurel Town, Indiana 0.0013294000% IN308 Lawrence City, Indiana 0.1413526897% IN309 Lawrence County, Indiana 0.4144442999% IN310 Lawrenceburg City, Indiana 0.0397690780% IN311 Leavenworth Town, Indiana 0.0001385861% IN312 Lebanon City, Indiana 0.0221070494% IN313 Leesburg Town, Indiana 0.0032234100% IN314 Leo-Cedarville Town, Indiana 0.0196022340% IN315 Lewisville Town, Indiana 0.0006980633% IN316 Liberty Town, Indiana 0.0173386611% IN317 Ligonier City, Indiana 0.0406981182% IN318 Linden Town, Indiana 0.0066880626% IN319 Linton City, Indiana 0.0214500487% IN320 Little York Town, Indiana 0.0026793313% IN321 Livonia Town, Indiana 0.0017964865% IN322 Lizton Town, Indiana 0.0006826649% IN323 Logansport City, Indiana 0.0184062873% IN324 Long Beach Town, Indiana 0.0039112077% IN325 Loogootee City, Indiana 0.0178519428% IN326 Losantville Town, Indiana 0.0065186795% IN327 Lowell Town, Indiana 0.0413499862% IN328 Lynn Town, Indiana 0.0149621660% IN329 Lynnville Town, Indiana 0.0045374116% IN330 Lyons Town, Indiana 0.0016425020% IN331 Mackey Town, Indiana 0.0006159382% IN332 Macy Town, Indiana 0.0002617737% IN333 Madison City, Indiana 0.1309484665% IN334 Madison County, Indiana 1.3791575436% IN335 Marengo Town, Indiana 0.0004824849% IN336 Marion City, Indiana 0.7935953395% IN337 Markle Town, Indiana 0.0068882425% IN338 Markleville Town, Indiana 0.0080533923% IN339 Marshall County, Indiana 0.2679587917% IN340 Marshall Town, Indiana 0.0025407452% IN341 Martin County, Indiana 0.0865085236% IN342 Martinsville City, Indiana 0.0793944371% IN343 Matthews Town, Indiana 0.0050814904% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-63 State ID Qualifying Subdivision Consolidated State Allocation IN344 Mauckport Town, Indiana 0.0000051328% IN345 McCordsville Town, Indiana 0.0170820201% IN346 Mecca Town, Indiana 0.0025458780% IN347 Medaryville Town, Indiana 0.0008109854% IN348 Medora Town, Indiana 0.0008007197% IN349 Mellott Town, Indiana 0.0014731189% IN350 Mentone Town, Indiana 0.0056307019% IN351 Merom Town, Indiana 0.0005902741% IN352 Merrillville Town, Indiana 0.1076865329% IN353 Miami County, Indiana 0.2157015661% IN354 Michiana Shores Town, Indiana 0.0016065722% IN355 Michigan City, Indiana 0.5192256575% IN356 Michigantown, Indiana 0.0030591599% IN357 Middlebury Town, Indiana 0.0186321313% IN358 Middletown, Indiana 0.0039060749% IN359 Milan Town, Indiana 0.0291441437% IN360 Milford Town, Indiana 0.0156550965% IN361 Millersburg Town, Indiana 0.0043936927% IN362 Millhousen Town, Indiana 0.0001693830% IN363 Milltown, Indiana 0.0004773521% IN364 Milton Town, Indiana 0.0000564610% IN365 Mishawaka City, Indiana 0.5537489949% IN366 Mitchell City, Indiana 0.0424689405% IN367 Modoc Town, Indiana 0.0044450209% IN368 Monon Town, Indiana 0.0132888672% IN369 Monroe City Town, Indiana 0.0002669066% IN370 Monroe County, Indiana 1.1603403566% IN371 Monroe Town, Indiana 0.0007596572% IN372 Monroeville Town, Indiana 0.0067496564% IN373 Monrovia Town, Indiana 0.0058924756% IN374 Monterey Town, Indiana 0.0002874379% IN375 Montezuma Town, Indiana 0.0078942749% IN376 Montgomery County, Indiana 0.3881026751% IN377 Montgomery Town, Indiana 0.0003028363% IN378 Monticello City, Indiana 0.0859439136% IN379 Montpelier City, Indiana 0.0238008796% IN380 Mooreland Town, Indiana 0.0007083290% IN381 Moores Hill Town, Indiana 0.0009803684% IN382 Mooresville Town, Indiana 0.0679482517% IN383 Morgan County, Indiana 1.1891098045% IN384 Morgantown, Indiana 0.0033260664% IN385 Morocco Town, Indiana 0.0043320988% IN386 Morristown, Indiana 0.0014217907% IN387 Mount Auburn Town, Indiana 0.0004568209% IN388 Mount Ayr Town, Indiana 0.0004619537% IN389 Mount Carmel Town, Indiana 0.0002207112% IN390 Mount Etna Town, Indiana 0.0009495714% IN391 Mount Summit Town, Indiana 0.0006723992% IN392 Mount Vernon City, Indiana 0.0527961715% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-64 State ID Qualifying Subdivision Consolidated State Allocation IN393 Mulberry Town, Indiana 0.0102040432% IN394 Muncie City, Indiana 1.1425859373% IN395 Munster Town, Indiana 0.1401670086% IN396 Napoleon Town, Indiana 0.0029205737% IN397 Nappanee City, Indiana 0.0750880024% IN398 Nashville Town, Indiana 0.0122931004% IN399 New Albany City, Indiana 0.1005416495% IN400 New Amsterdam Town, Indiana 0.0000000000% IN401 New Carlisle Town, Indiana 0.0260028587% IN402 New Castle City, Indiana 0.0525395305% IN403 New Chicago Town, Indiana 0.0302374340% IN404 New Harmony Town, Indiana 0.0046400679% IN405 New Haven City, Indiana 0.1210164627% IN406 New Market Town, Indiana 0.0055845065% IN407 New Middletown, Indiana 0.0000102656% IN408 New Palestine Town, Indiana 0.0039266062% IN409 New Pekin Town, Indiana 0.0236982232% IN410 New Point Town, Indiana 0.0004311567% IN411 New Richmond Town, Indiana 0.0029462379% IN412 New Ross Town, Indiana 0.0030540271% IN413 New Whiteland Town, Indiana 0.0149724317% IN414 Newberry Town, Indiana 0.0004311567% IN415 Newburgh Town, Indiana 0.0335942973% IN416 Newport Town, Indiana 0.0042551066% IN417 Newton County, Indiana 0.1317286549% IN418 Newtown, Indiana 0.0019350726% IN419 Noble County, Indiana 0.3308358187% IN420 Noblesville City, Indiana 0.1813116820% IN421 North Judson Town, Indiana 0.0550648773% IN422 North Liberty Town, Indiana 0.0258386085% IN423 North Manchester Town, Indiana 0.0190889521% IN424 North Salem Town, Indiana 0.0007288602% IN425 North Vernon City, Indiana 0.1513565530% IN426 North Webster Town, Indiana 0.0116053027% IN427 Oakland City, Indiana 0.0117541544% IN428 Oaktown, Indiana 0.0003028363% IN429 Odon Town, Indiana 0.0001129220% IN430 Ogden Dunes Town, Indiana 0.0007545244% IN431 Ohio County, Indiana 0.0605056649% IN432 Oldenburg Town, Indiana 0.0017554240% IN433 Onward Town, Indiana 0.0000205312% IN434 Oolitic Town, Indiana 0.0059284054% IN435 Orange County, Indiana 0.1597076487% IN436 Orestes Town, Indiana 0.0064108903% IN437 Orland Town, Indiana 0.0025253468% IN438 Orleans Town, Indiana 0.0250840842% IN439 Osceola Town, Indiana 0.0333581877% IN440 Osgood Town, Indiana 0.0249557637% IN441 Ossian Town, Indiana 0.0269113676% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-65 State ID Qualifying Subdivision Consolidated State Allocation IN442 Otterbein Town, Indiana 0.0047632556% IN443 Owen County, Indiana 0.2265061492% IN444 Owensville Town, Indiana 0.0056358347% IN445 Oxford Town, Indiana 0.0039163405% IN446 Palmyra Town, Indiana 0.0000821251% IN447 Paoli Town, Indiana 0.0428385035% IN448 Paragon Town, Indiana 0.0022225104% IN449 Parke County, Indiana 0.1418095105% IN450 Parker City Town, Indiana 0.0194277182% IN451 Patoka Town, Indiana 0.0042602394% IN452 Patriot Town, Indiana 0.0022738386% IN453 Pendleton Town, Indiana 0.0746106503% IN454 Pennville Town, Indiana 0.0010008996% IN455 Perry County, Indiana 0.2167486611% IN456 Perrysville Town, Indiana 0.0037931529% IN457 Peru City, Indiana 0.1825897537% IN458 Petersburg City, Indiana 0.0103580278% IN459 Pierceton Town, Indiana 0.0102861684% IN460 Pike County, Indiana 0.1238189815% IN461 Pine Village Town, Indiana 0.0008879776% IN462 Pittsboro Town, Indiana 0.0022841043% IN463 Plainfield Town, Indiana 0.1020968934% IN464 Plainville Town, Indiana 0.0007185946% IN465 Plymouth City, Indiana 0.1356039329% IN466 Poneto Town, Indiana 0.0011086888% IN467 Portage City, Indiana 0.4894039818% IN468 Porter County, Indiana 0.1634597391% IN469 Porter Town, Indiana 1.1075647165% IN470 Portland City, Indiana 0.0123290301% IN471 Posey County, Indiana 0.1942566503% IN472 Poseyville Town, Indiana 0.0044655521% IN473 Pottawattamie Park Town, Indiana 0.0012318765% IN474 Princes Lakes Town, Indiana 0.0039060749% IN475 Princeton City, Indiana 0.0452971236% IN476 Pulaski County, Indiana 0.1885386905% IN477 Putnam County, Indiana 0.4475715107% IN478 Randolph County, Indiana 0.1948315260% IN479 Redkey Town, Indiana 0.0011600170% IN480 Remington Town, Indiana 0.0024226904% IN481 Rensselaer City, Indiana 0.0101270510% IN482 Reynolds Town, Indiana 0.0007083290% IN483 Richland Town, Indiana 0.0026895969% IN484 Richmond City, Indiana 0.6900304598% IN485 Ridgeville Town, Indiana 0.0178930054% IN486 Riley Town, Indiana 0.0014628533% IN487 Ripley County, Indiana 0.2963689423% IN488 Rising Sun City, Indiana 0.0356063622% IN489 River Forest Town, Indiana 0.0003438989% IN490 Roachdale Town, Indiana 0.0017759552% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-66 State ID Qualifying Subdivision Consolidated State Allocation IN491 Roann Town, Indiana 0.0009598370% IN492 Roanoke Town, Indiana 0.0123392957% IN493 Rochester City, Indiana 0.0090645575% IN494 Rockport City, Indiana 0.0104760827% IN495 Rockville Town, Indiana 0.0245143414% IN496 Rome City Town, Indiana 0.0125086788% IN497 Rosedale Town, Indiana 0.0056101707% IN498 Roseland Town, Indiana 0.0028281830% IN499 Rossville Town, Indiana 0.0134069220% IN500 Royal Center Town, Indiana 0.0001796486% IN501 Rush County, Indiana 0.2194844534% IN502 Rushville City, Indiana 0.0154035884% IN503 Russellville Town, Indiana 0.0006929305% IN504 Russiaville Town, Indiana 0.0008058526% IN505 Salamonia Town, Indiana 0.0002258440% IN506 Salem City, Indiana 0.0949212131% IN507 Saltillo Town, Indiana 0.0012832047% IN508 Sandborn Town, Indiana 0.0002053127% IN509 Santa Claus Town, Indiana 0.0075247120% IN510 Saratoga Town, Indiana 0.0045014819% IN511 Schererville Town, Indiana 0.1304762472% IN512 Schneider Town, Indiana 0.0009341730% IN513 Scott County, Indiana 1.2219803744% IN514 Scottsburg City, Indiana 0.0624971985% IN515 Seelyville Town, Indiana 0.0082946348% IN516 Sellersburg Town, Indiana 0.0135711722% IN517 Selma Town, Indiana 0.0080893220% IN518 Seymour City, Indiana 0.0450507483% IN519 Shadeland Town, Indiana 0.0129347027% IN520 Shamrock Lakes Town, Indiana 0.0030899567% IN521 Sharpsville Town, Indiana 0.0050814904% IN522 Shelburn Town, Indiana 0.0044398880% IN523 Shelby County, Indiana 0.0450507483% IN524 Shelbyville City, Indiana 0.5456956026% IN525 Sheridan Town, Indiana 0.0121647799% IN526 Shipshewana Town, Indiana 0.0047170603% IN527 Shirley Town, Indiana 0.0011805483% IN528 Shoals Town, Indiana 0.0066983282% IN529 Sidney Town, Indiana 0.0004773521% IN530 Silver Lake Town, Indiana 0.0053124672% IN531 Somerville Town, Indiana 0.0016938302% IN532 South Bend City, Indiana 1.3581283861% IN533 South Whitley Town, Indiana 0.0000564610% IN534 Southport City, Indiana 0.0003490317% IN535 Speedway Town, Indiana 0.0716336155% IN536 Spencer County, Indiana 0.1562994572% IN537 Spencer Town, Indiana 0.0335275707% IN538 Spiceland Town, Indiana 0.0016835644% IN539 Spring Grove Town, Indiana 0.0014166579% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-67 State ID Qualifying Subdivision Consolidated State Allocation IN540 Spring Lake Town, Indiana 0.0003079691% IN541 Springport Town, Indiana 0.0002771722% IN542 Spurgeon Town, Indiana 0.0006826649% IN543 St Joseph County, Indiana 1.3359443444% IN544 St. Joe Town, Indiana 0.0029821675% IN545 St. John Town, Indiana 0.0653818425% IN546 St. Leon Town, Indiana 0.0011189545% IN547 St. Paul Town, Indiana 0.0016219706% IN548 Starke County, Indiana 0.5754248876% IN549 State Line City Town, Indiana 0.0005800085% IN550 Staunton Town, Indiana 0.0035416448% IN551 Steuben County, Indiana 0.2288877770% IN552 Stilesville Town, Indiana 0.0004516881% IN553 Stinesville Town, Indiana 0.0014320564% IN554 Straughn Town, Indiana 0.0004260239% IN555 Sullivan City, Indiana 0.0150596896% IN556 Sullivan County, Indiana 0.4996696188% IN557 Sulphur Springs Town, Indiana 0.0007493915% IN558 Summitville Town, Indiana 0.0154087212% IN559 Sunman Town, Indiana 0.0161324486% IN560 Swayzee Town, Indiana 0.0084948146% IN561 Sweetser Town, Indiana 0.0043782942% IN562 Switz City Town, Indiana 0.0006570008% IN563 Switzerland County, Indiana 0.1390275229% IN564 Syracuse Town, Indiana 0.0288310417% IN565 Tell City, Indiana 0.0071346177% IN566 Tennyson Town, Indiana 0.0014371892% IN567 Terre Haute City, Indiana 1.0171911805% IN568 Thorntown, Indiana 0.0019966664% IN569 Tippecanoe County, Indiana 0.9835763519% IN570 Tipton City, Indiana 0.0756782765% IN571 Tipton County, Indiana 0.1461108124% IN572 Topeka Town, Indiana 0.0102502386% IN573 Town of Pines Town, Indiana 0.0177492865% IN574 Trafalgar Town, Indiana 0.0034749182% IN575 Trail Creek Town, Indiana 0.0070062973% IN576 Troy Town, Indiana 0.0003695629% IN577 Ulen Town, Indiana 0.0001385861% IN578 Union City, Indiana 0.0467240471% IN579 Union County, Indiana 0.0788606240% IN580 Uniondale Town, Indiana 0.0020531275% IN581 Universal Town, Indiana 0.0029821675% IN582 Upland Town, Indiana 0.0132683359% IN583 Utica Town, Indiana 0.0015552440% IN584 Valparaiso City, Indiana 0.4508205848% IN585 Van Buren Town, Indiana 0.0074579854% IN586 Vanderburgh County, Indiana 1.8728576945% IN587 Veedersburg Town, Indiana 0.0174464502% IN588 Vera Cruz Town, Indiana 0.0005286803% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-68 State ID Qualifying Subdivision Consolidated State Allocation IN589 Vermillion County, Indiana 0.1479124317% IN590 Vernon Town, Indiana 0.0044552865% IN591 Versailles Town, Indiana 0.0325728665% IN592 Vevay Town, Indiana 0.0222610340% IN593 Vigo County, Indiana 0.7948734113% IN594 Vincennes City, Indiana 0.0141973761% IN595 Wabash City, Indiana 0.0616502834% IN596 Wabash County, Indiana 0.5253953053% IN597 Wakarusa Town, Indiana 0.0133555938% IN598 Walkerton Town, Indiana 0.0293391908% IN599 Wallace Town, Indiana 0.0007442587% IN600 Walton Town, Indiana 0.0010214309% IN601 Wanatah Town, Indiana 0.0034287228% IN602 Warren County, Indiana 0.0576774819% IN603 Warren Town, Indiana 0.0076581652% IN604 Warrick County, Indiana 0.3991125709% IN605 Warsaw City, Indiana 0.2580575847% IN606 Washington City, Indiana 0.0149570332% IN607 Washington County, Indiana 0.3404136581% IN608 Waterloo Town, Indiana 0.0127961166% IN609 Waveland Town, Indiana 0.0037212935% IN610 Wayne County, Indiana 0.7657292676% IN611 Waynetown, Indiana 0.0084126896% IN612 Wells County, Indiana 0.2019712766% IN613 West Baden Springs Town, Indiana 0.0054818501% IN614 West College Corner Town, Indiana 0.0065340780% IN615 West Harrison Town, Indiana 0.0004773521% IN616 West Lafayette City, Indiana 0.2612091353% IN617 West Lebanon Town, Indiana 0.0029770347% IN618 West Terre Haute Town, Indiana 0.0180161931% IN619 Westfield City, Indiana 0.1106789661% IN620 Westport Town, Indiana 0.0022019791% IN621 Westville Town, Indiana 0.0405133367% IN622 Wheatfield Town, Indiana 0.0014063923% IN623 Wheatland Town, Indiana 0.0002361097% IN624 White County, Indiana 0.2045582171% IN625 Whiteland Town, Indiana 0.0126883274% IN626 Whitestown, Indiana 0.0075555088% IN627 Whitewater Town, Indiana 0.0002977035% IN628 Whiting City, Indiana 0.0746876425% IN629 Whitley County, Indiana 0.3073685724% IN630 Wilkinson Town, Indiana 0.0006364695% IN631 Williamsport Town, Indiana 0.0094546518% IN632 Winamac Town, Indiana 0.0021557837% IN633 Winchester City, Indiana 0.0714950294% IN634 Windfall City Town, Indiana 0.0058873428% IN635 Winfield Town, Indiana 0.0246529274% IN636 Wingate Town, Indiana 0.0023251668% IN637 Winona Lake Town, Indiana 0.0963943321% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-69 State ID Qualifying Subdivision Consolidated State Allocation IN638 Winslow Town, Indiana 0.0028487143% IN639 Wolcott Town, Indiana 0.0013396657% IN640 Wolcottville Town, Indiana 0.0086487992% IN641 Woodburn City, Indiana 0.0082125097% IN642 Woodlawn Heights Town, Indiana 0.0012216109% IN643 Worthington Town, Indiana 0.0026126046% IN644 Yeoman Town, Indiana 0.0014577205% IN645 Yorktown, Indiana 0.0901887545% IN646 Zanesville Town, Indiana 0.0025920734% IN647 Zionsville Town, Indiana 0.0375824973% IN648 Cumberland Town, Indiana 0.0148235799% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-70 State ID Qualifying Subdivision Consolidated State Allocation IA1 Adair County, Iowa 0.2556895492% IA2 Adams County, Iowa 0.1116738610% IA3 Allamakee County, Iowa 0.4458620571% IA7 Appanoose County, Iowa 0.5319573473% IA8 Audubon County, Iowa 0.1208090649% IA9 Benton County, Iowa 0.5190077951% IA11 Black Hawk County, Iowa 3.3423948145% IA13 Boone County, Iowa 0.8229376316% IA14 Bremer County, Iowa 0.7313291658% IA15 Buchanan County, Iowa 0.3770114677% IA16 Buena Vista County, Iowa 0.3269761930% IA18 Butler County, Iowa 0.2707546223% IA19 Calhoun County, Iowa 0.1889544807% IA20 Carroll County, Iowa 0.6033080977% IA21 Cass County, Iowa 0.3356626501% IA22 Cedar County, Iowa 0.3655363695% IA25 Cerro Gordo County, Iowa 1.6302973365% IA26 Cherokee County, Iowa 0.2378358349% IA27 Chickasaw County, Iowa 0.2431246372% IA28 Clarke County, Iowa 0.3046029568% IA29 Clay County, Iowa 0.2957241797% IA30 Clayton County, Iowa 0.4574012621% IA32 Clinton County, Iowa 1.4586196098% IA36 Crawford County, Iowa 0.3305341145% IA37 Dallas County, Iowa 1.4775951912% IA39 Davis County, Iowa 0.1538560657% IA40 Decatur County, Iowa 0.2531573348% IA41 Delaware County, Iowa 0.3021348491% IA43 Des Moines County, Iowa 1.5679856298% IA44 Dickinson County, Iowa 0.3322329419% IA46 Dubuque County, Iowa 2.7454332795% IA47 Emmet County, Iowa 0.1753318082% IA49 Fayette County, Iowa 0.5284635324% IA50 Floyd County, Iowa 0.3285468070% IA53 Franklin County, Iowa 0.2107187034% IA54 Fremont County, Iowa 0.2047888342% IA55 Greene County, Iowa 0.3578435662% IA57 Grundy County, Iowa 0.3230977380% IA58 Guthrie County, Iowa 0.2308482053% IA59 Hamilton County, Iowa 0.3501828163% IA60 Hancock County, Iowa 0.1901084012% IA61 Hardin County, Iowa 0.4491314985% IA62 Harrison County, Iowa 0.6178282639% IA63 Henry County, Iowa 0.4451248302% IA64 Howard County, Iowa 0.1714212999% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-71 State ID Qualifying Subdivision Consolidated State Allocation IA65 Humboldt County, Iowa 0.1929611491% IA66 Ida County, Iowa 0.1680556985% IA69 Iowa County, Iowa 0.2658504602% IA70 Jackson County, Iowa 0.5490417812% IA71 Jasper County, Iowa 1.6780568235% IA72 Jefferson County, Iowa 0.5728253647% IA73 Johnson County, Iowa 3.8223936863% IA75 Jones County, Iowa 0.3884865660% IA77 Keokuk County, Iowa 0.1980255779% IA78 Kossuth County, Iowa 0.3482275621% IA80 Lee County, Iowa 1.4586837165% IA81 Linn County, Iowa 7.3285811041% IA82 Louisa County, Iowa 0.3358870235% IA83 Lucas County, Iowa 0.3300533143% IA84 Lyon County, Iowa 0.1619335092% IA85 Madison County, Iowa 0.4031349456% IA86 Mahaska County, Iowa 0.7161999860% IA88 Marion County, Iowa 1.1788259436% IA89 Marshall County, Iowa 1.0363488161% IA92 Mills County, Iowa 0.4947113580% IA93 Mitchell County, Iowa 0.1894673343% IA94 Monona County, Iowa 0.4457658971% IA95 Monroe County, Iowa 0.2157510788% IA96 Montgomery County, Iowa 0.5308995868% IA98 Muscatine County, Iowa 1.0607414131% IA102 O Brien County, Iowa 0.2348228203% IA103 Osceola County, Iowa 0.1453939821% IA106 Page County, Iowa 0.5824093155% IA107 Palo Alto County, Iowa 0.1666132978% IA110 Plymouth County, Iowa 0.4452850969% IA111 Pocahontas County, Iowa 0.1165780231% IA112 Polk County, Iowa 22.8108926250% IA113 Pottawattamie County, Iowa 3.6145597841% IA114 Poweshiek County, Iowa 0.4747100695% IA115 Ringgold County, Iowa 0.1195910378% IA116 Sac County, Iowa 0.2200782807% IA117 Scott County, Iowa 8.8614042123% IA118 Shelby County, Iowa 0.2859158555% IA120 Sioux County, Iowa 0.4096738283% IA123 Story County, Iowa 2.1665177789% IA124 Tama County, Iowa 0.3449901740% IA125 Taylor County, Iowa 0.1784409829% IA126 Union County, Iowa 0.4629785445% IA128 Van Buren County, Iowa 0.1525418785% IA129 Wapello County, Iowa 1.0026607483% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-72 State ID Qualifying Subdivision Consolidated State Allocation IA130 Warren County, Iowa 1.3316563022% IA131 Washington County, Iowa 0.5543626368% IA135 Wayne County, Iowa 0.2440541843% IA136 Webster County, Iowa 1.5957758817% IA138 Winnebago County, Iowa 0.2340535400% IA139 Winneshiek County, Iowa 0.3674595703% IA140 Woodbury County, Iowa 2.5662230163% IA141 Worth County, Iowa 0.2345663935% IA142 Wright County, Iowa 0.2810437467% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-73 State ID Qualifying Subdivision Consolidated State Allocation KS1 Allen County, Kansas 0.7541791329% KS2 Anderson County, Kansas 0.2371057884% KS3 Andover City, Kansas 0.3023298328% KS4 Arkansas City, Kansas 0.5244164596% KS5 Atchison City, Kansas 0.2509194126% KS6 Atchison County, Kansas 0.3718857098% KS7 Barber County, Kansas 0.2343333783% KS8 Barton County, Kansas 0.4058838207% KS9 Bourbon County, Kansas 0.5659958596% KS10 Brown County, Kansas 0.5618840411% KS11 Butler County, Kansas 2.1800439960% KS12 Chase County, Kansas 0.0310115071% KS13 Chautauqua County, Kansas 0.1534264050% KS14 Cherokee County, Kansas 1.0387304319% KS15 Cheyenne County, Kansas 0.0521668496% KS16 Clark County, Kansas 0.1317865660% KS17 Clay County, Kansas 0.3853019118% KS18 Cloud County, Kansas 0.2727657622% KS19 Coffey County, Kansas 0.3555052548% KS20 Comanche County, Kansas 0.0703611984% KS21 Cowley County, Kansas 0.1056381847% KS22 Crawford County, Kansas 0.8006058270% KS23 Decatur County, Kansas 0.1024648600% KS24 Derby City, Kansas 0.2862213106% KS25 Dickinson County, Kansas 0.5167117764% KS26 Dodge City, Kansas 0.3763716687% KS27 Doniphan County, Kansas 0.1428529245% KS28 Douglas County, Kansas 0.5037148817% KS29 Edwards County, Kansas 0.0688529961% KS30 El Dorado City, Kansas 0.5267481432% KS31 Elk County, Kansas 0.1699851994% KS32 Elkhart City, Kansas 0.0023710299% KS33 Ellis County, Kansas 0.3947457539% KS34 Ellsworth County, Kansas 0.2694567040% KS35 Emporia City, Kansas 0.1225808979% KS36 Fairmount Township, Leavenworth County, Kansas 0.0084960354% KS37 Finney County, Kansas 0.4284130288% KS38 Ford County, Kansas 0.3536897313% KS39 Franklin County, Kansas 0.9871549429% KS40 Garden City, Kansas 0.3090040586% KS41 Gardner City, Kansas 0.1783885728% KS42 Geary County, Kansas 0.9138741928% KS43 Gove County, Kansas 0.0596145005% KS44 Graham County, Kansas 0.0885576425% KS45 Grant County, Kansas 0.1121093922% KS46 Gray County, Kansas 0.1198536546% KS47 Great Bend City, Kansas 0.2626213674% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-74 State ID Qualifying Subdivision Consolidated State Allocation KS48 Greeley County Unified Government, Kansas 0.0420764688% KS49 Greenwood County, Kansas 0.3634446197% KS50 Hamilton County, Kansas 0.0770093484% KS51 Harper County, Kansas 0.2751873139% KS52 Harvey County, Kansas 0.4874526988% KS53 Haskell County, Kansas 0.0589027724% KS54 Hays City, Kansas 0.2857030552% KS55 Haysville City, Kansas 0.1161439147% KS56 Hodgeman County, Kansas 0.0381949084% KS57 Hutchinson City, Kansas 1.0312608960% KS58 Jackson County, Kansas 0.2794465069% KS59 Jefferson County, Kansas 0.4227008116% KS60 Jewell County, Kansas 0.0576553276% KS61 Johnson County, Kansas 9.6645678744% KS62 Junction City, Kansas 0.1775769654% KS63 Kansas City, Kansas 5.4520371502% KS64 Kearny County, Kansas 0.0660370488% KS65 Kingman County, Kansas 0.2734092742% KS66 Kiowa County, Kansas 0.0632464788% KS67 Labette County, Kansas 1.1704308548% KS68 Lane County, Kansas 0.0275778907% KS69 Lansing City, Kansas 0.7133352086% KS70 Lawrence City, Kansas 3.1638042033% KS71 Leavenworth City, Kansas 0.5951890494% KS72 Leavenworth County, Kansas 2.3340801542% KS73 Leawood City, Kansas 0.5645735676% KS74 Lenexa City, Kansas 0.9811139852% KS75 Liberal City, Kansas 0.0682108809% KS76 Lincoln County, Kansas 0.0485423215% KS77 Linn County, Kansas 0.4207125363% KS78 Logan County, Kansas 0.1082727658% KS79 Lyon County, Kansas 0.6750909426% KS80 Manhattan City, Kansas 0.7992480259% KS81 Manter City, Kansas 0.0001287490% KS82 Marion County, Kansas 0.2585495937% KS83 Marshall County, Kansas 0.2276721904% KS84 McPherson City, Kansas 0.2496279649% KS85 McPherson County, Kansas 0.5097593318% KS86 Meade County, Kansas 0.0768717523% KS87 Merriam City, Kansas 0.2489320686% KS88 Miami County, Kansas 1.2663765466% KS89 Mitchell County, Kansas 0.1352292623% KS90 Montgomery County, Kansas 1.7112175254% KS91 Morris County, Kansas 0.1150743437% KS92 Morton County, Kansas 0.2160617336% KS93 Nemaha County, Kansas 0.2032897421% KS94 Neosho County, Kansas 0.8310848768% KS95 Ness County, Kansas 0.0706191619% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-75 State ID Qualifying Subdivision Consolidated State Allocation KS96 Newton City, Kansas 0.5433840008% KS97 Norton County, Kansas 0.1451450288% KS98 Olathe City, Kansas 1.6762201549% KS99 Osage County, Kansas 0.5950568081% KS100 Osborne County, Kansas 0.1578979290% KS101 Ottawa City, Kansas 0.0294988813% KS102 Ottawa County, Kansas 0.1312957833% KS103 Overland Park City, Kansas 2.3687103690% KS104 Pawnee County, Kansas 0.1939706911% KS105 Phillips County, Kansas 0.1221045499% KS106 Pittsburg City, Kansas 0.7147952173% KS107 Pottawatomie County, Kansas 0.4594243031% KS108 Prairie Village City, Kansas 0.2589451534% KS109 Pratt County, Kansas 0.4619825196% KS110 Rawlins County, Kansas 0.0431218266% KS111 Reno County, Kansas 1.1279702345% KS112 Republic County, Kansas 0.1617978822% KS113 Rice County, Kansas 0.2959259100% KS114 Riley County, Kansas 1.0426785786% KS115 Rooks County, Kansas 0.1523482196% KS116 Rush County, Kansas 0.0753160549% KS117 Russell County, Kansas 0.2146389759% KS118 Salina City, Kansas 1.3339667317% KS119 Saline County, Kansas 0.6611290126% KS120 Scott County, Kansas 0.0944435428% KS121 Sedgwick County, Kansas 13.5321956939% KS122 Seward County, Kansas 0.4105201807% KS123 Shawnee City, Kansas 0.8209928663% KS124 Shawnee County, Kansas 3.0388576303% KS125 Sheridan County, Kansas 0.0529819493% KS126 Sherman County, Kansas 0.2106519484% KS127 Smith County, Kansas 0.1047138927% KS128 Soldier Township, Kansas 0.0214428740% KS129 Stafford County, Kansas 0.0781264146% KS130 Stanton County, Kansas 0.0490733819% KS131 Stevens County, Kansas 0.0751535472% KS132 Sumner County, Kansas 1.0773462773% KS133 Thomas County, Kansas 0.2518295026% KS134 Topeka City, Kansas 2.9773291238% KS135 Trego County, Kansas 0.0832973273% KS136 Ulysses City, Kansas 0.0249593741% KS137 Wabaunsee County, Kansas 0.1542554739% KS138 Wallace County, Kansas 0.0168456276% KS139 Washington County, Kansas 0.1090452597% KS140 Wichita City, Kansas 8.2621190275% KS141 Wichita County, Kansas 0.0516844483% KS142 Wilson County, Kansas 0.5342588881% KS143 Winfield City, Kansas 0.6854926025% KS144 Woodson County, Kansas 0.2011950685% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-76 State ID Qualifying Subdivision Consolidated State Allocation KY1 Adair County, Kentucky 0.2072149972% KY2 Allen County, Kentucky 0.3652932746% KY3 Anderson County, Kentucky 0.3621159370% KY4 Ashland City, Kentucky 0.9834499202% KY5 Ballard County, Kentucky 0.1275818571% KY6 Bardstown City, Kentucky 0.2352870373% KY7 Barren County, Kentucky 0.3822164065% KY8 Bath County, Kentucky 0.2721522696% KY9 Bell County, Kentucky 1.6046449783% KY10 Bellefonte City, Kentucky 0.0232546060% KY11 Benham City, Kentucky 0.0026848062% KY12 Berea City, Kentucky 0.1673960319% KY13 Boone County, Kentucky 2.2416599391% KY14 Bourbon County, Kentucky 0.3912683808% KY15 Bowling Green City, Kentucky 0.6707865957% KY16 Boyd County, Kentucky 1.0191273378% KY17 Boyle County, Kentucky 0.3790292999% KY18 Bracken County, Kentucky 0.1275577166% KY19 Breathitt County, Kentucky 0.5390554414% KY20 Breckinridge County, Kentucky 0.3244963382% KY21 Buckhorn City, Kentucky 0.0016578966% KY22 Bullitt County, Kentucky 0.9402858081% KY23 Butler County, Kentucky 0.2691739265% KY24 Caldwell County, Kentucky 0.2485303902% KY25 Calloway County, Kentucky 0.0270405279% KY26 Campbell County, Kentucky 1.8009538340% KY27 Campbellsville City, Kentucky 0.2769609681% KY28 Carlisle County, Kentucky 0.0604084438% KY29 Carroll County, Kentucky 0.3429114361% KY30 Carter County, Kentucky 0.6015849596% KY31 Casey County, Kentucky 0.2668572392% KY32 Christian County, Kentucky 0.4386166388% KY33 Clark County, Kentucky 0.6110238861% KY34 Clay County, Kentucky 0.7834161044% KY35 Clinton County, Kentucky 0.5184782680% KY36 Columbia City, Kentucky 0.0941274300% KY37 Covington City, Kentucky 1.7146827203% KY38 Crittenden County, Kentucky 0.2010231527% KY39 Cumberland County, Kentucky 0.1857249004% KY40 Danville City, Kentucky 0.2799464970% KY41 Daviess County, Kentucky 1.1263935276% KY42 Edmonson County, Kentucky 0.1884368528% KY43 Elizabethtown City, Kentucky 0.0550593556% KY44 Elliott County, Kentucky 0.1458221479% KY45 Erlanger City, Kentucky 0.3397777298% KY46 Estill County, Kentucky 0.4817186620% KY47 Fleming County, Kentucky 0.2798388981% KY48 Florence City, Kentucky 0.7389020512% KY49 Floyd County, Kentucky 2.2122610651% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-77 State ID Qualifying Subdivision Consolidated State Allocation KY50 Fort Thomas City, Kentucky 0.3651296923% KY51 Frankfort City, Kentucky 0.4254271088% KY52 Franklin County, Kentucky 0.4438483122% KY53 Fulton County, Kentucky 0.1040009320% KY54 Gallatin County, Kentucky 0.2347861459% KY55 Garrard County, Kentucky 0.3127117464% KY56 Georgetown City, Kentucky 0.2129888920% KY57 Glasgow City, Kentucky 0.4100978120% KY58 Grant County, Kentucky 0.8983127984% KY59 Graves County, Kentucky 0.5377248503% KY60 Grayson City, Kentucky 0.1405700912% KY61 Grayson County, Kentucky 0.5506751829% KY62 Green County, Kentucky 0.1363993307% KY63 Greenup City, Kentucky 0.0314549006% KY64 Greenup County, Kentucky 0.6818493215% KY65 Hancock County, Kentucky 0.1001482246% KY66 Hardin County, Kentucky 1.5735944542% KY67 Harlan City, Kentucky 0.0307714057% KY68 Harlan County, Kentucky 0.8841679348% KY69 Harrison County, Kentucky 0.4508521033% KY70 Hart County, Kentucky 0.2333469695% KY71 Henderson City, Kentucky 0.5644511762% KY72 Henderson County, Kentucky 0.3796057595% KY73 Henry County, Kentucky 0.2263086115% KY74 Hickman County, Kentucky 0.0533625713% KY75 Hillview City, Kentucky 0.0559482324% KY76 Hopkins County, Kentucky 0.5493362318% KY77 Hopkinsville City, Kentucky 0.5662686160% KY78 Hyden City, Kentucky 0.0208586871% KY79 Independence City, Kentucky 0.1255237640% KY80 Inez City, Kentucky 0.0105691141% KY81 Jackson County, Kentucky 0.1930879337% KY82 Jamestown City, Kentucky 0.0102921092% KY83 Jefferson County, Kentucky 14.4939132925% KY84 Jeffersontown City, Kentucky 0.1981991396% KY85 Jenkins City, Kentucky 0.0688654541% KY86 Jessamine County, Kentucky 0.6407795601% KY87 Johnson County, Kentucky 0.6400798620% KY88 Kenton County, Kentucky 3.0353062046% KY89 Knott County, Kentucky 0.4760255015% KY90 Knox County, Kentucky 0.8791225282% KY91 Larue County, Kentucky 0.1917133825% KY92 Laurel County, Kentucky 0.9215642107% KY93 Lawrence County, Kentucky 0.5341168353% KY94 Lawrenceburg City, Kentucky 0.0804801232% KY95 Lee County, Kentucky 0.3684164606% KY96 Leslie County, Kentucky 0.5316878055% KY97 Letcher County, Kentucky 0.5820426330% KY98 Lewis County, Kentucky 0.2152456979% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-78 State ID Qualifying Subdivision Consolidated State Allocation KY99 Lexington-Fayette Urban County, Kentucky 6.2597070666% KY100 Lincoln County, Kentucky 0.4844988089% KY101 Livingston County, Kentucky 0.2056037847% KY102 Logan County, Kentucky 0.4041639043% KY103 London City, Kentucky 0.1961505806% KY104 Loyall City, Kentucky 0.0033160280% KY105 Lynch City, Kentucky 0.0027455331% KY106 Lyndon City, Kentucky 0.0748780766% KY107 Lyon County, Kentucky 0.1367346673% KY108 Madison County, Kentucky 1.1073052673% KY109 Madisonville City, Kentucky 0.3927355489% KY110 Magoffin County, Kentucky 0.3084779576% KY111 Manchester City, Kentucky 0.1800397241% KY112 Marion County, Kentucky 0.3140811783% KY113 Marshall County, Kentucky 0.6110803392% KY114 Martin County, Kentucky 0.4586073959% KY115 Mason County, Kentucky 0.3538044741% KY116 McCracken County, Kentucky 0.3377504933% KY117 McCreary County, Kentucky 0.3011869230% KY118 McLean County, Kentucky 0.1433881867% KY119 Meade County, Kentucky 0.3762152436% KY120 Menifee County, Kentucky 0.1152561711% KY121 Mercer County, Kentucky 0.4275256395% KY122 Metcalfe County, Kentucky 0.1167070889% KY123 Monroe County, Kentucky 0.2890192303% KY124 Montgomery County, Kentucky 0.7103789505% KY125 Morehead City, Kentucky 0.1176937487% KY126 Morgan County, Kentucky 0.0505889526% KY127 Morganfield City, Kentucky 0.1082087956% KY128 Mount Washington City, Kentucky 0.0667863672% KY129 Muhlenberg County, Kentucky 0.6182711015% KY130 Murray City, Kentucky 0.5765962314% KY131 Nelson County, Kentucky 0.4816564321% KY132 Newport City, Kentucky 0.7312996326% KY133 Nicholas County, Kentucky 0.1324383199% KY134 Nicholasville City, Kentucky 0.3723153354% KY135 Ohio County, Kentucky 0.4467150643% KY136 Oldham County, Kentucky 0.8061439877% KY137 Owen County, Kentucky 0.2198857418% KY138 Owensboro City, Kentucky 0.5118319344% KY139 Owsley County, Kentucky 0.1294761331% KY140 Paducah City, Kentucky 1.1041080161% KY141 Paintsville City, Kentucky 0.3642660363% KY142 Pendleton County, Kentucky 0.3094900729% KY143 Perry County, Kentucky 1.7685462770% KY144 Pike County, Kentucky 2.8526994649% KY145 Pineville City, Kentucky 0.0736606264% KY146 Pippa Passes City, Kentucky 0.0150639864% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-79 State ID Qualifying Subdivision Consolidated State Allocation KY147 Powell County, Kentucky 0.5788951657% KY148 Prestonsburg City, Kentucky 0.4197933602% KY149 Pulaski County, Kentucky 0.8723902940% KY150 Radcliff City, Kentucky 0.0391427032% KY151 Richmond City, Kentucky 0.5069051167% KY152 Robertson County, Kentucky 0.0346199801% KY153 Rockcastle County, Kentucky 0.5575756021% KY154 Rowan County, Kentucky 0.4245058255% KY155 Russell City, Kentucky 0.1455248537% KY156 Russell County, Kentucky 0.5341152854% KY157 Russell Springs City, Kentucky 0.0155036343% KY158 Scott County, Kentucky 0.6332443967% KY159 Shelby County, Kentucky 0.5093783884% KY160 Shelbyville City, Kentucky 0.1168374662% KY161 Shepherdsville City, Kentucky 0.1717991328% KY162 Shively City, Kentucky 0.1040826057% KY163 Simpson County, Kentucky 0.3109188228% KY164 Somerset City, Kentucky 0.3108498299% KY165 South Shore City, Kentucky 0.0058748246% KY166 Spencer County, Kentucky 0.2447695951% KY167 St. Matthews City, Kentucky 0.1131834246% KY168 Taylor County, Kentucky 0.1908446071% KY169 Todd County, Kentucky 0.1788746408% KY170 Trigg County, Kentucky 0.2047738501% KY171 Trimble County, Kentucky 0.1174427629% KY172 Union County, Kentucky 0.2531192882% KY173 Vanceburg City, Kentucky 0.0340027072% KY174 Warfield City, Kentucky 0.0001148786% KY175 Warren County, Kentucky 0.9893070387% KY176 Washington County, Kentucky 0.1549834119% KY177 Wayne County, Kentucky 0.3477965951% KY178 Webster County, Kentucky 0.2371207742% KY179 West Liberty City, Kentucky 0.1691975502% KY180 Whitesburg City, Kentucky 0.0507126138% KY181 Whitley County, Kentucky 2.0341464266% KY182 Winchester City, Kentucky 0.4646999075% KY183 Wolfe County, Kentucky 0.2600699609% KY184 Woodford County, Kentucky 0.4375495264% KY185 Worthington City, Kentucky 0.0263144349% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-80 State ID Qualifying Subdivision Consolidated State Allocation LA2 Acadia Parish, Louisiana Allocations in Louisiana will be made in accordance with the Louisiana State-Local Government Opioid Litigation Memorandum of Understanding LA4 Allen Parish, Louisiana LA5 Ascension Parish, Louisiana LA6 Assumption Parish, Louisiana LA7 Avoyelles Parish, Louisiana LA12 Beauregard Parish, Louisiana LA14 Bienville Parish, Louisiana LA17 Bossier Parish, Louisiana LA19 Caddo Parish, Louisiana LA20 Calcasieu Parish, Louisiana LA21 Caldwell Parish, Louisiana LA22 Cameron Parish, Louisiana LA23 Catahoula Parish, Louisiana LA25 Claiborne Parish, Louisiana LA26 Concordia Parish, Louisiana LA29 De Soto Parish, Louisiana LA33 East Carroll Parish, Louisiana LA34 East Feliciana Parish, Louisiana LA36 Evangeline Parish, Louisiana LA39 Franklin Parish, Louisiana LA42 Grant Parish, Louisiana LA46 Iberia Parish, Louisiana LA47 Iberville Parish, Louisiana LA48 Jackson Parish, Louisiana LA50 Jefferson Davis Parish, Louisiana LA51 Jefferson Parish, Louisiana LA54 Lafourche Parish, Louisiana LA57 Lasalle Parish, Louisiana LA58 Lincoln Parish, Louisiana LA59 Livingston Parish, Louisiana LA61 Madison Parish, Louisiana LA66 Morehouse Parish, Louisiana LA69 Natchitoches Parish, Louisiana LA74 Ouachita Parish, Louisiana LA78 Plaquemines Parish, Louisiana LA79 Pointe Coupee Parish, Louisiana LA80 Rapides Parish, Louisiana LA81 Red River Parish, Louisiana LA82 Richland Parish, Louisiana LA85 Sabine Parish, Louisiana LA88 St Bernard Parish, Louisiana LA89 St Charles Parish, Louisiana LA90 St Helena Parish, Louisiana LA91 St James Parish, Louisiana LA92 St John The Baptist Parish, Louisiana LA93 St Landry Parish, Louisiana LA94 St Martin Parish, Louisiana LA95 St Mary Parish, Louisiana LA96 St Tammany Parish, Louisiana AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-81 State ID Qualifying Subdivision Consolidated State Allocation LA99 Tangipahoa Parish, Louisiana Allocations in Louisiana will be made in accordance with the Louisiana State-Local Government Opioid Litigation Memorandum of Understanding LA100 Tensas Parish, Louisiana LA102 Union Parish, Louisiana LA103 Vermilion Parish, Louisiana LA104 Vernon Parish, Louisiana LA105 Washington Parish, Louisiana LA106 Webster Parish, Louisiana LA107 West Baton Rouge Parish, Louisiana LA108 West Carroll Parish, Louisiana LA109 West Feliciana Parish, Louisiana LA112 Winn Parish, Louisiana LA115 East Baton Rouge Parish, Louisiana LA116 Lafayette Parish, Louisiana LA117 Orleans Parish, Louisiana LA118 Terrebonne Parish, Louisiana LA119 Sheriff of Acadia Parish, Louisiana LA120 Sheriff of Allen Parish, Louisiana LA121 Sheriff of Ascension Parish, Louisiana LA122 Sheriff of Assumption Parish, Louisiana LA123 Sheriff of Avoyelles Parish, Louisiana LA124 Sheriff of Beauregard Parish, Louisiana LA125 Sheriff of Bienville Parish, Louisiana LA126 Sheriff of Bossier Parish, Louisiana LA127 Sheriff of Caddo Parish, Louisiana LA128 Sheriff of Calcasieu Parish, Louisiana LA129 Sheriff of Caldwell Parish, Louisiana LA130 Sheriff of Cameron Parish, Louisiana LA131 Sheriff of Catahoula Parish, Louisiana LA132 Sheriff of Claiborne Parish, Louisiana LA133 Sheriff of Concordia Parish, Louisiana LA134 Sheriff of De Soto Parish, Louisiana LA135 Sheriff of East Baton Rouge Parish, Louisiana LA136 Sheriff of East Carroll Parish, Louisiana LA137 Sheriff of East Feliciana Parish, Louisiana LA138 Sheriff of Evangeline Parish, Louisiana LA139 Sheriff of Franklin Parish, Louisiana LA140 Sheriff of Grant Parish, Louisiana LA141 Sheriff of Iberia Parish, Louisiana LA142 Sheriff of Iberville Parish, Louisiana LA143 Sheriff of Jackson Parish, Louisiana LA144 Sheriff of Jefferson Davis Parish, Louisiana LA145 Sheriff of Jefferson Parish, Louisiana LA146 Sheriff of Lafayette Parish, Louisiana LA147 Sheriff of Lafourche Parish, Louisiana LA148 Sheriff of Lasalle Parish, Louisiana LA149 Sheriff of Lincoln Parish, Louisiana AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-82 State ID Qualifying Subdivision Consolidated State Allocation LA150 Sheriff of Livingston Parish, Louisiana Allocations in Louisiana will be made in accordance with the Louisiana State-Local Government Opioid Litigation Memorandum of Understanding LA151 Sheriff of Madison Parish, Louisiana LA152 Sheriff of Morehouse Parish, Louisiana LA153 Sheriff of Natchitoches Parish, Louisiana LA154 Sheriff of Orleans Parish, Louisiana LA155 Sheriff of Ouachita Parish, Louisiana LA156 Sheriff of Plaquemines Parish, Louisiana LA157 Sheriff of Pointe Coupee Parish, Louisiana LA158 Sheriff of Rapides Parish, Louisiana LA159 Sheriff of Red River Parish, Louisiana LA160 Sheriff of Richland Parish, Louisiana LA161 Sheriff of Sabine Parish, Louisiana LA162 Sheriff of St Bernard Parish, Louisiana LA163 Sheriff of St Charles Parish, Louisiana LA164 Sheriff of St Helena Parish, Louisiana LA165 Sheriff of St James Parish, Louisiana LA166 Sheriff of St John The Baptist Parish, Louisiana LA167 Sheriff of St Landry Parish, Louisiana LA168 Sheriff of St Martin Parish, Louisiana LA169 Sheriff of St Mary Parish, Louisiana LA170 Sheriff of St Tammany Parish, Louisiana LA171 Sheriff of Tangipahoa Parish, Louisiana LA172 Sheriff of Tensas Parish, Louisiana LA173 Sheriff of Terrebonne Parish, Louisiana LA174 Sheriff of Union Parish, Louisiana LA175 Sheriff of Vermilion Parish, Louisiana LA176 Sheriff of Vernon Parish, Louisiana LA177 Sheriff of Washington Parish, Louisiana LA178 Sheriff of Webster Parish, Louisiana LA179 Sheriff of West Baton Rouge Parish, Louisiana LA180 Sheriff of West Carroll Parish, Louisiana LA181 Sheriff of West Feliciana Parish, Louisiana LA182 Sheriff of Winn Parish, Louisiana AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-83 State ID Qualifying Subdivision Consolidated State Allocation ME1 Androscoggin County, Maine 1.6799535986% ME2 Aroostook County, Maine 4.0537116218% ME3 Auburn City, Maine 2.6283332826% ME4 Augusta City, Maine 3.6779545807% ME5 Bangor City, Maine 5.2042873123% ME6 Biddeford City, Maine 2.7393997300% ME7 Brunswick Town, Maine 1.6113929261% ME8 Calais City, Maine 0.8369049504% ME9 Cumberland County, Maine 3.5025701951% ME10 Falmouth Town, Maine 1.2353278939% ME11 Franklin County, Maine 1.9717572454% ME12 Gorham Town, Maine 1.4582940317% ME13 Hancock County, Maine 3.8494340111% ME14 Kennebec County, Maine 4.9959268385% ME15 Kennebunk Town, Maine 0.2185679049% ME16 Knox County, Maine 2.1010369789% ME17 Lewiston City, Maine 4.3451006968% ME18 Lincoln County, Maine 2.1621727981% ME19 Orono Town, Maine 0.2094180830% ME20 Oxford County, Maine 3.8454418782% ME21 Penobscot County, Maine 6.7801027597% ME22 Piscataquis County, Maine 1.2760851978% ME23 Portland City, Maine 7.2016026249% ME24 Rockland City, Maine 0.6184398003% ME25 Saco City, Maine 0.4366518238% ME26 Sagadahoc County, Maine 1.9708146889% ME27 Sanford City, Maine 2.6908215844% ME28 Scarborough Town, Maine 1.8363769930% ME29 Somerset County, Maine 3.6977198467% ME30 South Portland City, Maine 2.2275994495% ME31 Standish Town, Maine 0.0664145731% ME32 Waldo County, Maine 2.4723925078% ME33 Washington County, Maine 2.6998574469% ME34 Waterville City, Maine 2.8132809688% ME35 Wells Town, Maine 0.2541311729% ME36 Westbrook City, Maine 1.5416150467% ME37 Windham Town, Maine 0.1935482073% ME38 York County, Maine 6.7950503019% ME39 York Town, Maine 2.1005084476% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-84 State ID Qualifying Subdivision Consolidated State Allocation MD1 Aberdeen City, Maryland 0.0372796529% MD2 Allegany County, Maryland 1.6120411494% MD3 Annapolis City, Maryland 0.2413230958% MD4 Anne Arundel County, Maryland 9.5850095156% MD5 Baltimore City, Maryland 20.9970334354% MD6 Baltimore County, Maryland 17.7565394434% MD7 Bel Air Town, Maryland 0.0322364280% MD8 Berlin Town, Maryland 0.0109236186% MD9 Bowie City, Maryland 0.0263270946% MD10 Calvert County, Maryland 1.6948343688% MD11 Cambridge City, Maryland 0.0196746185% MD12 Caroline County, Maryland 0.5865017850% MD13 Carroll County, Maryland 2.9605563001% MD14 Cecil County, Maryland 3.7958577634% MD15 Charles County, Maryland 1.9663409179% MD16 Charlestown, Maryland 0.0013846587% MD17 College Park City, Maryland 0.0050334845% MD18 Cottage City Town, Maryland 0.0015972023% MD19 Cumberland City, Maryland 0.1627132426% MD20 Dorchester County, Maryland 0.3951913125% MD21 Easton Town, Maryland 0.0630108370% MD22 Elkton Town, Maryland 0.0884110160% MD23 Forest Heights Town, Maryland 0.0014812182% MD24 Frederick City, Maryland 0.1530889274% MD25 Frederick County, Maryland 3.4957333212% MD26 Frostburg City, Maryland 0.0194678741% MD27 Gaithersburg City, Maryland 0.0243966914% MD28 Garrett County, Maryland 0.3513434690% MD29 Grantsville Town, Maryland 0.0002207076% MD30 Greenbelt City, Maryland 0.0369938028% MD31 Hagerstown City, Maryland 0.1829328174% MD32 Harford County, Maryland 5.1958110720% MD33 Havre De Grace City, Maryland 0.0458009931% MD34 Howard County, Maryland 3.2487213744% MD35 Hyattsville City, Maryland 0.0127377562% MD36 Kent County, Maryland 0.4683852152% MD37 Laurel City, Maryland 0.0300516480% MD38 Montgomery County, Maryland 8.5574378958% MD39 Mountain Lake Park Town, Maryland 0.0001004445% MD40 New Carrollton City, Maryland 0.0062727689% MD41 North Brentwood Town, Maryland 0.0000662686% MD42 North East Town, Maryland 0.0183814522% MD43 Oakland Town, Maryland 0.0011777453% MD44 Perryville Town, Maryland 0.0184160785% MD45 Prince Georges County, Maryland 7.1382650655% MD46 Queen Annes County, Maryland 0.7381792535% MD47 Rockville City, Maryland 0.0611045878% MD48 Salisbury City, Maryland 0.1347806691% MD49 Seat Pleasant City, Maryland 0.0040128808% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-85 State ID Qualifying Subdivision Consolidated State Allocation MD50 Somerset County, Maryland 0.3875128839% MD51 St Marys County, Maryland 1.3684562511% MD52 Takoma Park City, Maryland 0.0195596479% MD53 Talbot County, Maryland 0.4896824850% MD54 Upper Marlboro Town, Maryland 0.0009443695% MD55 Vienna Town, Maryland 0.0001582676% MD56 Washington County, Maryland 3.0474490505% MD57 Westminster City, Maryland 0.0440087573% MD58 Wicomico County, Maryland 1.6694422411% MD59 Worcester County, Maryland 0.9876031064% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-86 State ID Qualifying Subdivision Consolidated State Allocation MA1 Abington Town, Massachusetts 0.2400899791% MA2 Acton Town, Massachusetts 0.1586479343% MA3 Acushnet Town, Massachusetts 0.1547305792% MA4 Adams Town, Massachusetts 0.0189731986% MA5 Agawam Town City, Massachusetts 0.4341901730% MA6 Alford Town, Massachusetts 0.0007449491% MA7 Amesbury Town City, Massachusetts 0.2580959424% MA8 Amherst Town, Massachusetts 0.3675897982% MA9 Andover Town, Massachusetts 0.7102727131% MA10 Aquinnah Town, Massachusetts 0.0049293930% MA11 Arlington Town, Massachusetts 0.3350233330% MA12 Ashburnham Town, Massachusetts 0.0140160133% MA13 Ashby Town, Massachusetts 0.0069876989% MA14 Ashfield Town, Massachusetts 0.0027296132% MA15 Ashland Town, Massachusetts 0.1613930923% MA16 Athol Town, Massachusetts 0.0359559233% MA17 Attleboro City, Massachusetts 0.9357205930% MA18 Auburn Town, Massachusetts 0.3036683195% MA19 Avon Town, Massachusetts 0.0739889948% MA20 Ayer Town, Massachusetts 0.0179210686% MA21 Barnstable County, Massachusetts 0.0639482242% MA22 Barnstable Town City, Massachusetts 0.8578313582% MA23 Barre Town, Massachusetts 0.0096522017% MA24 Becket Town, Massachusetts 0.0067279376% MA25 Bedford Town, Massachusetts 0.1982937972% MA26 Belchertown, Massachusetts 0.3492785905% MA27 Bellingham Town, Massachusetts 0.1961076781% MA28 Belmont Town, Massachusetts 0.2420315678% MA29 Berkley Town, Massachusetts 0.1212759115% MA30 Berlin Town, Massachusetts 0.0397753511% MA31 Bernardston Town, Massachusetts 0.0040751589% MA32 Beverly City, Massachusetts 0.4801566147% MA33 Billerica Town, Massachusetts 0.3870913124% MA34 Blackstone Town, Massachusetts 0.0221473318% MA35 Blandford Town, Massachusetts 0.0009007116% MA36 Bolton Town, Massachusetts 0.0110088433% MA37 Boston City, Massachusetts 10.5767780349% MA38 Bourne Town, Massachusetts 0.3783946742% MA39 Boxborough Town, Massachusetts 0.0399298051% MA40 Boxford Town, Massachusetts 0.0912309051% MA41 Boylston Town, Massachusetts 0.0562367737% MA42 Braintree Town City, Massachusetts 0.4457226214% MA43 Brewster Town, Massachusetts 0.1284470083% MA44 Bridgewater Town, Massachusetts 0.0570448443% MA45 Brimfield Town, Massachusetts 0.0355644757% MA46 Bristol County, Massachusetts 0.1015083030% MA47 Brockton City, Massachusetts 2.1170344615% MA48 Brookfield Town, Massachusetts 0.0372953453% MA49 Brookline Town, Massachusetts 0.8244968622% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-87 State ID Qualifying Subdivision Consolidated State Allocation MA50 Buckland Town, Massachusetts 0.0031396937% MA51 Burlington Town, Massachusetts 0.3034752912% MA52 Cambridge City, Massachusetts 4.3053779748% MA53 Canton Town, Massachusetts 0.2909840866% MA54 Carlisle Town, Massachusetts 0.0526144568% MA55 Carver Town, Massachusetts 0.2179547901% MA56 Charlemont Town, Massachusetts 0.0066765925% MA57 Charlton Town, Massachusetts 0.0305379405% MA58 Chatham Town, Massachusetts 0.1685335181% MA59 Chelmsford Town, Massachusetts 0.3162632088% MA60 Chelsea City, Massachusetts 0.5236031155% MA61 Cheshire Town, Massachusetts 0.0015830626% MA62 Chester Town, Massachusetts 0.0096828727% MA63 Chesterfield Town, Massachusetts 0.0168042468% MA64 Chicopee City, Massachusetts 0.8816952708% MA65 Chilmark Town, Massachusetts 0.0062328576% MA66 Clarksburg Town, Massachusetts 0.0303920178% MA67 Clinton Town, Massachusetts 0.2371744557% MA68 Cohasset Town, Massachusetts 0.1430861241% MA69 Colrain Town, Massachusetts 0.0016018525% MA70 Concord Town, Massachusetts 0.1749597704% MA71 Conway Town, Massachusetts 0.0354590115% MA72 Cummington Town, Massachusetts 0.0009757143% MA73 Dalton Town, Massachusetts 0.0123034626% MA74 Danvers Town, Massachusetts 0.4037368656% MA75 Dartmouth Town, Massachusetts 0.5505881937% MA76 Dedham Town, Massachusetts 0.3188835370% MA77 Deerfield Town, Massachusetts 0.0872700035% MA78 Dennis Town, Massachusetts 0.0970183530% MA79 Dighton Town, Massachusetts 0.0228752705% MA80 Douglas Town, Massachusetts 0.1659192613% MA81 Dover Town, Massachusetts 0.0683428114% MA82 Dracut Town, Massachusetts 0.2045887296% MA83 Dudley Town, Massachusetts 0.0179390734% MA84 Dukes County, Massachusetts 0.0054256244% MA85 Dunstable Town, Massachusetts 0.0041607864% MA86 Duxbury Town, Massachusetts 0.3742011756% MA87 East Bridgewater Town, Massachusetts 0.2308047825% MA88 East Brookfield Town, Massachusetts 0.0052365739% MA89 East Longmeadow Town, Massachusetts 0.2715713403% MA90 Eastham Town, Massachusetts 0.0786916528% MA91 Easthampton Town City, Massachusetts 0.2670463228% MA92 Easton Town, Massachusetts 0.5676857515% MA93 Edgartown, Massachusetts 0.0809809332% MA94 Egremont Town, Massachusetts 0.0050750540% MA95 Erving Town, Massachusetts 0.0513752128% MA96 Essex Town, Massachusetts 0.0113333487% MA97 Everett City, Massachusetts 0.4368228534% MA98 Fairhaven Town, Massachusetts 0.3265362625% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-88 State ID Qualifying Subdivision Consolidated State Allocation MA99 Fall River City, Massachusetts 2.1055901006% MA100 Falmouth Town, Massachusetts 0.6632841320% MA101 Fitchburg City, Massachusetts 0.6913634212% MA102 Florida Town, Massachusetts 0.0170875086% MA103 Foxborough Town, Massachusetts 0.2588100112% MA104 Framingham Town, Massachusetts 0.6902310022% MA105 Franklin Town City, Massachusetts 0.4506715894% MA106 Freetown, Massachusetts 0.0347111837% MA107 Gardner City, Massachusetts 0.3080580392% MA108 Georgetown, Massachusetts 0.1361143365% MA109 Gill Town, Massachusetts 0.0032293514% MA110 Gloucester City, Massachusetts 0.4219402015% MA111 Goshen Town, Massachusetts 0.0020598761% MA112 Gosnold Town, Massachusetts 0.0011645031% MA113 Grafton Town, Massachusetts 0.2787903277% MA114 Granby Town, Massachusetts 0.1421420753% MA115 Granville Town, Massachusetts 0.0205788719% MA116 Great Barrington Town, Massachusetts 0.0238735954% MA117 Greenfield Town City, Massachusetts 0.4522917084% MA118 Groton Town, Massachusetts 0.0112861907% MA119 Groveland Town, Massachusetts 0.0109548289% MA120 Hadley Town, Massachusetts 0.1036658447% MA121 Halifax Town, Massachusetts 0.0744074497% MA122 Hamilton Town, Massachusetts 0.0148754814% MA123 Hampden Town, Massachusetts 0.0086441416% MA124 Hancock Town, Massachusetts 0.0080083205% MA125 Hanover Town, Massachusetts 0.2979987927% MA126 Hanson Town, Massachusetts 0.0306151413% MA127 Hardwick Town, Massachusetts 0.0046489576% MA128 Harvard Town, Massachusetts 0.1646144358% MA129 Harwich Town, Massachusetts 0.2864309104% MA130 Hatfield Town, Massachusetts 0.0627393895% MA131 Haverhill City, Massachusetts 0.8142937865% MA132 Hawley Town, Massachusetts 0.0002691301% MA133 Heath Town, Massachusetts 0.0011790011% MA134 Hingham Town, Massachusetts 0.4828724626% MA135 Hinsdale Town, Massachusetts 0.0037015067% MA136 Holbrook Town, Massachusetts 0.1222501079% MA137 Holden Town, Massachusetts 0.0343745879% MA138 Holland Town, Massachusetts 0.0238040885% MA139 Holliston Town, Massachusetts 0.1672190621% MA140 Holyoke City, Massachusetts 0.9664659552% MA141 Hopedale Town, Massachusetts 0.1372305825% MA142 Hopkinton Town, Massachusetts 0.2027514537% MA143 Hubbardston Town, Massachusetts 0.0076647112% MA144 Hudson Town, Massachusetts 0.1994512345% MA145 Hull Town, Massachusetts 0.1954841045% MA146 Huntington Town, Massachusetts 0.0026561285% MA147 Ipswich Town, Massachusetts 0.2079635850% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-89 State ID Qualifying Subdivision Consolidated State Allocation MA148 Kingston Town, Massachusetts 0.1369378473% MA149 Lakeville Town, Massachusetts 0.0202228058% MA150 Lancaster Town, Massachusetts 0.0116656002% MA151 Lanesborough Town, Massachusetts 0.0575248505% MA152 Lawrence City, Massachusetts 1.4758837913% MA153 Lee Town, Massachusetts 0.1519018348% MA154 Leicester Town, Massachusetts 0.1926291380% MA155 Lenox Town, Massachusetts 0.1609461124% MA156 Leominster City, Massachusetts 0.7902530708% MA157 Leverett Town, Massachusetts 0.0395342227% MA158 Lexington Town, Massachusetts 0.5090924410% MA159 Leyden Town, Massachusetts 0.0007689206% MA160 Lincoln Town, Massachusetts 0.1099619285% MA161 Littleton Town, Massachusetts 0.1043597104% MA162 Longmeadow Town, Massachusetts 0.2992108201% MA163 Lowell City, Massachusetts 1.0242474790% MA164 Ludlow Town, Massachusetts 0.3042665608% MA165 Lunenburg Town, Massachusetts 0.1916440550% MA166 Lynn City, Massachusetts 1.5917595154% MA167 Lynnfield Town, Massachusetts 0.2333154069% MA168 Malden City, Massachusetts 0.4659742140% MA169 Manchester-By-The-Sea Town, Massachusetts 0.0201100664% MA170 Mansfield Town, Massachusetts 0.6816694002% MA171 Marblehead Town, Massachusetts 0.3485912672% MA172 Marion Town, Massachusetts 0.0698025620% MA173 Marlborough City, Massachusetts 0.3668295136% MA174 Marshfield Town, Massachusetts 0.4930551259% MA175 Mashpee Town, Massachusetts 0.3459150927% MA176 Mattapoisett Town, Massachusetts 0.0843720139% MA177 Maynard Town, Massachusetts 0.1014940666% MA178 Medfield Town, Massachusetts 0.2083772770% MA179 Medford City, Massachusetts 0.3972200658% MA180 Medway Town, Massachusetts 0.1940731867% MA181 Melrose City, Massachusetts 0.2296395466% MA182 Mendon Town, Massachusetts 0.0164096065% MA183 Merrimac Town, Massachusetts 0.0100336001% MA184 Methuen Town City, Massachusetts 0.7149217230% MA185 Middleborough Town, Massachusetts 0.3933419654% MA186 Middlefield Town, Massachusetts 0.0003252381% MA187 Middleton Town, Massachusetts 0.0917093411% MA188 Milford Town, Massachusetts 0.5323916620% MA189 Millbury Town, Massachusetts 0.2332340712% MA190 Millis Town, Massachusetts 0.0999797258% MA191 Millville Town, Massachusetts 0.0062130209% MA192 Milton Town, Massachusetts 0.3520463069% MA193 Monroe Town, Massachusetts 0.0001025332% MA194 Monson Town, Massachusetts 0.1266258006% MA195 Montague Town, Massachusetts 0.0291412591% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-90 State ID Qualifying Subdivision Consolidated State Allocation MA196 Monterey Town, Massachusetts 0.0042137017% MA197 Montgomery Town, Massachusetts 0.0002324400% MA198 Mt Washington Town, Massachusetts 0.0001746048% MA199 Nahant Town, Massachusetts 0.0355497159% MA200 Nantucket Town, Massachusetts 0.1102324194% MA201 Natick Town, Massachusetts 0.3421702489% MA202 Needham Town, Massachusetts 0.4914063771% MA203 New Ashford Town, Massachusetts 0.0002677169% MA204 New Bedford City, Massachusetts 2.3617391681% MA205 New Braintree Town, Massachusetts 0.0013480056% MA206 New Marlborough Town, Massachusetts 0.0032940955% MA207 New Salem Town, Massachusetts 0.0024476600% MA208 Newbury Town, Massachusetts 0.0135400372% MA209 Newburyport City, Massachusetts 0.2905748435% MA210 Newton City, Massachusetts 1.0088865481% MA211 Norfolk County, Massachusetts 0.0563017795% MA212 Norfolk Town, Massachusetts 0.0892988423% MA213 North Adams City, Massachusetts 0.3428675166% MA214 North Andover Town, Massachusetts 0.4494773051% MA215 North Attleborough Town, Massachusetts 0.6369959028% MA216 North Brookfield Town, Massachusetts 0.0698725924% MA217 North Reading Town, Massachusetts 0.1664230820% MA218 Northampton City, Massachusetts 0.5405649568% MA219 Northborough Town, Massachusetts 0.2422641125% MA220 Northbridge Town, Massachusetts 0.2823159735% MA221 Northfield Town, Massachusetts 0.0153010544% MA222 Norton Town, Massachusetts 0.4563834066% MA223 Norwell Town, Massachusetts 0.2753854817% MA224 Norwood Town, Massachusetts 0.3412282413% MA225 Oak Bluffs Town, Massachusetts 0.0769116887% MA226 Oakham Town, Massachusetts 0.0026269230% MA227 Orange Town, Massachusetts 0.1376712816% MA228 Orleans Town, Massachusetts 0.0935051641% MA229 Otis Town, Massachusetts 0.0035269019% MA230 Oxford Town, Massachusetts 0.2336229019% MA231 Palmer Town City, Massachusetts 0.1621757259% MA232 Paxton Town, Massachusetts 0.0115100470% MA233 Peabody City, Massachusetts 0.7162928627% MA234 Pelham Town, Massachusetts 0.0235476246% MA235 Pembroke Town, Massachusetts 0.3388218249% MA236 Pepperell Town, Massachusetts 0.0102363113% MA237 Peru Town, Massachusetts 0.0011523603% MA238 Petersham Town, Massachusetts 0.0159775433% MA239 Phillipston Town, Massachusetts 0.0039835646% MA240 Pittsfield City, Massachusetts 1.1541979937% MA241 Plainfield Town, Massachusetts 0.0004986914% MA242 Plainville Town, Massachusetts 0.0738004154% MA243 Plymouth County, Massachusetts 0.0008974666% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-91 State ID Qualifying Subdivision Consolidated State Allocation MA244 Plymouth Town, Massachusetts 1.0727134492% MA245 Plympton Town, Massachusetts 0.0311939123% MA246 Princeton Town, Massachusetts 0.0094015998% MA247 Provincetown, Massachusetts 0.0895015011% MA248 Quincy City, Massachusetts 1.0277365393% MA249 Randolph Town, Massachusetts 0.3517891103% MA250 Raynham Town, Massachusetts 0.0739771661% MA251 Reading Town, Massachusetts 0.2463903024% MA252 Rehoboth Town, Massachusetts 0.0342848256% MA253 Revere City, Massachusetts 0.5754964378% MA254 Richmond Town, Massachusetts 0.0346755405% MA255 Rochester Town, Massachusetts 0.0656757963% MA256 Rockland Town, Massachusetts 0.3048431858% MA257 Rockport Town, Massachusetts 0.1188536886% MA258 Rowe Town, Massachusetts 0.0242459391% MA259 Rowley Town, Massachusetts 0.0134543050% MA260 Royalston Town, Massachusetts 0.0020739031% MA261 Russell Town, Massachusetts 0.0012348998% MA262 Rutland Town, Massachusetts 0.0122272562% MA263 Salem City, Massachusetts 0.6254547137% MA264 Salisbury Town, Massachusetts 0.0319290215% MA265 Sandisfield Town, Massachusetts 0.0020719142% MA266 Sandwich Town, Massachusetts 0.4944903815% MA267 Saugus Town, Massachusetts 0.3330802265% MA268 Savoy Town, Massachusetts 0.0103246605% MA269 Scituate Town, Massachusetts 0.3938536371% MA270 Seekonk Town, Massachusetts 0.3325159013% MA271 Sharon Town, Massachusetts 0.3157804286% MA272 Sheffield Town, Massachusetts 0.0066580643% MA273 Shelburne Town, Massachusetts 0.0145706034% MA274 Sherborn Town, Massachusetts 0.0361347676% MA275 Shirley Town, Massachusetts 0.0049654026% MA276 Shrewsbury Town, Massachusetts 0.6471205738% MA277 Shutesbury Town, Massachusetts 0.0358178516% MA278 Somerset Town, Massachusetts 0.2943717652% MA279 Somerville City, Massachusetts 0.5538327759% MA280 South Hadley Town, Massachusetts 0.3289508962% MA281 Southampton Town, Massachusetts 0.0773861993% MA282 Southborough Town, Massachusetts 0.2173688486% MA283 Southbridge Town City, Massachusetts 0.2906114812% MA284 Southwick Town, Massachusetts 0.0165255910% MA285 Spencer Town, Massachusetts 0.0203153945% MA286 Springfield City, Massachusetts 3.4410224370% MA287 Sterling Town, Massachusetts 0.0196759620% MA288 Stockbridge Town, Massachusetts 0.0092305018% MA289 Stoneham Town, Massachusetts 0.1669780908% MA290 Stoughton Town, Massachusetts 0.3118943726% MA291 Stow Town, Massachusetts 0.0087733680% MA292 Sturbridge Town, Massachusetts 0.1235688557% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-92 State ID Qualifying Subdivision Consolidated State Allocation MA293 Sudbury Town, Massachusetts 0.1950193814% MA294 Sunderland Town, Massachusetts 0.0394445127% MA295 Sutton Town, Massachusetts 0.1720631416% MA296 Swampscott Town, Massachusetts 0.2802270489% MA297 Swansea Town, Massachusetts 0.3127370397% MA298 Taunton City, Massachusetts 1.3156698571% MA299 Templeton Town, Massachusetts 0.0167725290% MA300 Tewksbury Town, Massachusetts 0.2526508477% MA301 Tisbury Town, Massachusetts 0.0665566713% MA302 Tolland Town, Massachusetts 0.0005593530% MA303 Topsfield Town, Massachusetts 0.0713350646% MA304 Townsend Town, Massachusetts 0.0093843801% MA305 Truro Town, Massachusetts 0.0604250384% MA306 Tyngsborough Town, Massachusetts 0.1162396935% MA307 Tyringham Town, Massachusetts 0.0012803829% MA308 Upton Town, Massachusetts 0.0211017442% MA309 Uxbridge Town, Massachusetts 0.2255606716% MA310 Wakefield Town, Massachusetts 0.2116065761% MA311 Wales Town, Massachusetts 0.0147604390% MA312 Walpole Town, Massachusetts 0.3194149930% MA313 Waltham City, Massachusetts 0.5322671985% MA314 Ware Town, Massachusetts 0.2035588439% MA315 Wareham Town, Massachusetts 0.3595394490% MA316 Warren Town, Massachusetts 0.0179304373% MA317 Warwick Town, Massachusetts 0.0065997057% MA318 Washington Town, Massachusetts 0.0004074112% MA319 Watertown Town City, Massachusetts 0.2540965713% MA320 Wayland Town, Massachusetts 0.2147389946% MA321 Webster Town, Massachusetts 0.2405963644% MA322 Wellesley Town, Massachusetts 0.4811483972% MA323 Wellfleet Town, Massachusetts 0.0667808417% MA324 Wendell Town, Massachusetts 0.0010508215% MA325 Wenham Town, Massachusetts 0.0112119209% MA326 West Boylston Town, Massachusetts 0.1222726663% MA327 West Bridgewater Town, Massachusetts 0.1467598909% MA328 West Brookfield Town, Massachusetts 0.0059191866% MA329 West Newbury Town, Massachusetts 0.0086981560% MA330 West Springfield Town City, Massachusetts 0.4627594653% MA331 West Stockbridge Town, Massachusetts 0.0028401544% MA332 West Tisbury Town, Massachusetts 0.0099183484% MA333 Westborough Town, Massachusetts 0.5070384269% MA334 Westfield City, Massachusetts 0.6538385669% MA335 Westford Town, Massachusetts 0.2939962811% MA336 Westhampton Town, Massachusetts 0.0199373981% MA337 Westminster Town, Massachusetts 0.0226744436% MA338 Weston Town, Massachusetts 0.2254658323% MA339 Westport Town, Massachusetts 0.2811335179% MA340 Westwood Town, Massachusetts 0.2903783084% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-93 State ID Qualifying Subdivision Consolidated State Allocation MA341 Weymouth Town City, Massachusetts 0.5656639786% MA342 Whately Town, Massachusetts 0.0314223222% MA343 Whitman Town, Massachusetts 0.0448742719% MA344 Wilbraham Town, Massachusetts 0.0313150261% MA345 Williamsburg Town, Massachusetts 0.0343998679% MA346 Williamstown, Massachusetts 0.0783021941% MA347 Wilmington Town, Massachusetts 0.2467559990% MA348 Winchendon Town, Massachusetts 0.1830720373% MA349 Winchester Town, Massachusetts 0.2570095300% MA350 Windsor Town, Massachusetts 0.0005238144% MA351 Winthrop Town City, Massachusetts 0.1505890537% MA352 Woburn City, Massachusetts 0.3503541163% MA353 Worcester City, Massachusetts 3.7929503518% MA354 Worthington Town, Massachusetts 0.0015069609% MA355 Wrentham Town, Massachusetts 0.0961794021% MA356 Yarmouth Town, Massachusetts 0.1308391883% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-94 State ID Qualifying Subdivision Consolidated State Allocation MI1 Ada Township, Michigan 0.0073233482% MI2 Adrian City, Michigan 0.0568370128% MI3 Alcona County, Michigan 0.0834491179% MI4 Alger County, Michigan 0.0785291215% MI5 Algoma Township, Michigan 0.0029345640% MI6 Allegan County, Michigan 0.7725881935% MI7 Allen Park City, Michigan 0.1074735355% MI8 Allendale Charter Township, Michigan 0.0077776425% MI9 Alpena County, Michigan 0.3171935781% MI10 Alpine Charter Township, Michigan 0.0025427083% MI11 Ann Arbor City, Michigan 0.4632250874% MI12 Antrim County, Michigan 0.2381005845% MI13 Antwerp Township, Michigan 0.0013132895% MI14 Arenac County, Michigan 0.1612057938% MI15 Auburn Hills City, Michigan 0.1176899978% MI16 Bangor Charter Township, Michigan 0.0109251027% MI17 Baraga County, Michigan 0.0741112558% MI18 Barry County, Michigan 0.4329702358% MI19 Bath Charter Township, Michigan 0.0537968516% MI20 Battle Creek City, Michigan 0.3423704436% MI21 Bay City, Michigan 0.1147802745% MI22 Bay County, Michigan 1.1009022938% MI23 Bedford Township, Michigan 0.0412592343% MI24 Benton Charter Township, Michigan 0.0907240950% MI25 Benzie County, Michigan 0.1392597323% MI26 Berkley City, Michigan 0.0358941044% MI27 Berrien County, Michigan 1.2815190059% MI28 Beverly Hills Village, Michigan 0.0460038135% MI29 Big Rapids City, Michigan 0.0245076907% MI30 Birmingham City, Michigan 0.1031004819% MI31 Bloomfield Charter Township, Michigan 0.2395537286% MI32 Branch County, Michigan 0.3413411577% MI33 Brandon Charter Township, Michigan 0.0298468290% MI34 Brighton Township, Michigan 0.0010123659% MI35 Brownstown Charter Township, Michigan 0.1035238283% MI36 Burton City, Michigan 0.0331836857% MI37 Byron Township, Michigan 0.0143593354% MI38 Cadillac City, Michigan 0.0992155073% MI39 Caledonia Charter Township, Kent County, Michigan 0.0046151897% MI40 Calhoun County, Michigan 1.6522746969% MI41 Cannon Township, Michigan 0.0055382276% MI42 Canton Charter Township, Michigan 0.2353019350% MI43 Cascade Charter Township, Michigan 0.0202807109% MI44 Cass County, Michigan 0.3685228029% MI45 Charlevoix County, Michigan 0.1913266108% MI46 Cheboygan County, Michigan 0.2827891794% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-95 State ID Qualifying Subdivision Consolidated State Allocation MI47 Chesterfield Charter Township, Michigan 0.2112831498% MI48 Chippewa County, Michigan 0.2393040796% MI49 Clare County, Michigan 0.4685534972% MI50 Clawson City, Michigan 0.0233450803% MI51 Clinton Charter Township, Michigan 0.5825283878% MI52 Clinton County, Michigan 0.4823811618% MI53 Coldwater City, Michigan 0.0129335184% MI54 Commerce Charter Township, Michigan 0.0332785651% MI55 Comstock Charter Township, Michigan 0.0141443213% MI56 Cooper Charter Township, Michigan 0.0016050286% MI57 Crawford County, Michigan 0.2577011831% MI58 Davison Township, Michigan 0.0148016255% MI59 Dearborn City, Michigan 0.5014825529% MI60 Dearborn Heights City, Michigan 0.1763248603% MI61 Delhi Charter Township, Michigan 0.0329269168% MI62 Delta Charter Township, Michigan 0.0678675252% MI63 Delta County, Michigan 0.2325433177% MI64 Detroit City, Michigan 6.3675475252% MI65 Dewitt Charter Township, Michigan 0.0615354244% MI66 Dickinson County, Michigan 0.2475829616% MI67 East Bay Township, Michigan 0.0024511576% MI68 East Grand Rapids City, Michigan 0.0347010017% MI69 East Lansing City, Michigan 0.1722118876% MI70 Eastpointe City, Michigan 0.2806901834% MI71 Eaton County, Michigan 0.8964627151% MI72 Egelston Township, Michigan 0.0099077587% MI73 Emmet County, Michigan 0.3034511111% MI74 Emmett Charter Township, Michigan 0.0136208021% MI75 Escanaba City, Michigan 0.0161625757% MI76 Farmington City, Michigan 0.0368587005% MI77 Farmington Hills City, Michigan 0.2763289545% MI78 Fenton Charter Township, Michigan 0.0031005125% MI79 Fenton City, Michigan 0.0802629568% MI80 Ferndale City, Michigan 0.1491321203% MI81 Flat Rock City, Michigan 0.0287479606% MI82 Flint Charter Township, Michigan 0.0428009530% MI83 Flint City, Michigan 2.6382255013% MI84 Flushing Charter Township, Michigan 0.0062641566% MI85 Fort Gratiot Charter Township, Michigan 0.0158007179% MI86 Fraser City, Michigan 0.1340329179% MI87 Frenchtown Charter Township, Michigan 0.0818078358% MI88 Fruitport Charter Township, Michigan 0.0216336824% MI89 Gaines Township, Kent County, Michigan 0.0150472599% MI90 Garden City, Michigan 0.0602849815% MI91 Garfield Charter Township, Michigan 0.0006805464% MI92 Genesee Charter Township, Michigan 0.0216656939% MI93 Genesee County, Michigan 1.8587109989% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-96 State ID Qualifying Subdivision Consolidated State Allocation MI94 Genoa Township, Michigan 0.0001265457% MI95 Georgetown Charter Township, Michigan 0.0120538094% MI96 Gladwin County, Michigan 0.3598571100% MI97 Gogebic County, Michigan 0.1249651212% MI98 Grand Blanc Charter Township, Michigan 0.0351159584% MI99 Grand Haven Charter Township, Michigan 0.0188708587% MI100 Grand Haven City, Michigan 0.0581929367% MI101 Grand Rapids Charter Township, Michigan 0.0062871075% MI102 Grand Rapids City, Michigan 1.2000276882% MI103 Grand Traverse County, Michigan 0.8244466054% MI104 Grandville City, Michigan 0.0465263367% MI105 Gratiot County, Michigan 0.3147475181% MI106 Green Oak Township, Michigan 0.0538361746% MI107 Grosse Ile Township, Michigan 0.0358505107% MI108 Grosse Pointe Park City, Michigan 0.0473791255% MI109 Grosse Pointe Woods City, Michigan 0.0337630289% MI110 Hamburg Township, Michigan 0.0567828826% MI111 Hamtramck City, Michigan 0.1811320680% MI112 Harper Woods City, Michigan 0.0505579556% MI113 Harrison Charter Township, Michigan 0.1108972638% MI114 Hartland Township, Michigan 0.0004881050% MI115 Hazel Park City, Michigan 0.0736339264% MI116 Highland Charter Township, Michigan 0.0294387306% MI117 Highland Park City, Michigan 0.0391505779% MI118 Hillsdale County, Michigan 0.3731855670% MI119 Holland Charter Township, Michigan 0.0291739126% MI120 Holland City, Michigan 0.1655890102% MI121 Holly Township, Michigan 0.0040995334% MI122 Houghton County, Michigan 0.2225642997% MI123 Huron Charter Township, Michigan 0.0361363324% MI124 Huron County, Michigan 0.2929757372% MI125 Independence Charter Township, Michigan 0.0825378903% MI126 Ingham County, Michigan 2.1348935205% MI127 Inkster City, Michigan 0.1669443281% MI128 Ionia City, Michigan 0.0449276471% MI129 Ionia County, Michigan 0.4905636172% MI130 Iosco County, Michigan 0.3212475898% MI131 Iron County, Michigan 0.1102481228% MI132 Iron Mountain City, Michigan 0.0091866455% MI133 Isabella County, Michigan 0.5720204678% MI134 Jackson City, Michigan 0.1764251010% MI135 Jackson County, Michigan 1.0855421077% MI136 Kalamazoo Charter Township, Michigan 0.0520230321% MI137 Kalamazoo City, Michigan 0.3787268993% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-97 State ID Qualifying Subdivision Consolidated State Allocation MI138 Kalamazoo County, Michigan 1.9845600355% MI139 Kalkaska County, Michigan 0.1646399668% MI140 Kent County, Michigan 2.7808259408% MI141 Kentwood City, Michigan 0.1423307082% MI142 Keweenaw County, Michigan 0.0067676775% MI143 Lake County, Michigan 0.0728348971% MI144 Lansing City, Michigan 0.5307983425% MI145 Lapeer County, Michigan 0.7916953951% MI146 Leelanau County, Michigan 0.1237383482% MI147 Lenawee County, Michigan 0.7878386566% MI148 Lenox Township, Michigan 0.0111917816% MI149 Leoni Township, Michigan 0.0090926074% MI150 Lincoln Charter Township, Michigan 0.0178479538% MI151 Lincoln Park City, Michigan 0.1588803292% MI152 Livingston County, Michigan 1.3371907873% MI153 Livonia City, Michigan 0.3999768720% MI154 Luce County, Michigan 0.0638515493% MI155 Lyon Charter Township, Michigan 0.0060287256% MI156 Mackinac County, Michigan 0.0909538431% MI157 Macomb County, Michigan 7.7242005849% MI158 Macomb Township, Michigan 0.1081932941% MI159 Madison Heights City, Michigan 0.1443184148% MI160 Manistee County, Michigan 0.3120953798% MI161 Marion Township, Livingston County, Michigan 0.0001988576% MI162 Marquette City, Michigan 0.0313476613% MI163 Marquette County, Michigan 0.5388637672% MI164 Mason County, Michigan 0.2487294921% MI165 Mecosta County, Michigan 0.3321355122% MI166 Melvindale City, Michigan 0.0519698104% MI167 Menominee County, Michigan 0.1580179806% MI168 Meridian Charter Township, Michigan 0.0708027402% MI169 Midland City, Michigan 0.3023071472% MI170 Midland County, Michigan 0.5384703258% MI171 Milford Charter Township, Michigan 0.0064275489% MI172 Missaukee County, Michigan 0.1002815458% MI173 Monitor Charter Township, Michigan 0.0044174736% MI174 Monroe Charter Township, Michigan 0.0119729252% MI175 Monroe City, Michigan 0.2101937979% MI176 Monroe County, Michigan 1.5316423152% MI177 Montcalm County, Michigan 0.6212351900% MI178 Montmorency County, Michigan 0.0880221572% MI179 Mount Clemens City, Michigan 0.0503004024% MI180 Mount Morris Charter Township, Michigan 0.0046413043% MI181 Mount Pleasant City, Michigan 0.0357778255% MI182 Mundy Charter Township, Michigan 0.0150794621% MI183 Muskegon Charter Township, Michigan 0.0360868180% MI184 Muskegon City, Michigan 0.1748185396% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-98 State ID Qualifying Subdivision Consolidated State Allocation MI185 Muskegon County, Michigan 1.7053905386% MI186 Muskegon Heights City, Michigan 0.0500451306% MI187 New Baltimore City, Michigan 0.0480441296% MI188 Newaygo County, Michigan 0.4671261358% MI189 Niles City, Michigan 0.0583312847% MI190 Niles Township, Michigan 0.0215348319% MI191 Northville Charter Township, Michigan 0.0836973671% MI192 Norton Shores City, Michigan 0.0701828658% MI193 Novi City, Michigan 0.1465815056% MI194 Oak Park City, Michigan 0.1037775542% MI195 Oakland Charter Township, Michigan 0.0274353387% MI196 Oakland County, Michigan 5.2264042066% MI197 Oceana County, Michigan 0.2176466203% MI198 Oceola Township, Michigan 0.0003615593% MI199 Ogemaw County, Michigan 0.5563618764% MI200 Ontonagon County, Michigan 0.0504349004% MI201 Orion Charter Township, Michigan 0.0484616785% MI202 Osceola County, Michigan 0.1924215950% MI203 Oscoda County, Michigan 0.0981702870% MI204 Oshtemo Charter Township, Michigan 0.0124389806% MI205 Otsego County, Michigan 0.2838576775% MI206 Ottawa County, Michigan 1.4829589190% MI207 Owosso City, Michigan 0.0600391920% MI208 Oxford Charter Township, Michigan 0.0220651355% MI209 Park Township, Ottawa County, Michigan 0.0069409957% MI210 Pittsfield Charter Township, Michigan 0.0254303905% MI211 Plainfield Charter Township, Michigan 0.0147250675% MI212 Plymouth Charter Township, Michigan 0.0619046968% MI213 Pontiac City, Michigan 0.3007870303% MI214 Port Huron Charter Township, Michigan 0.0144337077% MI215 Port Huron City, Michigan 0.2605826060% MI216 Portage City, Michigan 0.0982178051% MI217 Presque Isle County, Michigan 0.1455220353% MI218 Redford Charter Township, Michigan 0.2119761371% MI219 Riverview City, Michigan 0.0482626131% MI220 Rochester City, Michigan 0.0399194381% MI221 Rochester Hills City, Michigan 0.0675866509% MI222 Romulus City, Michigan 0.0931298734% MI223 Roscommon County, Michigan 0.3840925607% MI224 Roseville City, Michigan 0.4273474490% MI225 Royal Oak City, Michigan 0.2596061973% MI226 Saginaw Charter Township, Michigan 0.0692043420% MI227 Saginaw City, Michigan 0.4307711416% MI228 Saginaw County, Michigan 1.6118539630% MI229 Sanilac County, Michigan 0.3468379663% MI230 Sault Ste. Marie City, Michigan 0.0984697973% MI231 Schoolcraft County, Michigan 0.0789566063% MI232 Scio Charter Township, Michigan 0.0051527746% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-99 State ID Qualifying Subdivision Consolidated State Allocation MI233 Shelby Charter Township, Michigan 0.5065495239% MI234 Shiawassee County, Michigan 0.7255393777% MI235 South Lyon City, Michigan 0.0258956950% MI236 Southfield City, Michigan 0.3934160797% MI237 Southfield Township, Michigan 0.0001112995% MI238 Southgate City, Michigan 0.0888423705% MI239 Spring Lake Township, Michigan 0.0103960225% MI240 Springfield Charter Township, Michigan 0.0044705319% MI241 St Clair County, Michigan 1.9960063402% MI242 St Joseph County, Michigan 0.4265691571% MI243 St. Clair Shores City, Michigan 0.3399081996% MI244 Sterling Heights City, Michigan 0.9407553377% MI245 Sturgis City, Michigan 0.0599318930% MI246 Summit Township, Jackson County, Michigan 0.0147223455% MI247 Superior Charter Township, Michigan 0.0121236785% MI248 Taylor City, Michigan 0.3764778630% MI249 Texas Charter Township, Michigan 0.0052063171% MI250 Thomas Township, Michigan 0.0127113988% MI251 Traverse City, Michigan 0.0620311385% MI252 Trenton City, Michigan 0.0481846521% MI253 Troy City, Michigan 0.2360199679% MI254 Tuscola County, Michigan 0.4432240961% MI255 Tyrone Township, Livingston County, Michigan 0.0096355544% MI256 Union Charter Township, Michigan 0.0000512255% MI257 Van Buren Charter Township, Michigan 0.0686867403% MI258 Van Buren County, Michigan 0.7628971716% MI259 Vienna Charter Township, Genesee County, Michigan 0.0086448035% MI260 Walker City, Michigan 0.0577159947% MI261 Warren City, Michigan 1.1744758071% MI262 Washington Township, Macomb County, Michigan 0.0808853142% MI263 Washtenaw County, Michigan 2.3763653602% MI264 Waterford Charter Township, Michigan 0.2186201385% MI265 Wayne City, Michigan 0.0837926529% MI266 Wayne County, Michigan 10.1863863702% MI267 West Bloomfield Charter Township, Michigan 0.2622681115% MI268 Westland City, Michigan 0.3261711153% MI269 Wexford County, Michigan 0.2986947723% MI270 White Lake Charter Township, Michigan 0.0585435626% MI271 Wixom City, Michigan 0.0369421752% MI272 Woodhaven City, Michigan 0.0571927749% MI273 Wyandotte City, Michigan 0.0976772465% MI274 Wyoming City, Michigan 0.2554463949% MI275 Ypsilanti Charter Township, Michigan 0.0578793100% MI276 Ypsilanti City, Michigan 0.0898598214% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-100 State ID Qualifying Subdivision Consolidated State Allocation MI277 Zeeland Charter Township, Michigan 0.0061508332% MI278 Blackman Charter Township, Michigan 0.0000000000% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-101 State ID Qualifying Subdivision Consolidated State Allocation MN1 Aitkin County, Minnesota 0.5760578506% MN4 Andover City, Minnesota 0.1364919451% MN6 Anoka County, Minnesota 5.0386504681% MN7 Apple Valley City, Minnesota 0.2990817345% MN10 Becker County, Minnesota 0.6619330684% MN11 Beltrami County, Minnesota 0.7640787093% MN13 Benton County, Minnesota 0.6440948102% MN15 Big Stone County, Minnesota 0.1194868775% MN16 Blaine City, Minnesota 0.4249516913% MN17 Bloomington City, Minnesota 0.4900195550% MN18 Blue Earth County, Minnesota 0.6635420705% MN20 Brooklyn Center City, Minnesota 0.1413853902% MN21 Brooklyn Park City, Minnesota 0.2804136235% MN22 Brown County, Minnesota 0.3325325416% MN24 Burnsville City, Minnesota 0.5135361297% MN25 Carlton County, Minnesota 0.9839591749% MN26 Carver County, Minnesota 1.1452829660% MN27 Cass County, Minnesota 0.8895681513% MN31 Chippewa County, Minnesota 0.2092611794% MN32 Chisago County, Minnesota 0.9950193750% MN33 Clay County, Minnesota 0.9428475282% MN34 Clearwater County, Minnesota 0.1858592043% MN37 Cook County, Minnesota 0.1074594960% MN38 Coon Rapids City, Minnesota 0.5772642445% MN39 Cottage Grove City, Minnesota 0.2810994719% MN40 Cottonwood County, Minnesota 0.1739065270% MN41 Crow Wing County, Minnesota 1.1394859175% MN43 Dakota County, Minnesota 4.4207140603% MN44 Dodge County, Minnesota 0.2213963258% MN45 Douglas County, Minnesota 0.6021779472% MN46 Duluth City, Minnesota 1.1502115380% MN47 Eagan City, Minnesota 0.3657951576% MN49 Eden Prairie City, Minnesota 0.2552171573% MN50 Edina City, Minnesota 0.1973054822% MN54 Faribault County, Minnesota 0.2169409335% MN57 Fillmore County, Minnesota 0.2329591105% MN59 Freeborn County, Minnesota 0.3507169824% MN62 Goodhue County, Minnesota 0.5616542387% MN64 Grant County, Minnesota 0.0764556498% MN67 Hennepin County, Minnesota 19.0624622262% MN70 Houston County, Minnesota 0.3099019273% MN71 Hubbard County, Minnesota 0.4582368775% MN74 Inver Grove Heights City, Minnesota 0.2193400520% MN75 Isanti County, Minnesota 0.7712992708% MN76 Itasca County, Minnesota 1.1406408131% MN77 Jackson County, Minnesota 0.1408950444% MN78 Kanabec County, Minnesota 0.3078966750% MN79 Kandiyohi County, Minnesota 0.1581167542% MN80 Kittson County, Minnesota 0.0812834506% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-102 State ID Qualifying Subdivision Consolidated State Allocation MN81 Koochiching County, Minnesota 0.2612581866% MN82 Lac Qui Parle County, Minnesota 0.0985665133% MN83 Lake County, Minnesota 0.1827750321% MN84 Lake of the Woods County, Minnesota 0.1123105028% MN85 Lakeville City, Minnesota 0.2822249627% MN86 Le Sueur County, Minnesota 0.3225703347% MN87 Lincoln County, Minnesota 0.1091919984% MN90 Lyon County, Minnesota 0.2935118186% MN91 Mahnomen County, Minnesota 0.1416417688% MN92 Mankato City, Minnesota 0.3698584321% MN93 Maple Grove City, Minnesota 0.1814019047% MN94 Maplewood City, Minnesota 0.1875101678% MN96 Marshall County, Minnesota 0.1296352091% MN97 Martin County, Minnesota 0.2543064014% MN98 McLeod County, Minnesota 0.1247104518% MN99 Meeker County, Minnesota 0.3744031515% MN101 Mille Lacs County, Minnesota 0.9301506696% MN102 Minneapolis City, Minnesota 4.8777618689% MN103 Minnetonka City, Minnesota 0.1967231071% MN105 Moorhead City, Minnesota 0.4337377038% MN106 Morrison County, Minnesota 0.7178981419% MN108 Mower County, Minnesota 0.5801769149% MN109 Murray County, Minnesota 0.1348775389% MN113 Nicollet County, Minnesota 0.1572381053% MN114 Nobles County, Minnesota 0.1562005112% MN115 Norman County, Minnesota 0.1087596675% MN118 North St. Paul City, Minnesota 0.0575844069% MN121 Olmsted County, Minnesota 1.9236715095% MN123 Otter Tail County, Minnesota 0.8336175419% MN125 Pennington County, Minnesota 0.3082576395% MN126 Pine County, Minnesota 0.5671222707% MN127 Pipestone County, Minnesota 0.1535154503% MN128 Plymouth City, Minnesota 0.1762541473% MN129 Polk County, Minnesota 0.8654291474% MN130 Pope County, Minnesota 0.1870129873% MN132 Proctor City, Minnesota 0.0214374128% MN134 Ramsey County, Minnesota 7.1081424150% MN135 Red Lake County, Minnesota 0.0532649128% MN137 Redwood County, Minnesota 0.2809842367% MN138 Renville County, Minnesota 0.2706888807% MN139 Rice County, Minnesota 0.2674764398% MN140 Richfield City, Minnesota 0.2534018444% MN142 Rochester City, Minnesota 0.7363082849% MN143 Rock County, Minnesota 0.2043437336% MN145 Roseau County, Minnesota 0.2517872793% MN147 Roseville City, Minnesota 0.1721905549% MN150 Savage City, Minnesota 0.1883576635% MN151 Scott County, Minnesota 1.3274301646% MN152 Shakopee City, Minnesota 0.2879873611% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-103 State ID Qualifying Subdivision Consolidated State Allocation MN153 Sherburne County, Minnesota 1.2543449472% MN155 Sibley County, Minnesota 0.2393480708% MN157 St Louis County, Minnesota 4.7407767170% MN158 St. Cloud City, Minnesota 0.7330089009% MN159 St. Louis Park City, Minnesota 0.1476314588% MN161 St. Paul City, Minnesota 3.7475206798% MN163 Stearns County, Minnesota 2.4158085321% MN164 Steele County, Minnesota 0.3969975263% MN165 Stevens County, Minnesota 0.1439474275% MN167 Swift County, Minnesota 0.1344167568% MN168 Todd County, Minnesota 0.4180909817% MN169 Traverse County, Minnesota 0.0903964134% MN172 Wabasha County, Minnesota 0.3103038997% MN174 Wadena County, Minnesota 0.2644094337% MN175 Waseca County, Minnesota 0.2857912156% MN176 Washington County, Minnesota 3.0852862513% MN177 Watonwan County, Minnesota 0.1475626356% MN181 Wilkin County, Minnesota 0.0937962507% MN184 Winona County, Minnesota 0.7755267356% MN185 Woodbury City, Minnesota 0.4677270172% MN187 Wright County, Minnesota 1.6985269385% MN188 Yellow Medicine County, Minnesota 0.1742264836% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-104 State ID Qualifying Subdivision Consolidated State Allocation MS1 Adams County, Mississippi 0.8956930256% MS2 Alcorn County, Mississippi 0.0576362452% MS3 Amite County, Mississippi 0.2746164929% MS4 Amory City, Mississippi 0.2116793450% MS5 Arcola Town, Mississippi 0.0010556367% MS6 Attala County, Mississippi 0.4297756502% MS7 Bay St. Louis City, Mississippi 0.0311287683% MS8 Benton County, Mississippi 0.1960984974% MS9 Biloxi City, Mississippi 0.6645430129% MS10 Bolivar County, Mississippi 0.5038616841% MS11 Brandon City, Mississippi 0.5570720591% MS12 Brookhaven City, Mississippi 0.4683584117% MS13 Byram City, Mississippi 0.0546025247% MS14 Caledonia Town, Mississippi 0.0029950314% MS15 Calhoun County, Mississippi 0.4153642017% MS16 Canton City, Mississippi 0.3608383968% MS17 Carroll County, Mississippi 0.2031873312% MS18 Charleston City, Mississippi 0.0470339459% MS19 Chickasaw County, Mississippi 0.5109289507% MS21 Claiborne County, Mississippi 0.1646839236% MS22 Clarke County, Mississippi 0.5114179153% MS23 Clarksdale City, Mississippi 0.2773833408% MS24 Clay County, Mississippi 0.1860006383% MS25 Cleveland City, Mississippi 0.1374693414% MS26 Clinton City, Mississippi 0.3236377422% MS27 Coahoma County, Mississippi 0.4236538797% MS28 Columbia City, Mississippi 0.1695070569% MS29 Columbus City, Mississippi 0.7040334045% MS30 Copiah County, Mississippi 0.7218083365% MS31 Corinth City, Mississippi 1.5766265587% MS32 Covington County, Mississippi 0.6154970684% MS33 Desoto County, Mississippi 2.2451071357% MS34 Diamondhead City, Mississippi 0.0001700675% MS35 D'Iberville City, Mississippi 0.0448052883% MS36 Forrest County, Mississippi 3.0519047573% MS37 Franklin County, Mississippi 0.2573415560% MS38 Gautier City, Mississippi 0.1317718341% MS39 George County, Mississippi 1.0370803395% MS40 Greene County, Mississippi 0.2945486312% MS41 Greenville City, Mississippi 0.0840582768% MS42 Greenwood City, Mississippi 0.5924200813% MS43 Grenada City, Mississippi 0.0559331010% MS44 Grenada County, Mississippi 0.5257141196% MS45 Gulfport City, Mississippi 8.3397025495% MS46 Hancock County, Mississippi 2.4053819819% MS47 Harrison County, Mississippi 1.2833704733% MS48 Hattiesburg City, Mississippi 0.3234604308% MS49 Hernando City, Mississippi 0.4422243258% MS50 Hinds County, Mississippi 2.0886225058% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-105 State ID Qualifying Subdivision Consolidated State Allocation MS51 Holly Springs City, Mississippi 0.1628357363% MS52 Holmes County, Mississippi 0.3324473362% MS53 Horn Lake City, Mississippi 0.6520350689% MS54 Humphreys County, Mississippi 0.1373820850% MS55 Indianola City, Mississippi 0.0232047435% MS56 Issaquena County, Mississippi 0.0175702913% MS57 Itawamba County, Mississippi 1.0517575083% MS58 Iuka City, Mississippi 0.2854580062% MS59 Jackson City, Mississippi 2.6937777267% MS60 Jackson County, Mississippi 7.6559251195% MS61 Jasper County, Mississippi 0.3922495132% MS62 Jefferson County, Mississippi 0.0985248779% MS63 Jefferson Davis County, Mississippi 0.3514408929% MS64 Jones County, Mississippi 2.2234728410% MS65 Jonestown, Mississippi 0.0093341195% MS66 Kemper County, Mississippi 0.2223493091% MS67 Kosciusko City, Mississippi 0.0408594923% MS68 Lafayette County, Mississippi 0.7049370835% MS69 Lamar County, Mississippi 1.3105353358% MS70 Lauderdale County, Mississippi 1.4707252306% MS71 Laurel City, Mississippi 0.1485722943% MS72 Lawrence County, Mississippi 0.3428558606% MS73 Leake County, Mississippi 0.5798006796% MS74 Leakesville Town, Mississippi 0.0098357610% MS75 Lee County, Mississippi 1.4759031513% MS76 Leflore County, Mississippi 0.1018315625% MS77 Lincoln County, Mississippi 0.5740717271% MS78 Long Beach City, Mississippi 0.1390600402% MS79 Lowndes County, Mississippi 0.9390202250% MS80 Lumberton City, Mississippi 0.0397836057% MS81 Madison City, Mississippi 0.5726048335% MS82 Madison County, Mississippi 1.0788558585% MS83 Marion County, Mississippi 1.6274197695% MS84 Marshall County, Mississippi 0.6280998419% MS85 McComb City, Mississippi 1.1131798538% MS86 McLain Town, Mississippi 0.0044584678% MS87 Meridian City, Mississippi 1.1164172272% MS88 Monroe County, Mississippi 0.8130759595% MS90 Morton City, Mississippi 0.0606772097% MS91 Moss Point City, Mississippi 0.0032841297% MS92 Mound Bayou City, Mississippi 0.0140956794% MS93 Natchez City, Mississippi 0.1092519702% MS94 Neshoba County, Mississippi 1.0186206925% MS95 Nettleton City, Mississippi 0.0307845175% MS96 New Albany City, Mississippi 0.2729319523% MS97 Newton County, Mississippi 0.5457847155% MS98 Noxubee County, Mississippi 0.1848315685% MS99 Ocean Springs City, Mississippi 0.1196690556% MS100 Oktibbeha County, Mississippi 0.7876142411% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-106 State ID Qualifying Subdivision Consolidated State Allocation MS101 Olive Branch City, Mississippi 1.0910656493% MS102 Oxford City, Mississippi 0.6004720270% MS103 Panola County, Mississippi 1.1256622795% MS104 Pascagoula City, Mississippi 0.2495759096% MS105 Pearl City, Mississippi 1.1956946818% MS106 Pearl River County, Mississippi 3.0542096408% MS107 Perry County, Mississippi 0.3691053552% MS108 Petal City, Mississippi 0.0271880761% MS109 Philadelphia City, Mississippi 0.1154094664% MS110 Picayune City, Mississippi 0.5891117503% MS111 Pike County, Mississippi 0.1094837756% MS112 Pontotoc County, Mississippi 1.1485245831% MS113 Prentiss County, Mississippi 0.7977710394% MS114 Quitman City, Mississippi 0.0879535299% MS115 Quitman County, Mississippi 0.2137706975% MS116 Rankin County, Mississippi 3.4671179892% MS117 Ridgeland City, Mississippi 0.7137364699% MS118 Scott County, Mississippi 0.6318707959% MS119 Shannon Town, Mississippi 0.0293681665% MS121 Shubuta Town, Mississippi 0.0061495937% MS122 Simpson County, Mississippi 0.9197186369% MS123 Smith County, Mississippi 0.3871907879% MS124 Southaven City, Mississippi 1.5563837550% MS125 Starkville City, Mississippi 0.1006690780% MS126 Stone County, Mississippi 0.5647624674% MS127 Summit Town, Mississippi 0.0051138779% MS128 Sunflower County, Mississippi 0.4655797100% MS129 Tallahatchie County, Mississippi 0.2608094178% MS130 Tate County, Mississippi 1.1559202957% MS131 Tippah County, Mississippi 0.6673123304% MS132 Tishomingo County, Mississippi 1.3186009463% MS133 Tunica County, Mississippi 0.1788884264% MS134 Tupelo City, Mississippi 1.4776375761% MS135 Union County, Mississippi 0.4956551465% MS136 Verona City, Mississippi 0.0613981442% MS137 Vicksburg City, Mississippi 0.7338152977% MS138 Walthall County, Mississippi 0.4949654924% MS139 Warren County, Mississippi 0.5605232929% MS140 Washington County, Mississippi 0.9202227479% MS141 Wayne County, Mississippi 0.9416871398% MS142 Waynesboro City, Mississippi 0.0134634829% MS143 Webb Town, Mississippi 0.0120400527% MS145 West Point City, Mississippi 0.2116459242% MS146 Wiggins City, Mississippi 0.1726599728% MS148 Winston County, Mississippi 0.5339853585% MS149 Yalobusha County, Mississippi 0.2986570860% MS150 Yazoo City, Mississippi 0.2540246640% MS151 Yazoo County, Mississippi 0.4224067732% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-107 State ID Qualifying Subdivision Consolidated State Allocation MO1 Adair County, Missouri 0.2323492740% MO2 Andrew County, Missouri 0.1564541324% MO3 Arnold City, Missouri 0.5124454261% MO4 Atchison County, Missouri 0.0503458382% MO5 Audrain County, Missouri 0.2723907883% MO6 Ballwin City, Missouri 0.1503503362% MO7 Barry County, Missouri 0.5806831870% MO8 Barton County, Missouri 0.1828006402% MO9 Bates County, Missouri 0.4224104662% MO10 Bellefontaine Neighbors City, Missouri 0.0857527834% MO11 Belton City, Missouri 0.1516735499% MO12 Benton County, Missouri 0.3879753095% MO13 Blue Springs City, Missouri 0.1988003228% MO14 Bolivar City, Missouri 0.6392625910% MO15 Bollinger County, Missouri 0.1203527210% MO16 Boone County, Missouri 1.0160242824% MO17 Branson City, Missouri 0.4449755896% MO18 Bridgeton City, Missouri 0.1763465152% MO19 Buchanan County, Missouri 0.4752770338% MO20 Butler County, Missouri 0.3661408977% MO21 Caldwell County, Missouri 0.0989536405% MO22 Callaway County, Missouri 0.2712833054% MO23 Camden County, Missouri 0.7677402708% MO24 Cape Girardeau City, Missouri 0.5367558088% MO25 Cape Girardeau County, Missouri 0.4382279546% MO26 Carroll County, Missouri 0.1240753517% MO27 Carter County, Missouri 0.0825024387% MO28 Carthage City, Missouri 0.9706909454% MO29 Cass County, Missouri 0.9944461678% MO30 Cedar County, Missouri 0.2606830207% MO31 Chariton County, Missouri 0.0660694886% MO32 Chesterfield City, Missouri 0.2353487388% MO33 Christian County, Missouri 0.6724712099% MO34 Clark County, Missouri 0.0860504210% MO35 Clay County, Missouri 2.1043558671% MO36 Clayton City, Missouri 0.3129914614% MO37 Clinton County, Missouri 0.3136411047% MO38 Cole County, Missouri 0.4638412355% MO39 Columbia City, Missouri 1.1969210737% MO40 Cooper County, Missouri 0.1709566623% MO41 Crawford County, Missouri 0.5377697760% MO42 Crestwood City, Missouri 0.1705940152% MO43 Creve Coeur City, Missouri 0.2772506333% MO44 Dade County, Missouri 0.0956916225% MO45 Dallas County, Missouri 0.2127316981% MO46 Dardenne Prairie City, Missouri 0.0016749613% MO47 Daviess County, Missouri 0.0686237546% MO48 De Kalb County, Missouri 0.1059364189% MO49 Dent County, Missouri 0.4657350233% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-108 State ID Qualifying Subdivision Consolidated State Allocation MO50 Douglas County, Missouri 0.1328072590% MO51 Dunklin County, Missouri 0.4949307906% MO52 Eureka City, Missouri 0.0880789358% MO53 Excelsior Springs City, Missouri 0.1351301223% MO54 Farmington City, Missouri 0.5454680456% MO55 Ferguson City, Missouri 0.2574470581% MO56 Festus City, Missouri 0.3044135646% MO57 Florissant City, Missouri 0.3924574160% MO58 Franklin County, Missouri 1.8587591717% MO59 Fulton City, Missouri 0.3112636154% MO60 Gasconade County, Missouri 0.2671420472% MO61 Gentry County, Missouri 0.0719794172% MO62 Gladstone City, Missouri 0.0404576910% MO63 Grain Valley City, Missouri 0.0334350556% MO64 Grandview City, Missouri 0.1639337689% MO65 Greene County, Missouri 1.4401071301% MO66 Grundy County, Missouri 0.1563373346% MO67 Hannibal City, Missouri 0.2978324519% MO68 Harrison County, Missouri 0.1526413397% MO69 Harrisonville City, Missouri 0.0476820622% MO70 Hazelwood City, Missouri 0.5185404511% MO71 Henry County, Missouri 0.3711753912% MO72 Hickory County, Missouri 0.1309787386% MO73 Holt County, Missouri 0.0407768050% MO74 Howard County, Missouri 0.0772931032% MO75 Howell County, Missouri 0.5521591843% MO76 Independence City, Missouri 0.9132606869% MO77 Iron County, Missouri 0.1793646831% MO78 Jackson City, Missouri 0.1555038848% MO79 Jackson County, Missouri 1.9899708609% MO80 Jasper County, Missouri 0.3290412555% MO81 Jefferson City, Missouri 0.5714876357% MO82 Jefferson County, Missouri 4.3802521918% MO83 Jennings City, Missouri 0.1764093964% MO84 Johnson County, Missouri 0.2968386067% MO85 Joplin City, Missouri 0.5552066323% MO86 Kansas City, Missouri 5.7571708236% MO87 Kearney City, Missouri 0.0053417407% MO88 Kennett City, Missouri 0.1864120841% MO89 Kirksville City, Missouri 0.1862592989% MO90 Kirkwood City, Missouri 0.3564022464% MO91 Knox County, Missouri 0.0402195164% MO92 Laclede County, Missouri 0.1401546839% MO93 Lafayette County, Missouri 0.3589036278% MO94 Lake St. Louis City, Missouri 0.1499293870% MO95 Lawrence County, Missouri 0.6708287533% MO96 Lebanon City, Missouri 0.2505601816% MO97 Lee's Summit City, Missouri 0.6108369410% MO98 Lewis County, Missouri 0.1042697772% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-109 State ID Qualifying Subdivision Consolidated State Allocation MO99 Liberty City, Missouri 0.0442061837% MO100 Lincoln County, Missouri 0.8894721213% MO101 Linn County, Missouri 0.1452541869% MO102 Livingston County, Missouri 0.3568928487% MO103 Macon County, Missouri 0.1756025824% MO104 Madison County, Missouri 0.2543286672% MO105 Manchester City, Missouri 0.1098943865% MO106 Maries County, Missouri 0.1434267628% MO107 Marion County, Missouri 0.2234652909% MO108 Marshall City, Missouri 0.1418453816% MO109 Maryland Heights City, Missouri 0.3748856392% MO110 Maryville City, Missouri 0.1076579446% MO111 McDonald County, Missouri 0.2634826201% MO112 Mercer County, Missouri 0.0320837873% MO113 Mexico City, Missouri 0.0139160258% MO114 Miller County, Missouri 0.2674444574% MO115 Mississippi County, Missouri 0.1833143956% MO116 Moberly City, Missouri 0.0603546528% MO117 Moniteau County, Missouri 0.1201445359% MO118 Monroe County, Missouri 0.1023892750% MO119 Montgomery County, Missouri 0.1914472870% MO120 Morgan County, Missouri 0.2721921482% MO121 Neosho City, Missouri 0.1442050062% MO122 New Madrid County, Missouri 0.1577443253% MO123 Newton County, Missouri 0.3630628797% MO124 Nixa City, Missouri 0.2468687012% MO125 Nodaway County, Missouri 0.0949885786% MO126 O'Fallon City, Missouri 0.5745934504% MO127 Oregon County, Missouri 0.1307320509% MO128 Osage County, Missouri 0.1278894988% MO129 Overland City, Missouri 0.1364249588% MO130 Ozark City, Missouri 0.2857254050% MO131 Ozark County, Missouri 0.1325551539% MO132 Pemiscot County, Missouri 0.3944645835% MO133 Perry County, Missouri 0.2199285305% MO134 Pettis County, Missouri 0.0151441760% MO135 Phelps County, Missouri 1.0845340125% MO136 Pike County, Missouri 0.2247877951% MO137 Platte County, Missouri 0.3320717417% MO138 Polk County, Missouri 0.1493187623% MO139 Poplar Bluff City, Missouri 0.7559317644% MO140 Pulaski County, Missouri 1.1729279991% MO141 Putnam County, Missouri 0.0497042567% MO142 Ralls County, Missouri 0.0684816754% MO143 Randolph County, Missouri 0.2442992792% MO144 Ray County, Missouri 0.3201239293% MO145 Raymore City, Missouri 0.0467701237% MO146 Raytown City, Missouri 0.1486313258% MO147 Republic City, Missouri 0.2002494278% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-110 State ID Qualifying Subdivision Consolidated State Allocation MO148 Reynolds County, Missouri 0.1173502249% MO149 Ripley County, Missouri 0.2364998192% MO150 Rolla City, Missouri 0.0387613823% MO151 Saline County, Missouri 0.1638080066% MO152 Schuyler County, Missouri 0.0255576230% MO153 Scotland County, Missouri 0.0573087527% MO154 Scott County, Missouri 0.3449360072% MO155 Sedalia City, Missouri 0.4368595310% MO156 Shannon County, Missouri 0.0849097240% MO157 Shelby County, Missouri 0.0753316616% MO158 Sikeston City, Missouri 0.3315549551% MO159 Smithville City, Missouri 0.0048539762% MO160 Springfield City, Missouri 5.8477728751% MO161 St Charles County, Missouri 2.4842648424% MO162 St Clair County, Missouri 0.0933227753% MO163 St Francois County, Missouri 2.0822768958% MO164 St Louis County, Missouri 11.0300257170% MO165 St. Ann City, Missouri 0.1350418307% MO166 St. Charles City, Missouri 1.3555209057% MO167 St. Joseph City, Missouri 0.9266925599% MO168 St. Louis City, Missouri 8.2821011552% MO169 St. Peters City, Missouri 0.5859558551% MO170 Ste Genevieve County, Missouri 0.2689675365% MO171 Stoddard County, Missouri 0.4415922593% MO172 Stone County, Missouri 0.5212198991% MO173 Sullivan County, Missouri 0.0828316136% MO174 Taney County, Missouri 0.3347844684% MO175 Texas County, Missouri 0.3423504618% MO176 Town and Country City, Missouri 0.0996467524% MO177 Troy City, Missouri 0.0382293752% MO178 Union City, Missouri 0.1462425501% MO179 University City, Missouri 0.4121038850% MO180 Vernon County, Missouri 0.3089892512% MO181 Warren County, Missouri 0.5842281380% MO182 Warrensburg City, Missouri 0.1958789596% MO183 Washington City, Missouri 0.3567566384% MO184 Washington County, Missouri 0.6514805024% MO185 Wayne County, Missouri 0.2274524096% MO186 Webb City, Missouri 0.0671916759% MO187 Webster County, Missouri 0.5986690767% MO188 Webster Groves City, Missouri 0.2556867074% MO189 Wentzville City, Missouri 0.3358019827% MO190 West Plains City, Missouri 0.3439555766% MO191 Wildwood City, Missouri 0.1021615484% MO192 Worth County, Missouri 0.0184350871% MO193 Wright County, Missouri 0.2540973934% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-111 State ID Qualifying Subdivision Consolidated State Allocation MT1 Anaconda-Deer Lodge County, Montana 1.4480190514% MT2 Beaverhead County, Montana 0.6841480225% MT3 Big Horn County, Montana 0.8504903609% MT4 Billings City, Montana 9.1331142413% MT5 Blaine County, Montana 0.3691094337% MT6 Bozeman City, Montana 2.0161886507% MT7 Broadwater County, Montana 0.4143251264% MT8 Butte-Silver Bow, Montana 5.6101260434% MT9 Carbon County, Montana 0.7105360522% MT10 Carter County, Montana 0.0374679104% MT11 Cascade County, Montana 3.8993050480% MT12 Chouteau County, Montana 0.4053063424% MT13 Custer County, Montana 1.5139056450% MT14 Daniels County, Montana 0.1787602908% MT15 Dawson County, Montana 0.7800682133% MT16 Fallon County, Montana 0.1543582011% MT17 Fergus County, Montana 0.8667027669% MT18 Flathead County, Montana 8.0141785369% MT19 Gallatin County, Montana 4.0205572717% MT20 Garfield County, Montana 0.0398838599% MT21 Glacier County, Montana 1.5230709367% MT22 Golden Valley County, Montana 0.0264303648% MT23 Granite County, Montana 0.1831398237% MT24 Great Falls City, Montana 4.3577779784% MT25 Helena City, Montana 1.7360655042% MT26 Hill County, Montana 1.8438532922% MT27 Jefferson County, Montana 0.7770843087% MT28 Judith Basin County, Montana 0.0614804228% MT29 Kalispell City, Montana 2.4735432710% MT30 Lake County, Montana 3.6175099064% MT31 Lewis and Clark County, Montana 4.9326712334% MT32 Liberty County, Montana 0.1210395973% MT33 Lincoln County, Montana 2.1915597624% MT34 Madison County, Montana 0.5498047673% MT35 McCone County, Montana 0.0823035394% MT36 Meagher County, Montana 0.0912086373% MT37 Mineral County, Montana 0.7546909914% MT38 Missoula City, Montana 4.4312558575% MT39 Missoula County, Montana 8.0272833629% MT40 Musselshell County, Montana 0.3895510594% MT41 Park County, Montana 2.0831835653% MT42 Petroleum County, Montana 0.0144742922% MT43 Phillips County, Montana 0.2085622347% MT44 Pondera County, Montana 0.4003873948% MT45 Powder River County, Montana 0.1504386452% MT46 Powell County, Montana 0.8872723490% MT47 Prairie County, Montana 0.0572069653% MT48 Ravalli County, Montana 3.6906819270% MT49 Richland County, Montana 0.7541525281% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-112 State ID Qualifying Subdivision Consolidated State Allocation MT50 Roosevelt County, Montana 0.8182976782% MT51 Rosebud County, Montana 0.5641981949% MT52 Sanders County, Montana 1.0679134558% MT53 Sheridan County, Montana 0.2700355225% MT54 Stillwater County, Montana 0.5055604014% MT55 Sweet Grass County, Montana 0.2836540766% MT56 Teton County, Montana 0.5735903832% MT57 Toole County, Montana 0.3258040487% MT58 Treasure County, Montana 0.0226554138% MT59 Valley County, Montana 0.5598291268% MT60 Wheatland County, Montana 0.0720998508% MT61 Wibaux County, Montana 0.0630373047% MT62 Yellowstone County, Montana 7.3090889550% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-113 State ID Qualifying Subdivision Consolidated State Allocation NE1 Adams County, Nebraska 0.7130410264% NE2 Antelope County, Nebraska 0.2406339800% NE3 Arthur County, Nebraska 0.0110831278% NE4 Banner County, Nebraska 0.0183674606% NE5 Beatrice City, Nebraska 0.9248205382% NE6 Bellevue City, Nebraska 2.4787880023% NE7 Blaine County, Nebraska 0.0123640997% NE8 Boone County, Nebraska 0.2533407507% NE9 Box Butte County, Nebraska 0.7492533620% NE10 Boyd County, Nebraska 0.0902847433% NE11 Brown County, Nebraska 0.1375135354% NE12 Buffalo County, Nebraska 0.9630320332% NE13 Burt County, Nebraska 0.3365661770% NE14 Butler County, Nebraska 0.2899805672% NE15 Cass County, Nebraska 1.2356339344% NE16 Cedar County, Nebraska 0.3502588009% NE17 Chase County, Nebraska 0.1707898814% NE18 Cherry County, Nebraska 0.3082161558% NE19 Cheyenne County, Nebraska 0.7408263023% NE20 Clay County, Nebraska 0.1772971991% NE21 Colfax County, Nebraska 0.2670475913% NE22 Columbus City, Nebraska 0.7291294061% NE23 Cuming County, Nebraska 0.4019883978% NE24 Custer County, Nebraska 0.4848137961% NE25 Dakota County, Nebraska 0.3940917673% NE26 Dawes County, Nebraska 0.6577293164% NE27 Dawson County, Nebraska 0.7540316373% NE28 Deuel County, Nebraska 0.1500055852% NE29 Dixon County, Nebraska 0.2144571499% NE30 Dodge County, Nebraska 1.8317996330% NE31 Douglas County, Nebraska 14.9119111455% NE32 Dundy County, Nebraska 0.1513630330% NE33 Fillmore County, Nebraska 0.3541443667% NE34 Franklin County, Nebraska 0.1630162987% NE35 Fremont City, Nebraska 0.1476946393% NE36 Frontier County, Nebraska 0.0732649260% NE37 Furnas County, Nebraska 0.2315426581% NE38 Gage County, Nebraska 0.5390651380% NE39 Garden County, Nebraska 0.1132118364% NE40 Garfield County, Nebraska 0.1104479177% NE41 Gosper County, Nebraska 0.0528581072% NE42 Grand Island City, Nebraska 1.5052861196% NE43 Grant County, Nebraska 0.0167075406% NE44 Greeley County, Nebraska 0.1006996872% NE45 Hall County, Nebraska 1.3023214397% NE46 Hamilton County, Nebraska 0.3285553228% NE47 Harlan County, Nebraska 0.1831157431% NE48 Hastings City, Nebraska 0.7738158635% NE49 Hayes County, Nebraska 0.0464208924% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-114 State ID Qualifying Subdivision Consolidated State Allocation NE50 Hitchcock County, Nebraska 0.1428727336% NE51 Holt County, Nebraska 0.4319086269% NE52 Hooker County, Nebraska 0.0195391111% NE53 Howard County, Nebraska 0.3117590505% NE54 Jefferson County, Nebraska 0.4621587809% NE55 Johnson County, Nebraska 0.3674281385% NE56 Kearney City, Nebraska 1.3128662946% NE57 Kearney County, Nebraska 0.3284087439% NE58 Keith County, Nebraska 0.5586120928% NE59 Keya Paha County, Nebraska 0.0207700795% NE60 Kimball County, Nebraska 0.2074517582% NE61 Knox County, Nebraska 0.4262180329% NE62 La Vista City, Nebraska 0.6948539706% NE63 Lancaster County, Nebraska 7.9530599340% NE64 Lexington City, Nebraska 0.2672235840% NE65 Lincoln City, Nebraska 8.9584993437% NE66 Lincoln County, Nebraska 0.7588461895% NE67 Logan County, Nebraska 0.0192253637% NE68 Loup County, Nebraska 0.0163070224% NE69 Madison County, Nebraska 1.0198085515% NE70 McPherson County, Nebraska 0.0133651501% NE71 Merrick County, Nebraska 0.5571149293% NE72 Morrill County, Nebraska 0.2640807173% NE73 Nance County, Nebraska 0.1820220392% NE74 Nemaha County, Nebraska 0.5862140225% NE75 Norfolk City, Nebraska 0.6855964607% NE76 North Platte City, Nebraska 1.2668714124% NE77 Nuckolls County, Nebraska 0.2606241030% NE78 Omaha City, Nebraska 16.7836032733% NE79 Otoe County, Nebraska 0.8114537890% NE80 Papillion City, Nebraska 1.1943452635% NE81 Pawnee County, Nebraska 0.2449303588% NE82 Perkins County, Nebraska 0.0938742100% NE83 Phelps County, Nebraska 0.4453164270% NE84 Pierce County, Nebraska 0.2791606931% NE85 Platte County, Nebraska 0.5054632790% NE86 Polk County, Nebraska 0.2126035890% NE87 Red Willow County, Nebraska 0.6782282985% NE88 Richardson County, Nebraska 0.6780640713% NE89 Rock County, Nebraska 0.0420632348% NE90 Saline County, Nebraska 0.6431415318% NE91 Sarpy County, Nebraska 4.1205096407% NE92 Saunders County, Nebraska 0.9147340487% NE93 Scotts Bluff County, Nebraska 1.8428925654% NE94 Scottsbluff City, Nebraska 0.5159537183% NE95 Seward County, Nebraska 0.7637450614% NE96 Sheridan County, Nebraska 0.1814092513% NE97 Sherman County, Nebraska 0.1198260243% NE98 Sioux County, Nebraska 0.0355730752% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-115 State ID Qualifying Subdivision Consolidated State Allocation NE99 South Sioux City, Nebraska 0.4431368628% NE100 Stanton County, Nebraska 0.2162062918% NE101 Thayer County, Nebraska 0.2059575361% NE102 Thomas County, Nebraska 0.0173570958% NE103 Thurston County, Nebraska 0.2564159657% NE104 Valley County, Nebraska 0.3103957199% NE105 Washington County, Nebraska 0.7878555706% NE106 Wayne County, Nebraska 0.3510034608% NE107 Webster County, Nebraska 0.1652355715% NE108 Wheeler County, Nebraska 0.0210156849% NE109 York County, Nebraska 0.8321939645% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-116 State ID Qualifying Subdivision Consolidated State Allocation NV1 Boulder City, Nevada 0.1478660452% NV2 Carson City, Nevada 1.8146007537% NV3 Churchill County, Nevada 0.7013051988% NV4 Clark County, Nevada 66.9248026834% NV5 Douglas County, Nevada 1.6601462472% NV7 Elko County, Nevada 1.0825745225% NV8 Ely City, Nevada 0.0066172807% NV9 Esmeralda County, Nevada 0.0497291448% NV10 Eureka County, Nevada 0.1033573623% NV11 Fernley City, Nevada 0.0144506991% NV12 Henderson City, Nevada 2.3020643974% NV13 Humboldt County, Nevada 1.0192724731% NV14 Lander County, Nevada 0.3627438791% NV15 Las Vegas City, Nevada 4.7206970773% NV16 Lincoln County, Nevada 0.2373284219% NV17 Lyon County, Nevada 1.5721396872% NV18 Mesquite City, Nevada 0.1465069544% NV19 Mineral County, Nevada 0.5992930253% NV20 North Las Vegas City, Nevada 2.4258866892% NV21 Nye County, Nevada 1.6016841576% NV22 Pershing County, Nevada 0.3624498791% NV23 Reno City, Nevada 1.3562863383% NV24 Sparks City, Nevada 0.4253229218% NV25 Storey County, Nevada 0.1263908620% NV26 Washoe County, Nevada 9.1139488828% NV27 West Wendover City, Nevada 0.0564015794% NV28 White Pine County, Nevada 1.0458576594% NV29 Central Lyon Fire Protection District, Nevada 0.0150922618% NV30 North Lyon Fire Protection District, Nevada 0.0051829150% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-117 State ID Qualifying Subdivision Consolidated State Allocation NH3 Belknap County, New Hampshire 2.7939109892% NH4 Belmont Town, New Hampshire 0.5587670057% NH5 Berlin City, New Hampshire 0.7634811276% NH6 Carroll County, New Hampshire 3.6322893799% NH7 Cheshire County, New Hampshire 4.0796979802% NH8 Claremont City, New Hampshire 1.0144553237% NH9 Concord City, New Hampshire 3.2431426466% NH11 Coos County, New Hampshire 1.7474002446% NH12 Derry Town, New Hampshire 2.5149832507% NH13 Dover City, New Hampshire 2.2778339043% NH16 Franklin City, New Hampshire 0.6439189651% NH18 Grafton County, New Hampshire 6.7694668318% NH21 Hillsborough County, New Hampshire 15.5462714684% NH24 Keene City, New Hampshire 1.7781643334% NH25 Laconia City, New Hampshire 1.2116493350% NH27 Londonderry Town, New Hampshire 1.8328560469% NH28 Manchester City, New Hampshire 8.3226355329% NH29 Merrimack County, New Hampshire 7.2370050210% NH32 Nashua City, New Hampshire 6.5701459205% NH36 Rochester City, New Hampshire 2.2599831367% NH37 Rockingham County, New Hampshire 18.0775103117% NH40 Strafford County, New Hampshire 4.8162130546% NH41 Sullivan County, New Hampshire 2.3082181896% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-118 State ID Qualifying Subdivision Consolidated State Allocation NJ1 Aberdeen Township, New Jersey 0.0797396894% NJ2 Asbury Park City, New Jersey 0.3916349671% NJ3 Atlantic City, New Jersey 1.2847690915% NJ4 Atlantic County, New Jersey 2.8915764045% NJ5 Barnegat Township, New Jersey 0.1626638814% NJ6 Bayonne City, New Jersey 0.8502340058% NJ7 Beachwood Borough, New Jersey 0.0492329228% NJ8 Belleville Township, New Jersey 0.0872090223% NJ9 Bellmawr Borough, New Jersey 0.0640989992% NJ10 Bergen County, New Jersey 4.9446361090% NJ11 Bergenfield Borough, New Jersey 0.0618076073% NJ12 Berkeley Heights Township, New Jersey 0.0272673062% NJ13 Berkeley Township, New Jersey 0.2619731788% NJ14 Bernards Township, New Jersey 0.0910577073% NJ15 Bloomfield Township, New Jersey 0.1173874959% NJ16 Bordentown Township, New Jersey 0.0545891482% NJ17 Bound Brook Borough, New Jersey 0.0527105023% NJ18 Branchburg Township, New Jersey 0.0561024563% NJ19 Brick Township, New Jersey 0.5908193174% NJ20 Bridgeton City, New Jersey 0.2079614154% NJ21 Bridgewater Township, New Jersey 0.1828057629% NJ22 Burlington County, New Jersey 4.4940916659% NJ23 Burlington Township, New Jersey 0.1157900630% NJ24 Camden City, New Jersey 1.6603828843% NJ25 Camden County, New Jersey 6.8741218172% NJ26 Cape May County, New Jersey 1.2842777540% NJ27 Carteret Borough, New Jersey 0.1794847100% NJ28 Cedar Grove Township, New Jersey 0.0187911021% NJ29 Chatham Township, New Jersey 0.0498541051% NJ30 Cherry Hill Township, New Jersey 0.3440044947% NJ31 Cinnaminson Township, New Jersey 0.0701648926% NJ32 Clark Township, New Jersey 0.0429898704% NJ33 Cliffside Park Borough, New Jersey 0.1142449150% NJ34 Clifton City, New Jersey 0.3535258812% NJ35 Clinton Town, New Jersey 0.0294193343% NJ36 Clinton Township, New Jersey 0.0799778554% NJ37 Collingswood Borough, New Jersey 0.1128930571% NJ38 Cranford Township, New Jersey 0.0684441330% NJ39 Cumberland County, New Jersey 0.9862828059% NJ40 Delran Township, New Jersey 0.0837486054% NJ41 Denville Township, New Jersey 0.0795654377% NJ42 Deptford Township, New Jersey 0.2200095463% NJ43 Dover Town, New Jersey 0.1186530251% NJ44 Dumont Borough, New Jersey 0.0403826120% NJ45 East Brunswick Township, New Jersey 0.0972927881% NJ46 East Greenwich Township, New Jersey 0.0212104162% NJ47 East Hanover Township, New Jersey 0.0890156417% NJ48 East Orange City, New Jersey 1.2844844553% NJ49 East Windsor Township, New Jersey 0.0422463462% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-119 State ID Qualifying Subdivision Consolidated State Allocation NJ50 Eatontown Borough, New Jersey 0.0974794194% NJ51 Edgewater Borough, New Jersey 0.0546948904% NJ52 Edison Township, New Jersey 2.4018132631% NJ53 Egg Harbor Township, New Jersey 0.1572891336% NJ54 Elizabeth City, New Jersey 0.7646308101% NJ55 Elmwood Park Borough, New Jersey 0.0462435391% NJ56 Englewood City, New Jersey 0.6429812736% NJ57 Essex County, New Jersey 1.4898498664% NJ58 Evesham Township, New Jersey 0.1745115947% NJ59 Ewing Township, New Jersey 0.0839796907% NJ60 Fair Lawn Borough, New Jersey 0.0699332916% NJ61 Fairview Borough, New Jersey 0.0347025484% NJ62 Florence Township, New Jersey 0.0676007282% NJ63 Florham Park Borough, New Jersey 0.0674975182% NJ64 Fort Lee Borough, New Jersey 0.1848366682% NJ65 Franklin Lakes Borough, New Jersey 0.0273076336% NJ66 Franklin Township, Gloucester County, New Jersey 0.0870963870% NJ67 Franklin Township, Somerset County, New Jersey 0.3236022203% NJ68 Freehold Borough, New Jersey 0.0816675723% NJ69 Freehold Township, New Jersey 0.1512818556% NJ70 Galloway Township, New Jersey 0.0846515634% NJ71 Garfield City, New Jersey 0.0989196224% NJ72 Glassboro Borough, New Jersey 0.1948186777% NJ73 Glen Rock Borough, New Jersey 0.0253178060% NJ74 Gloucester City, New Jersey 0.1325275640% NJ75 Gloucester County, New Jersey 4.7022029491% NJ76 Gloucester Township, New Jersey 0.3259502581% NJ77 Guttenberg Town, New Jersey 0.0382186733% NJ78 Hackensack City, New Jersey 0.2554139785% NJ79 Haddon Township, New Jersey 0.0831057121% NJ80 Haddonfield Borough, New Jersey 0.0710479214% NJ81 Hamilton Township, Atlantic County, New Jersey 0.0939608561% NJ82 Hamilton Township, Mercer County, New Jersey 0.1394262176% NJ83 Hammonton Town, New Jersey 0.0463451547% NJ84 Hanover Township, New Jersey 0.0711651990% NJ85 Harrison Town, New Jersey 0.2059190684% NJ86 Harrison Township, New Jersey 0.0478487561% NJ87 Hasbrouck Heights Borough, New Jersey 0.0360845581% NJ88 Hawthorne Borough, New Jersey 0.0380122534% NJ89 Hazlet Township, New Jersey 0.0810519234% NJ90 Highland Park Borough, New Jersey 0.0606246554% NJ91 Hillsborough Township, New Jersey 0.1405113053% NJ92 Hillsdale Borough, New Jersey 0.0247027667% NJ93 Hillside Township, New Jersey 0.1085603967% NJ94 Hoboken City, New Jersey 0.1803633309% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-120 State ID Qualifying Subdivision Consolidated State Allocation NJ95 Holmdel Township, New Jersey 0.1058875828% NJ96 Hopatcong Borough, New Jersey 0.0677558479% NJ97 Hopewell Township, Mercer County, New Jersey 0.0275878151% NJ98 Howell Township, New Jersey 0.2067529072% NJ99 Hudson County, New Jersey 0.9363280231% NJ100 Hunterdon County, New Jersey 0.8037645396% NJ101 Irvington Township, New Jersey 0.9244040630% NJ102 Jackson Township, New Jersey 0.2670097394% NJ103 Jefferson Township, New Jersey 0.0866198206% NJ104 Jersey City, New Jersey 0.9916102863% NJ105 Kearny Town, New Jersey 0.1071857960% NJ106 Lacey Township, New Jersey 0.1502291236% NJ107 Lakewood Township, New Jersey 0.7730028665% NJ108 Lawrence Township, Mercer County, New Jersey 0.0644503163% NJ109 Lincoln Park Borough, New Jersey 0.0595261565% NJ110 Linden City, New Jersey 0.2495261821% NJ111 Lindenwold Borough, New Jersey 0.1004455914% NJ112 Little Egg Harbor Township, New Jersey 0.1465902816% NJ113 Little Falls Township, New Jersey 0.0348320180% NJ114 Little Ferry Borough, New Jersey 0.0258966914% NJ115 Livingston Township, New Jersey 0.0484285793% NJ116 Lodi Borough, New Jersey 0.1078340351% NJ117 Long Branch City, New Jersey 0.5243184480% NJ118 Lower Township, New Jersey 0.0710329159% NJ119 Lumberton Township, New Jersey 0.0461973502% NJ120 Lyndhurst Township, New Jersey 0.0645354727% NJ121 Madison Borough, New Jersey 0.1424930674% NJ122 Mahwah Township, New Jersey 0.0610985020% NJ123 Manalapan Township, New Jersey 0.1318410608% NJ124 Manchester Township, New Jersey 0.2136801182% NJ125 Mantua Township, New Jersey 0.0853984170% NJ126 Manville Borough, New Jersey 0.0574532358% NJ127 Maple Shade Township, New Jersey 0.1058088976% NJ128 Maplewood Township, New Jersey 0.0589307182% NJ129 Marlboro Township, New Jersey 0.1588151495% NJ130 Medford Township, New Jersey 0.1130775783% NJ131 Mercer County, New Jersey 1.1117204895% NJ132 Metuchen Borough, New Jersey 0.0339468322% NJ133 Middle Township, New Jersey 0.0695160908% NJ134 Middlesex Borough, New Jersey 0.0317606196% NJ135 Middlesex County, New Jersey 2.2387299770% NJ136 Middletown Township, New Jersey 0.3292948041% NJ137 Millburn Township, New Jersey 0.0627532842% NJ138 Millstone Township, New Jersey 0.0066098909% NJ139 Millville City, New Jersey 0.2397981412% NJ140 Monmouth County, New Jersey 4.4617935668% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-121 State ID Qualifying Subdivision Consolidated State Allocation NJ141 Monroe Township, Gloucester County, New Jersey 0.2271632002% NJ142 Monroe Township, Middlesex County, New Jersey 0.1024216796% NJ143 Montclair Township, New Jersey 0.5843666564% NJ144 Montgomery Township, New Jersey 0.0805666350% NJ145 Montville Township, New Jersey 0.0902727303% NJ146 Moorestown Township, New Jersey 0.1000871936% NJ147 Morris County, New Jersey 2.3575766204% NJ148 Morris Township, New Jersey 0.1125747053% NJ149 Morristown, New Jersey 0.2369807115% NJ150 Mount Laurel Township, New Jersey 0.1725831491% NJ151 Mount Olive Township, New Jersey 0.1068809023% NJ152 Neptune Township, New Jersey 0.2450351195% NJ153 New Brunswick City, New Jersey 1.8327331194% NJ154 New Milford Borough, New Jersey 0.0368443070% NJ155 New Providence Borough, New Jersey 0.0258412178% NJ156 Newark City, New Jersey 1.7760400546% NJ157 North Arlington Borough, New Jersey 0.0408890956% NJ158 North Bergen Township, New Jersey 0.1110635074% NJ159 North Brunswick Township, New Jersey 0.1217197343% NJ160 North Plainfield Borough, New Jersey 0.1454941742% NJ161 Nutley Township, New Jersey 0.0574061090% NJ162 Oakland Borough, New Jersey 0.0335231134% NJ163 Ocean City, New Jersey 0.1910428164% NJ164 Ocean County, New Jersey 4.9497293624% NJ165 Ocean Township, Monmouth County, New Jersey 0.1387263032% NJ166 Old Bridge Township, New Jersey 0.1263966779% NJ167 Orange City Township, New Jersey 0.5609302630% NJ168 Palisades Park Borough, New Jersey 0.0366345109% NJ169 Paramus Borough, New Jersey 0.1129786355% NJ170 Parsippany-Troy Hills Township, New Jersey 0.2342890939% NJ171 Passaic City, New Jersey 0.4984612868% NJ172 Passaic County, New Jersey 2.1805505203% NJ173 Paterson City, New Jersey 0.9805526614% NJ174 Pemberton Township, New Jersey 0.1182059071% NJ175 Pennsauken Township, New Jersey 0.3221185950% NJ176 Pennsville Township, New Jersey 0.0340920576% NJ177 Pequannock Township, New Jersey 0.0769477223% NJ178 Perth Amboy City, New Jersey 0.3436749356% NJ179 Phillipsburg Town, New Jersey 0.1544595119% NJ180 Pine Hill Borough, New Jersey 0.0482528270% NJ181 Piscataway Township, New Jersey 0.1067019613% NJ182 Plainfield City, New Jersey 0.3012229667% NJ183 Plainsboro Township, New Jersey 0.0503298743% NJ184 Pleasantville City, New Jersey 0.1421175070% NJ185 Point Pleasant Borough, New Jersey 0.1109970141% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-122 State ID Qualifying Subdivision Consolidated State Allocation NJ186 Pompton Lakes Borough, New Jersey 0.0290573727% NJ187 Princeton, New Jersey 0.0503970240% NJ188 Rahway City, New Jersey 0.1444485698% NJ189 Ramsey Borough, New Jersey 0.0402523452% NJ190 Randolph Township, New Jersey 0.0853331898% NJ191 Raritan Township, New Jersey 0.1071670391% NJ192 Readington Township, New Jersey 0.0850076166% NJ193 Red Bank Borough, New Jersey 0.1420636747% NJ194 Ridgefield Borough, New Jersey 0.0201153405% NJ195 Ridgefield Park Village, New Jersey 0.0392827532% NJ196 Ridgewood Village, New Jersey 0.0849185213% NJ197 Ringwood Borough, New Jersey 0.0309822545% NJ198 River Edge Borough, New Jersey 0.0266057498% NJ199 Robbinsville Township, New Jersey 0.0338593312% NJ200 Rockaway Township, New Jersey 0.1290497970% NJ201 Roselle Borough, New Jersey 0.0912325687% NJ202 Roselle Park Borough, New Jersey 0.0316673040% NJ203 Roxbury Township, New Jersey 0.1057717120% NJ204 Rutherford Borough, New Jersey 0.0459830524% NJ205 Saddle Brook Township, New Jersey 0.0390656888% NJ206 Salem County, New Jersey 0.9344056735% NJ207 Sayreville Borough, New Jersey 0.1477057086% NJ208 Scotch Plains Township, New Jersey 0.0484433504% NJ209 Secaucus Town, New Jersey 0.0516659295% NJ210 Somers Point City, New Jersey 0.0439926621% NJ211 Somerset County, New Jersey 1.4647125488% NJ212 Somerville Borough, New Jersey 0.0756287358% NJ213 South Brunswick Township, New Jersey 0.1037777110% NJ214 South Orange Village Township, New Jersey 0.0488891085% NJ215 South Plainfield Borough, New Jersey 0.0899775902% NJ216 South River Borough, New Jersey 0.0421568288% NJ217 Southampton Township, New Jersey 0.0127996268% NJ218 Sparta Township, New Jersey 0.1069549921% NJ219 Springfield Township, Union County, New Jersey 0.0573437423% NJ220 Stafford Township, New Jersey 0.2155115906% NJ221 Summit City, New Jersey 0.5428090174% NJ222 Sussex County, New Jersey 1.2735318221% NJ223 Teaneck Township, New Jersey 0.1723477966% NJ224 Tenafly Borough, New Jersey 0.0450713724% NJ225 Tinton Falls Borough, New Jersey 0.0881640307% NJ226 Toms River Township, New Jersey 0.5620940829% NJ227 Totowa Borough, New Jersey 0.0342545863% NJ228 Trenton City, New Jersey 1.9352906929% NJ229 Union City, New Jersey 0.9841875644% NJ230 Union County, New Jersey 1.7400474523% NJ231 Union Township, Union County, New Jersey 0.2247240506% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-123 State ID Qualifying Subdivision Consolidated State Allocation NJ232 Upper Township, New Jersey 0.0173930552% NJ233 Vernon Township, New Jersey 0.0783616187% NJ234 Verona Township, New Jersey 0.0234318917% NJ235 Vineland City, New Jersey 0.5000169856% NJ236 Voorhees Township, New Jersey 0.1406021825% NJ237 Waldwick Borough, New Jersey 0.0421770394% NJ238 Wall Township, New Jersey 0.1650847899% NJ239 Wallington Borough, New Jersey 0.0235956865% NJ240 Wanaque Borough, New Jersey 0.0311245257% NJ241 Wantage Township, New Jersey 0.0091403397% NJ242 Warren County, New Jersey 1.0382472049% NJ243 Warren Township, New Jersey 0.0736326246% NJ244 Washington Township, Gloucester County, New Jersey 0.2470375143% NJ245 Washington Township, Morris County, New Jersey 0.0524274135% NJ246 Waterford Township, New Jersey 0.0648566849% NJ247 Wayne Township, New Jersey 0.1724444886% NJ248 Weehawken Township, New Jersey 0.0282451513% NJ249 West Caldwell Township, New Jersey 0.0246748189% NJ250 West Deptford Township, New Jersey 0.1402059895% NJ251 West Milford Township, New Jersey 0.0644752630% NJ252 West New York Town, New Jersey 0.6157331463% NJ253 West Orange Township, New Jersey 0.1051193933% NJ254 West Windsor Township, New Jersey 0.0458605228% NJ255 Westfield Town, New Jersey 0.0887745684% NJ256 Westwood Borough, New Jersey 0.0348328152% NJ257 Willingboro Township, New Jersey 0.2091808026% NJ258 Winslow Township, New Jersey 0.1817978600% NJ259 Woodbridge Township, New Jersey 0.3688029685% NJ260 Woodland Park Borough, New Jersey 0.0292498655% NJ261 Woolwich Township, New Jersey 0.0599291958% NJ262 Wyckoff Township, New Jersey 0.0296665036% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-124 State ID Qualifying Subdivision Consolidated State Allocation NM1 Alamogordo City, New Mexico 0.9683526415% NM2 Albuquerque City, New Mexico 26.1703568498% NM3 Artesia City, New Mexico 0.5562791550% NM4 Bernalillo County, New Mexico 15.2005970834% NM5 Bernalillo Town, New Mexico 0.2863480762% NM6 Carlsbad City, New Mexico 0.8261484924% NM7 Catron County, New Mexico 0.1129940051% NM8 Chaves County, New Mexico 1.0935494443% NM9 Cibola County, New Mexico 0.7723148257% NM10 Clovis City, New Mexico 0.9103511516% NM11 Colfax County, New Mexico 0.7448541610% NM12 Curry County, New Mexico 0.4952954732% NM13 De Baca County, New Mexico 0.0650725663% NM14 Deming City, New Mexico 0.2484870948% NM15 Dona Ana County, New Mexico 4.1009817203% NM16 Eddy County, New Mexico 1.2155709374% NM17 Española City, New Mexico 1.0869232440% NM18 Farmington City, New Mexico 1.4120396740% NM19 Gallup City, New Mexico 0.7722895935% NM20 Grant County, New Mexico 1.8057321396% NM21 Guadalupe County, New Mexico 0.1869187026% NM22 Harding County, New Mexico 0.0102668257% NM23 Hidalgo County, New Mexico 0.1965507765% NM24 Hobbs City, New Mexico 0.5477699843% NM25 Las Cruces City, New Mexico 2.7789710876% NM26 Las Vegas City, New Mexico 0.9509305850% NM27 Lea County, New Mexico 1.3193643533% NM28 Lincoln County, New Mexico 1.2208675842% NM29 Los Alamos County, New Mexico 0.5915454490% NM30 Los Lunas Village, New Mexico 1.0566950725% NM31 Lovington City, New Mexico 0.1729179347% NM32 Luna County, New Mexico 0.5889582326% NM33 McKinley County, New Mexico 1.0214669791% NM34 Mora County, New Mexico 0.1903934157% NM35 Otero County, New Mexico 1.6062640137% NM36 Portales City, New Mexico 0.2248670805% NM37 Quay County, New Mexico 0.4733520608% NM38 Rio Arriba County, New Mexico 3.5113726662% NM39 Rio Rancho City, New Mexico 2.3456255907% NM40 Roosevelt County, New Mexico 0.3148139409% NM41 Roswell City, New Mexico 1.4423383265% NM42 San Juan County, New Mexico 2.4064498445% NM43 San Miguel County, New Mexico 0.7151901194% NM44 Sandoval County, New Mexico 1.9253935060% NM45 Santa Fe City, New Mexico 4.5408953413% NM46 Santa Fe County, New Mexico 3.5143193357% NM47 Sierra County, New Mexico 1.0308488455% NM48 Socorro County, New Mexico 0.7363065077% NM49 Sunland Park City, New Mexico 0.2012417097% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-125 State ID Qualifying Subdivision Consolidated State Allocation NM50 Taos County, New Mexico 1.7429125688% NM51 Torrance County, New Mexico 0.7071523256% NM52 Union County, New Mexico 0.1108929666% NM53 Valencia County, New Mexico 2.7716079380% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-126 State ID Qualifying Subdivision Consolidated State Allocation NY1 Albany City, New York Allocations in New York will be made in accordance with the New York Agreement. NY2 Albany County, New York NY3 Allegany County, New York NY4 Broome County, New York NY5 Buffalo City, New York NY6 Cattaraugus County, New York NY7 Cayuga County, New York NY8 Chautauqua County, New York NY9 Chemung County, New York NY10 Chenango County, New York NY11 Clinton County, New York NY12 Columbia County, New York NY13 Cortland County, New York NY14 Delaware County, New York NY15 Dutchess County, New York NY16 Erie County, New York NY17 Essex County, New York NY18 Franklin County, New York NY19 Fulton County, New York NY20 Genesee County, New York NY21 Greene County, New York NY22 Hamilton County, New York NY23 Herkimer County, New York NY24 Jefferson County, New York NY25 Lewis County, New York NY26 Livingston County, New York NY27 Madison County, New York NY28 Monroe County, New York NY29 Montgomery County, New York NY30 Nassau County, New York NY31 New York City, New York NY32 Niagara County, New York NY33 Oneida County, New York NY34 Onondaga County, New York NY35 Ontario County, New York NY36 Orange County, New York NY37 Orleans County, New York NY38 Oswego County, New York NY39 Otsego County, New York NY40 Putnam County, New York NY41 Rensselaer County, New York NY42 Rochester City, New York NY43 Rockland County, New York NY44 Saratoga County, New York NY45 Schenectady County, New York NY46 Schoharie County, New York NY47 Schuyler County, New York AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-127 State ID Qualifying Subdivision Consolidated State Allocation NY48 Seneca County, New York Allocations in New York will be made in accordance with the New York Agreement. NY49 St Lawrence County, New York NY50 Steuben County, New York NY51 Suffolk County, New York NY52 Sullivan County, New York NY53 Syracuse City, New York NY54 Tioga County, New York NY55 Tompkins County, New York NY56 Ulster County, New York NY57 Warren County, New York NY58 Washington County, New York NY59 Wayne County, New York NY60 Westchester County, New York NY61 Wyoming County, New York NY62 Yates County, New York NY63 Yonkers City, New York AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-128 State ID Qualifying Subdivision Consolidated State Allocation NC1 Alamance County, North Carolina 1.3780289676% NC2 Alexander County, North Carolina 0.5100078796% NC3 Alleghany County, North Carolina 0.1490905989% NC4 Anson County, North Carolina 0.1821929604% NC5 Ashe County, North Carolina 0.3386391883% NC6 Asheville City, North Carolina 0.2358147243% NC7 Avery County, North Carolina 0.2659967669% NC8 Beaufort County, North Carolina 0.4778884349% NC9 Bertie County, North Carolina 0.1394685751% NC10 Bladen County, North Carolina 0.4292178095% NC11 Brunswick County, North Carolina 2.1132385076% NC12 Buncombe County, North Carolina 2.5115878573% NC13 Burke County, North Carolina 2.0901968270% NC14 Cabarrus County, North Carolina 1.6695734466% NC15 Caldwell County, North Carolina 1.2763011462% NC16 Camden County, North Carolina 0.0730364004% NC17 Canton Town, North Carolina 0.0114538232% NC18 Carteret County, North Carolina 1.1284655939% NC19 Cary Town, North Carolina 0.1441516454% NC20 Caswell County, North Carolina 0.1729202375% NC21 Catawba County, North Carolina 2.0726952227% NC22 Charlotte City, North Carolina 1.2474838144% NC23 Chatham County, North Carolina 0.4498143831% NC24 Cherokee County, North Carolina 0.7827591529% NC25 Chowan County, North Carolina 0.1137055961% NC26 Clay County, North Carolina 0.2244299489% NC27 Cleveland County, North Carolina 1.1199280277% NC28 Columbus County, North Carolina 1.2209369390% NC29 Concord City, North Carolina 0.2274558703% NC30 Craven County, North Carolina 1.3368601902% NC31 Cumberland County, North Carolina 2.6372996596% NC32 Currituck County, North Carolina 0.1867785513% NC33 Dare County, North Carolina 0.5331267313% NC34 Davidson County, North Carolina 1.9402695304% NC35 Davie County, North Carolina 0.5131475269% NC36 Duplin County, North Carolina 0.3827851474% NC37 Durham City, North Carolina 0.3804050267% NC38 Durham County, North Carolina 1.7979943624% NC39 Edgecombe County, North Carolina 0.4171019390% NC40 Fayetteville City, North Carolina 0.3097690552% NC41 Forsyth County, North Carolina 3.0684508095% NC42 Franklin County, North Carolina 0.5005036433% NC43 Gaston County, North Carolina 3.0981738869% NC44 Gastonia City, North Carolina 0.2577638238% NC45 Gates County, North Carolina 0.0795675166% NC46 Graham County, North Carolina 0.1834845617% NC47 Granville County, North Carolina 0.5901034093% NC48 Greene County, North Carolina 0.1232748186% NC49 Greensboro City, North Carolina 0.5273916964% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-129 State ID Qualifying Subdivision Consolidated State Allocation NC50 Greenville City, North Carolina 0.1626564747% NC51 Guilford County, North Carolina 3.3750152311% NC52 Halifax County, North Carolina 0.4531611740% NC53 Harnett County, North Carolina 0.9889807722% NC54 Haywood County, North Carolina 0.8033151101% NC55 Henderson City, North Carolina 0.0322534788% NC56 Henderson County, North Carolina 1.3815950870% NC57 Hertford County, North Carolina 0.2068430501% NC58 Hickory City, North Carolina 0.0948758357% NC59 High Point City, North Carolina 0.2064287629% NC60 Hoke County, North Carolina 0.3324858046% NC61 Hyde County, North Carolina 0.0272373541% NC62 Iredell County, North Carolina 2.1159313745% NC63 Jackson County, North Carolina 0.5077577313% NC64 Jacksonville City, North Carolina 0.0950098698% NC65 Johnston County, North Carolina 1.2508874682% NC66 Jones County, North Carolina 0.0879669870% NC67 Lee County, North Carolina 0.6531156836% NC68 Lenoir County, North Carolina 0.6042825926% NC69 Lincoln County, North Carolina 0.9268336271% NC70 Macon County, North Carolina 0.2377764961% NC71 Madison County, North Carolina 0.2328822206% NC72 Martin County, North Carolina 0.5875445765% NC73 McDowell County, North Carolina 0.4667676661% NC74 Mecklenburg County, North Carolina 5.0383012599% NC75 Mitchell County, North Carolina 0.3093141516% NC76 Montgomery County, North Carolina 0.2260505430% NC77 Moore County, North Carolina 0.9717391128% NC78 Nash County, North Carolina 0.8456536396% NC79 New Hanover County, North Carolina 2.8972648920% NC80 Northampton County, North Carolina 0.1209962389% NC81 Onslow County, North Carolina 1.6440013647% NC82 Orange County, North Carolina 1.0558394190% NC83 Pamlico County, North Carolina 0.1199361510% NC84 Pasquotank County, North Carolina 0.3748162108% NC85 Pender County, North Carolina 0.5857493319% NC86 Perquimans County, North Carolina 0.1118331803% NC87 Person County, North Carolina 0.4030242967% NC88 Pitt County, North Carolina 1.3690080664% NC89 Polk County, North Carolina 0.2661429860% NC90 Raleigh City, North Carolina 0.5667246127% NC91 Randolph County, North Carolina 1.5254339862% NC92 Richmond County, North Carolina 0.7491328400% NC93 Robeson County, North Carolina 1.3597353436% NC94 Rockingham County, North Carolina 1.3653688375% NC95 Rowan County, North Carolina 2.3352192879% NC96 Rutherford County, North Carolina 0.9289416180% NC97 Sampson County, North Carolina 0.6195137405% NC98 Scotland County, North Carolina 0.4491482742% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-130 State ID Qualifying Subdivision Consolidated State Allocation NC99 Stanly County, North Carolina 0.7249742086% NC100 Stokes County, North Carolina 0.6239531124% NC101 Surry County, North Carolina 1.4108267061% NC102 Swain County, North Carolina 0.2811629286% NC103 Transylvania County, North Carolina 0.4975955095% NC104 Tyrrell County, North Carolina 0.0414409072% NC105 Union County, North Carolina 1.4667026799% NC106 Vance County, North Carolina 0.5362582553% NC107 Wake County, North Carolina 4.9024556672% NC108 Warren County, North Carolina 0.1063905835% NC109 Washington County, North Carolina 0.0747707205% NC110 Watauga County, North Carolina 0.4696757999% NC111 Wayne County, North Carolina 0.9706993331% NC112 Wilkes County, North Carolina 1.9971771606% NC113 Wilmington City, North Carolina 0.1194974940% NC114 Wilson County, North Carolina 0.6464708415% NC115 Winston-Salem City, North Carolina 0.4944599238% NC116 Yadkin County, North Carolina 0.5621471451% NC117 Yancey County, North Carolina 0.3821149769% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-131 State ID Qualifying Subdivision Consolidated State Allocation ND1 Adams County, North Dakota 0.3266859369% ND2 Barnes County, North Dakota 1.1596409120% ND3 Benson County, North Dakota 0.8243618844% ND4 Billings County, North Dakota 0.0531198558% ND5 Bismarck City, North Dakota 7.8720018475% ND6 Bottineau County, North Dakota 0.6564106964% ND7 Bowman County, North Dakota 0.3537618912% ND8 Burke County, North Dakota 0.1340272238% ND9 Burleigh County, North Dakota 5.9258321732% ND10 Cass County, North Dakota 9.2593207065% ND11 Cavalier County, North Dakota 0.4775832577% ND12 Devils Lake City, North Dakota 0.3622623619% ND13 Dickey County, North Dakota 0.6064663883% ND14 Dickinson City, North Dakota 1.0573324109% ND15 Divide County, North Dakota 0.1925705034% ND16 Dunn County, North Dakota 0.5017615248% ND17 Eddy County, North Dakota 0.2227970127% ND18 Emmons County, North Dakota 0.7218887252% ND19 Fargo City, North Dakota 12.8639966005% ND20 Foster County, North Dakota 0.3938546507% ND21 Golden Valley County, North Dakota 0.2278631874% ND22 Grand Forks City, North Dakota 7.1999971538% ND23 Grand Forks County, North Dakota 5.4639296523% ND24 Grant County, North Dakota 0.2093626818% ND25 Griggs County, North Dakota 0.2073426807% ND26 Hettinger County, North Dakota 0.2096684753% ND27 Jamestown City, North Dakota 0.7024664288% ND28 Kidder County, North Dakota 0.3074782839% ND29 La Moure County, North Dakota 0.3036088203% ND30 Lisbon City, North Dakota 0.1372424658% ND31 Logan County, North Dakota 0.1641331799% ND32 Mandan City, North Dakota 1.1262932510% ND33 McHenry County, North Dakota 0.3973374621% ND34 McIntosh County, North Dakota 0.2870077627% ND35 McKenzie County, North Dakota 1.2312553926% ND36 McLean County, North Dakota 1.1384661837% ND37 Mercer County, North Dakota 1.1241071216% ND38 Minot City, North Dakota 2.8909627339% ND39 Morton County, North Dakota 2.6703636118% ND40 Mountrail County, North Dakota 1.1142893867% ND41 Nelson County, North Dakota 0.4740975060% ND42 Oliver County, North Dakota 0.2228234756% ND43 Pembina County, North Dakota 1.2530005434% ND44 Pierce County, North Dakota 0.7284574044% ND45 Ramsey County, North Dakota 1.2734343106% ND46 Ransom County, North Dakota 0.6183673413% ND47 Renville County, North Dakota 0.2860845016% ND48 Richland County, North Dakota 2.4309493698% ND49 Rolette County, North Dakota 1.8198034592% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-132 State ID Qualifying Subdivision Consolidated State Allocation ND50 Sargent County, North Dakota 0.5773674924% ND51 Sheridan County, North Dakota 0.0895886685% ND52 Sioux County, North Dakota 0.6666209643% ND53 Slope County, North Dakota 0.0470907257% ND54 Stark County, North Dakota 3.3526741338% ND55 Steele County, North Dakota 0.2434939387% ND56 Stutsman County, North Dakota 1.9758860377% ND57 Towner County, North Dakota 0.1807489391% ND58 Traill County, North Dakota 1.0587643476% ND59 Walsh County, North Dakota 2.0521094729% ND60 Ward County, North Dakota 3.4849842097% ND61 Wells County, North Dakota 0.4346604383% ND62 West Fargo City, North Dakota 1.8417059171% ND63 Williams County, North Dakota 2.3067369406% ND64 Williston City, North Dakota 1.5016973817% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-133 State ID Qualifying Subdivision Consolidated State Allocation OH1 Aberdeen Village, Ohio 0.0087437716% OH2 Ada Village, Ohio 0.0077636351% OH3 Adams County, Ohio 0.3473544585% OH4 Adams Township, Champaign County, Ohio 0.0001374611% OH5 Adams Township, Clinton County, Ohio 0.0003122525% OH6 Adams Township, Darke County, Ohio 0.0016731027% OH7 Adams Township, Monroe County, Ohio 0.0000311703% OH8 Adams Township, Muskingum County, Ohio 0.0001003092% OH9 Adams Township, Seneca County, Ohio 0.0003810303% OH10 Adams Township, Washington County, Ohio 0.0001169753% OH11 Adamsville Village, Ohio 0.0000910884% OH12 Addyston Village, Ohio 0.0025217854% OH13 Adelphi Village, Ohio 0.0020068066% OH14 Adena Village, Ohio 0.0003568983% OH15 Aid Township, Ohio 0.0003303244% OH16 Akron City, Ohio 0.8812077621% OH17 Albany Village, Ohio 0.0019488925% OH18 Alexander Township, Ohio 0.0001250626% OH19 Alexandria Village, Ohio 0.0005560173% OH20 Alger Village, Ohio 0.0005166462% OH21 Allen County, Ohio 0.4092999560% OH22 Allen Township, Darke County, Ohio 0.0006643202% OH23 Allen Township, Hancock County, Ohio 0.0005903230% OH24 Allen Township, Ottawa County, Ohio 0.0005976710% OH25 Allen Township, Union County, Ohio 0.0028518922% OH26 Alliance City, Ohio 0.0889490116% OH27 Amanda Township, Fairfield County, Ohio 0.0018577114% OH28 Amanda Township, Hancock County, Ohio 0.0001616361% OH29 Amanda Village, Ohio 0.0005782400% OH30 Amberley Village, Ohio 0.0192140009% OH31 Amboy Township, Ohio 0.0017244001% OH32 Amelia Village, Ohio 0.0138770427% OH33 American Township, Ohio 0.0193901533% OH34 Ames Township, Ohio 0.0004272973% OH35 Amesville Village, Ohio 0.0000937970% OH36 Amherst City, Ohio 0.0344767089% OH37 Amherst Township, Ohio 0.0134400730% OH38 Amsterdam Village, Ohio 0.0003984552% OH39 Anderson Township, Ohio 0.0760877775% OH40 Andover Township, Ohio 0.0010566751% OH41 Andover Village, Ohio 0.0040505880% OH42 Anna Village, Ohio 0.0028751504% OH43 Ansonia Village, Ohio 0.0014885693% OH44 Antioch Village, Ohio 0.0000311703% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-134 State ID Qualifying Subdivision Consolidated State Allocation OH45 Antwerp Village, Ohio 0.0009282725% OH46 Apple Creek Village, Ohio 0.0004832518% OH47 Aquilla Village, Ohio 0.0000095709% OH48 Arcadia Village, Ohio 0.0000210830% OH49 Arcanum Village, Ohio 0.0034200188% OH50 Archbold Village, Ohio 0.0168893369% OH51 Arlington Heights Village, Ohio 0.0024048815% OH52 Arlington Village, Ohio 0.0017280808% OH53 Ashland City, Ohio 0.0677959091% OH54 Ashland County, Ohio 0.2064379332% OH55 Ashley Village, Ohio 0.0012125812% OH56 Ashtabula City, Ohio 0.0931048204% OH57 Ashtabula County, Ohio 0.7429130666% OH58 Ashtabula Township, Ohio 0.0174821031% OH59 Ashville Village, Ohio 0.0024582550% OH60 Athalia Village, Ohio 0.0000173855% OH61 Athens City, Ohio 0.0700871751% OH62 Athens County, Ohio 0.4584170235% OH63 Athens Township, Athens County, Ohio 0.0025846274% OH64 Athens Township, Harrison County, Ohio 0.0003148983% OH65 Attica Village, Ohio 0.0007921419% OH66 Atwater Township, Ohio 0.0004753019% OH67 Auburn Township, Crawford County, Ohio 0.0007613308% OH68 Auburn Township, Geauga County, Ohio 0.0067953249% OH69 Auburn Township, Tuscarawas County, Ohio 0.0000098536% OH70 Auglaize County, Ohio 0.1648586210% OH71 Auglaize Township, Allen County, Ohio 0.0010226874% OH72 Auglaize Township, Paulding County, Ohio 0.0000730923% OH73 Augusta Township, Ohio 0.0004684152% OH74 Aurelius Township, Ohio 0.0000083554% OH75 Aurora City, Ohio 0.0294524674% OH76 Austinburg Township, Ohio 0.0004813742% OH77 Austintown Township, Ohio 0.0890063352% OH78 Avon City, Ohio 0.0729757005% OH79 Avon Lake City, Ohio 0.0663140992% OH80 Bailey Lakes Village, Ohio 0.0000813388% OH81 Bainbridge Township, Ohio 0.0406379571% OH82 Bainbridge Village, Ohio 0.0022724133% OH83 Bairdstown Village, Ohio 0.0000612234% OH84 Ballville Township, Ohio 0.0021521086% OH85 Baltic Village, Ohio 0.0009410120% OH86 Baltimore Village, Ohio 0.0031532207% OH87 Barberton City, Ohio 0.1164193916% OH88 Barlow Township, Ohio 0.0003258598% OH89 Barnesville Village, Ohio 0.0106861443% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-135 State ID Qualifying Subdivision Consolidated State Allocation OH90 Barnhill Village, Ohio 0.0006601909% OH91 Bartlow Township, Ohio 0.0001082864% OH92 Batavia Township, Ohio 0.0000517157% OH93 Batavia Village, Ohio 0.0047750818% OH94 Batesville Village, Ohio 0.0000517432% OH95 Bath Township, Allen County, Ohio 0.0088564730% OH96 Bath Township, Greene County, Ohio 0.0001754181% OH97 Bath Township, Summit County, Ohio 0.0489522386% OH98 Baughman Township, Ohio 0.0001353105% OH99 Bay Township, Ohio 0.0000549583% OH100 Bay View Village, Ohio 0.0012986334% OH101 Bay Village City, Ohio 0.0295102794% OH102 Bazetta Township, Ohio 0.0331455317% OH103 Beach City Village, Ohio 0.0006531299% OH104 Beachwood City, Ohio 0.0573216138% OH105 Beallsville Village, Ohio 0.0001580913% OH106 Bearfield Township, Ohio 0.0005486478% OH107 Beaver Township, Mahoning County, Ohio 0.0148139167% OH108 Beaver Township, Pike County, Ohio 0.0003380168% OH109 Beaver Village, Ohio 0.0001859093% OH110 Beavercreek City, Ohio 0.0843658046% OH111 Beavercreek Township, Ohio 0.1348759090% OH112 Beaverdam Village, Ohio 0.0000749971% OH113 Bedford City, Ohio 0.0429793572% OH114 Bedford Heights City, Ohio 0.0386687782% OH115 Bedford Township, Ohio 0.0000306151% OH116 Bellaire Village, Ohio 0.0010264323% OH117 Bellbrook City, Ohio 0.0237949542% OH118 Belle Center Village, Ohio 0.0005231767% OH119 Belle Valley Village, Ohio 0.0001073626% OH120 Bellefontaine City, Ohio 0.0729400123% OH121 Bellevue City, Ohio 0.0299834456% OH122 Bellville Village, Ohio 0.0011239941% OH123 Belmont County, Ohio 0.4904799617% OH124 Belmont Village, Ohio 0.0011248573% OH125 Belmore Village, Ohio 0.0002483511% OH126 Beloit Village, Ohio 0.0037587550% OH127 Belpre City, Ohio 0.0099429019% OH128 Belpre Township, Ohio 0.0009358025% OH129 Bennington Township, Licking County, Ohio 0.0005560173% OH130 Bennington Township, Morrow County, Ohio 0.0001476031% OH131 Bentleyville Village, Ohio 0.0019992236% OH132 Benton Ridge Village, Ohio 0.0000914068% OH133 Benton Township, Hocking County, Ohio 0.0001089904% OH134 Benton Township, Ottawa County, Ohio 0.0007968947% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-136 State ID Qualifying Subdivision Consolidated State Allocation OH135 Benton Township, Paulding County, Ohio 0.0002485139% OH136 Benton Township, Pike County, Ohio 0.0003718185% OH137 Berea City, Ohio 0.0293403849% OH138 Bergholz Village, Ohio 0.0002390731% OH139 Berkey Village, Ohio 0.0003639406% OH140 Berkshire Township, Ohio 0.0000742397% OH141 Berlin Heights Village, Ohio 0.0009142379% OH142 Berlin Township, Delaware County, Ohio 0.0000164977% OH143 Berlin Township, Erie County, Ohio 0.0001350579% OH144 Berlin Township, Holmes County, Ohio 0.0000814306% OH145 Berlin Township, Mahoning County, Ohio 0.0014985886% OH146 Bern Township, Ohio 0.0001354845% OH147 Berne Township, Ohio 0.0001629571% OH148 Bethel Township, Clark County, Ohio 0.0138134025% OH149 Bethel Township, Monroe County, Ohio 0.0000498724% OH150 Bethel Village, Ohio 0.0057576798% OH151 Bethesda Village, Ohio 0.0006889751% OH152 Bethlehem Township, Coshocton County, Ohio 0.0000765378% OH153 Bethlehem Township, Stark County, Ohio 0.0015140738% OH154 Bettsville Village, Ohio 0.0009525757% OH155 Beverly Village, Ohio 0.0019551589% OH156 Bexley City, Ohio 0.0458668476% OH157 Big Island Township, Ohio 0.0005578783% OH158 Black Creek Township, Ohio 0.0001534027% OH159 Blakeslee Village, Ohio 0.0000628635% OH160 Blanchard Township, Hancock County, Ohio 0.0001475808% OH161 Blanchard Township, Putnam County, Ohio 0.0006457128% OH162 Blanchester Village, Ohio 0.0114641267% OH163 Blendon Township, Ohio 0.0282639366% OH164 Bloom Township, Fairfield County, Ohio 0.0118551321% OH165 Bloom Township, Morgan County, Ohio 0.0001713719% OH166 Bloom Township, Scioto County, Ohio 0.0000852977% OH167 Bloom Township, Seneca County, Ohio 0.0009926842% OH168 Bloomdale Village, Ohio 0.0005693772% OH169 Bloomfield Township, Jackson County, Ohio 0.0013260530% OH170 Bloomfield Township, Logan County, Ohio 0.0000099754% OH171 Bloomingburg Village, Ohio 0.0002078369% OH172 Bloomingdale Village, Ohio 0.0002231349% OH173 Bloominggrove Township, Ohio 0.0001784118% OH174 Bloomville Village, Ohio 0.0004411930% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-137 State ID Qualifying Subdivision Consolidated State Allocation OH175 Blue Ash City, Ohio 0.0851895858% OH176 Blue Creek Township, Ohio 0.0000767469% OH177 Blue Rock Township, Ohio 0.0001103402% OH178 Bluffton Village, Ohio 0.0052836661% OH179 Boardman Township, Ohio 0.1408673271% OH180 Bokescreek Township, Ohio 0.0013367015% OH181 Bolivar Village, Ohio 0.0004434118% OH182 Boston Heights Village, Ohio 0.0077201699% OH183 Boston Township, Ohio 0.0003662503% OH184 Botkins Village, Ohio 0.0019522626% OH185 Bowerston Village, Ohio 0.0000572542% OH186 Bowersville Village, Ohio 0.0000916319% OH187 Bowling Green City, Ohio 0.0752741164% OH188 Bowling Green Township, Ohio 0.0000370678% OH189 Braceville Township, Ohio 0.0037680877% OH190 Bradford Village, Ohio 0.0028661348% OH191 Bradner Village, Ohio 0.0009183503% OH192 Brady Lake Village, Ohio 0.0002559318% OH193 Brady Township, Ohio 0.0005029083% OH194 Bratenahl Village, Ohio 0.0051323943% OH195 Bratton Township, Ohio 0.0000790580% OH196 Brecksville City, Ohio 0.0241013127% OH197 Bremen Village, Ohio 0.0006844200% OH198 Brewster Village, Ohio 0.0058880648% OH199 Brice Village, Ohio 0.0005574892% OH200 Bridgeport Village, Ohio 0.0050477971% OH201 Bridgewater Township, Ohio 0.0004164709% OH202 Brighton Township, Ohio 0.0000194784% OH203 Brimfield Township, Ohio 0.0111960000% OH204 Bristol Township, Morgan County, Ohio 0.0001285289% OH205 Bristol Township, Trumbull County, Ohio 0.0252513027% OH206 Broadview Heights City, Ohio 0.0226789401% OH207 Bronson Township, Ohio 0.0009334281% OH208 Brook Park City, Ohio 0.0389572037% OH209 Brookfield Township, Noble County, Ohio 0.0000517432% OH210 Brookfield Township, Trumbull County, Ohio 0.0346459468% OH211 Brooklyn City, Ohio 0.0212407634% OH212 Brooklyn Heights Village, Ohio 0.0100909430% OH213 Brookside Village, Ohio 0.0001124857% OH214 Brookville City, Ohio 0.0216648650% OH215 Broughton Village, Ohio 0.0000073092% OH216 Brown County, Ohio 0.4653422837% OH217 Brown Township, Carroll County, Ohio 0.0009477238% OH218 Brown Township, Darke County, Ohio 0.0007873425% OH219 Brown Township, Delaware County, Ohio 0.0000082489% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-138 State ID Qualifying Subdivision Consolidated State Allocation OH220 Brown Township, Franklin County, Ohio 0.0003894787% OH221 Brown Township, Knox County, Ohio 0.0039027192% OH222 Brown Township, Miami County, Ohio 0.0006132702% OH223 Brown Township, Paulding County, Ohio 0.0001315662% OH224 Brown Township, Vinton County, Ohio 0.0000390135% OH225 Brunswick City, Ohio 0.1197413086% OH226 Brunswick Hills Township, Ohio 0.0200631640% OH227 Brush Creek Township, Jefferson County, Ohio 0.0001275057% OH228 Brush Creek Township, Scioto County, Ohio 0.0011088700% OH229 Brushcreek Township, Ohio 0.0059850824% OH230 Bryan City, Ohio 0.0285400457% OH231 Buchtel Village, Ohio 0.0001849243% OH232 Buckeye Lake Village, Ohio 0.0040562680% OH233 Buckland Village, Ohio 0.0001068314% OH234 Bucks Township, Ohio 0.0002857543% OH235 Bucyrus City, Ohio 0.0467130847% OH236 Bucyrus Township, Ohio 0.0002175231% OH237 Buffalo Township, Ohio 0.0000689910% OH238 Burbank Village, Ohio 0.0001559017% OH239 Burgoon Village, Ohio 0.0001532454% OH240 Burkettsville Village, Ohio 0.0000203512% OH241 Burlington Township, Ohio 0.0012973736% OH242 Burton Township, Ohio 0.0022682986% OH243 Burton Village, Ohio 0.0036177927% OH244 Butler County, Ohio 2.6887406714% OH245 Butler Township, Columbiana County, Ohio 0.0017704304% OH246 Butler Township, Darke County, Ohio 0.0006643202% OH247 Butler Township, Mercer County, Ohio 0.0021025197% OH248 Butler Township, Montgomery County, Ohio 0.0308007959% OH249 Butler Township, Richland County, Ohio 0.0003925059% OH250 Butler Village, Ohio 0.0004817118% OH251 Butlerville Village, Ohio 0.0001866800% OH252 Byesville Village, Ohio 0.0018493145% OH253 Byrd Township, Ohio 0.0018293707% OH254 Cadiz Township, Ohio 0.0013359320% OH255 Cadiz Village, Ohio 0.0042081859% OH256 Caesarscreek Township, Ohio 0.0004643421% OH257 Cairo Village, Ohio 0.0000409075% OH258 Caldwell Village, Ohio 0.0017937650% OH259 Caledonia Village, Ohio 0.0007098142% OH260 Cambridge City, Ohio 0.0668200845% OH261 Cambridge Township, Ohio 0.0000951853% OH262 Camden Township, Ohio 0.0003116539% OH263 Camden Village, Ohio 0.0031099397% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-139 State ID Qualifying Subdivision Consolidated State Allocation OH264 Camp Creek Township, Ohio 0.0001943597% OH265 Campbell City, Ohio 0.0206854359% OH266 Canaan Township, Morrow County, Ohio 0.0000885618% OH267 Canaan Township, Wayne County, Ohio 0.0002435589% OH268 Canal Fulton City, Ohio 0.0143391696% OH269 Canal Winchester City, Ohio 0.0017001990% OH270 Canfield City, Ohio 0.0340253310% OH271 Canfield Township, Ohio 0.0024198521% OH272 Canton City, Ohio 0.4906093929% OH273 Canton Township, Ohio 0.0238293446% OH274 Cardington Village, Ohio 0.0026450469% OH275 Carey Village, Ohio 0.0048237347% OH276 Carlisle Township, Ohio 0.0046455904% OH277 Carlisle Village, Ohio 0.0081658806% OH278 Carroll County, Ohio 0.1274960868% OH279 Carroll Township, Ohio 0.0031394902% OH280 Carroll Village, Ohio 0.0008718207% OH281 Carrollton Village, Ohio 0.0061329714% OH282 Carryall Township, Ohio 0.0000511646% OH283 Carthage Township, Ohio 0.0002397033% OH284 Cass Township, Muskingum County, Ohio 0.0002006185% OH285 Cass Township, Richland County, Ohio 0.0007850118% OH286 Casstown Village, Ohio 0.0005337723% OH287 Castalia Village, Ohio 0.0011427974% OH288 Castine Village, Ohio 0.0005289957% OH289 Catawba Island Township, Ohio 0.0060247984% OH290 Catawba Village, Ohio 0.0002313575% OH291 Cecil Village, Ohio 0.0000109638% OH292 Cedarville Township, Ohio 0.0036837809% OH293 Cedarville Village, Ohio 0.0036321873% OH294 Celina City, Ohio 0.0165674940% OH295 Center Township, Carroll County, Ohio 0.0001634007% OH296 Center Township, Columbiana County, Ohio 0.0003327877% OH297 Center Township, Guernsey County, Ohio 0.0001903706% OH298 Center Township, Mercer County, Ohio 0.0004241134% OH299 Center Township, Monroe County, Ohio 0.0005361288% OH300 Center Township, Morgan County, Ohio 0.0000535537% OH301 Center Township, Noble County, Ohio 0.0001724774% OH302 Center Township, Williams County, Ohio 0.0005107662% OH303 Center Township, Wood County, Ohio 0.0002510158% OH304 Centerburg Village, Ohio 0.0041342364% OH305 Centerville City, Ohio 0.0591550598% OH306 Centerville Village, Ohio 0.0005060807% OH307 Cessna Township, Ohio 0.0001110677% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-140 State ID Qualifying Subdivision Consolidated State Allocation OH308 Chagrin Falls Township, Ohio 0.0000039510% OH309 Chagrin Falls Village, Ohio 0.0125168784% OH310 Champaign County, Ohio 0.2269483026% OH311 Champion Township, Ohio 0.0283714840% OH312 Chardon City, Ohio 0.0479405386% OH313 Chardon Township, Ohio 0.0039336317% OH314 Charlestown Township, Ohio 0.0000121872% OH315 Chatfield Township, Ohio 0.0008265878% OH316 Chatfield Village, Ohio 0.0000870092% OH317 Chatham Township, Ohio 0.0003778818% OH318 Chauncey Village, Ohio 0.0000833751% OH319 Cherry Fork Village, Ohio 0.0004264208% OH320 Cherry Valley Township, Ohio 0.0004696334% OH321 Chesapeake Village, Ohio 0.0021905725% OH322 Cheshire Township, Ohio 0.0010496489% OH323 Cheshire Village, Ohio 0.0001686936% OH324 Chester Township, Clinton County, Ohio 0.0019181224% OH325 Chester Township, Geauga County, Ohio 0.0252766944% OH326 Chester Township, Morrow County, Ohio 0.0005136587% OH327 Chester Township, Wayne County, Ohio 0.0004213956% OH328 Chesterhill Village, Ohio 0.0000958805% OH329 Chesterville Village, Ohio 0.0000531371% OH330 Cheviot City, Ohio 0.0177109500% OH331 Chickasaw Village, Ohio 0.0003251707% OH332 Chillicothe City, Ohio 0.3116747707% OH333 Chilo Village, Ohio 0.0001537865% OH334 Chippewa Lake Village, Ohio 0.0005077787% OH335 Chippewa Township, Ohio 0.0025863636% OH336 Christiansburg Village, Ohio 0.0002537744% OH337 Cincinnati City, Ohio 1.9225774768% OH338 Circleville City, Ohio 0.3452050773% OH339 Circleville Township, Ohio 0.0006412839% OH340 Claibourne Township, Ohio 0.0000211028% OH341 Claridon Township, Ohio 0.0025745668% OH342 Clarington Village, Ohio 0.0000498724% OH343 Clark County, Ohio 1.2151983585% OH344 Clark Township, Brown County, Ohio 0.0053640868% OH345 Clark Township, Clinton County, Ohio 0.0010928837% OH346 Clarksburg Village, Ohio 0.0000295119% OH347 Clarksfield Township, Ohio 0.0007412517% OH348 Clarksville Village, Ohio 0.0004237712% OH349 Clay Center Village, Ohio 0.0000618280% OH350 Clay Township, Auglaize County, Ohio 0.0004451307% OH351 Clay Township, Highland County, Ohio 0.0003613635% OH352 Clay Township, Montgomery County, Ohio 0.0058148642% OH353 Clay Township, Muskingum County, Ohio 0.0004012369% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-141 State ID Qualifying Subdivision Consolidated State Allocation OH354 Clay Township, Ottawa County, Ohio 0.0026311263% OH355 Clay Township, Scioto County, Ohio 0.0064826249% OH356 0.0000492680% OH357 Clayton City, Ohio 0.0375148659% OH358 Clayton Township, Ohio 0.0004303120% OH359 Clear Creek Township, Ohio 0.0874295648% OH360 Clearcreek Township, Ohio 0.0010918129% OH361 Clermont County, Ohio 1.9148422650% OH362 Cleveland City, Ohio 1.8006406770% OH363 Cleveland Heights City, Ohio 0.0861404621% OH364 Cleves Village, Ohio 0.0031981583% OH365 Clifton Village, Ohio 0.0002996729% OH366 Clinton County, Ohio 0.4003299792% OH367 Clinton Township, Franklin County, Ohio 0.0107832149% OH368 Clinton Township, Fulton County, Ohio 0.0006481787% OH369 Clinton Township, Seneca County, Ohio 0.0007420064% OH370 Clinton Township, Shelby County, Ohio 0.0005501831% OH371 Clinton Township, Vinton County, Ohio 0.0002860993% OH372 Clinton Township, Wayne County, Ohio 0.0001933007% OH373 Clinton Village, Ohio 0.0011373034% OH374 Cloverdale Village, Ohio 0.0001986809% OH375 Clyde City, Ohio 0.0219912947% OH376 Coal Grove Village, Ohio 0.0050070228% OH377 Coal Township, Jackson County, Ohio 0.0004972699% OH378 Coal Township, Perry County, Ohio 0.0003550074% OH379 Coalton Village, Ohio 0.0024310971% OH380 Coitsville Township, Ohio 0.0048028536% OH381 Coldwater Village, Ohio 0.0054593322% OH382 Colerain Township, Belmont County, Ohio 0.0006046108% OH383 Colerain Township, Hamilton County, Ohio 0.1398087860% OH384 College Corner Village, Ohio 0.0022611881% OH385 College Township, Ohio 0.0028608916% OH386 Columbia Township, Hamilton County, Ohio 0.0091268592% OH387 Columbia Township, Lorain County, Ohio 0.0044508068% OH388 Columbia Township, Meigs County, Ohio 0.0000676625% OH389 Columbiana City, Ohio 0.0212455929% OH390 Columbiana County, Ohio 0.6832396894% OH391 Columbus City, Ohio 4.0358741733% OH392 Columbus Grove Village, Ohio 0.0013907661% OH393 Commercial Point Village, Ohio 0.0008841945% OH394 Concord Township, Delaware County, Ohio 0.0132064120% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-142 State ID Qualifying Subdivision Consolidated State Allocation OH395 Concord Township, Fayette County, Ohio 0.0003201811% OH396 Concord Township, Highland County, Ohio 0.0000677557% OH397 Concord Township, Lake County, Ohio 0.0329119594% OH398 Concord Township, Miami County, Ohio 0.0048266640% OH399 Concord Township, Ross County, Ohio 0.0034233759% OH400 Conesville Village, Ohio 0.0001949904% OH401 Congress Township, Morrow County, Ohio 0.0000354247% OH402 Congress Township, Wayne County, Ohio 0.0000386601% OH403 Congress Village, Ohio 0.0001394121% OH404 Conneaut City, Ohio 0.0500864015% OH405 Continental Village, Ohio 0.0013742094% OH406 Convoy Village, Ohio 0.0015735393% OH407 Coolville Village, Ohio 0.0002918128% OH408 Copley Township, Ohio 0.0644889601% OH409 Corning Village, Ohio 0.0010865378% OH410 Cortland City, Ohio 0.0349699000% OH411 Corwin Village, Ohio 0.0004993129% OH412 Coshocton City, Ohio 0.0177337984% OH413 Coshocton County, Ohio 0.1889793769% OH414 Coventry Township, Ohio 0.0112670146% OH415 Covington Village, Ohio 0.0077226624% OH416 Craig Beach Village, Ohio 0.0004176394% OH417 Cranberry Township, Ohio 0.0001631423% OH418 Crane Township, Paulding County, Ohio 0.0001169477% OH419 Crane Township, Wyandot County, Ohio 0.0005667045% OH420 Crawford County, Ohio 0.2595376809% OH421 Crawford Township, Coshocton County, Ohio 0.0002372670% OH422 Crawford Township, Wyandot County, Ohio 0.0001079437% OH423 Crestline Village, Ohio 0.0166501207% OH424 Creston Village, Ohio 0.0007596505% OH425 Cridersville Village, Ohio 0.0045581388% OH426 Crooksville Village, Ohio 0.0043353934% OH427 Crosby Township, Ohio 0.0044757516% OH428 Cross Creek Township, Ohio 0.0061202713% OH429 Crown City Village, Ohio 0.0005435682% OH430 Cumberland Village, Ohio 0.0007050617% OH431 Custar Village, Ohio 0.0000244893% OH432 Cuyahoga Falls City, Ohio 0.1811685822% OH433 Cuyahoga Heights Village, Ohio 0.0193798260% OH434 Cygnet Village, Ohio 0.0002510158% OH435 Cynthian Township, Ohio 0.0000266218% OH436 Dallas Township, Ohio 0.0001522662% OH437 Dalton Village, Ohio 0.0011945985% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-143 State ID Qualifying Subdivision Consolidated State Allocation OH438 Damascus Township, Ohio 0.0007850761% OH439 Danbury Township, Ohio 0.0038539475% OH440 Danville Village, Ohio 0.0021828768% OH441 Darby Township, Madison County, Ohio 0.0011346056% OH442 Darby Township, Union County, Ohio 0.0004220559% OH443 Darbyville Village, Ohio 0.0000242911% OH444 Darke County, Ohio 0.2651621760% OH445 Dayton City, Ohio 1.3353086202% OH446 De Graff Village, Ohio 0.0013067754% OH447 Decatur Township, Lawrence County, Ohio 0.0001043130% OH448 Decatur Township, Washington County, Ohio 0.0001169753% OH449 Deer Park City, Ohio 0.0107468140% OH450 Deercreek Township, Ohio 0.0004275226% OH451 Deerfield Township, Portage County, Ohio 0.0008693556% OH452 Deerfield Township, Ross County, Ohio 0.0015346168% OH453 Deerfield Township, Warren County, Ohio 0.1151454582% OH454 Deersville Village, Ohio 0.0000209231% OH455 Defiance City, Ohio 0.0658767007% OH456 Defiance County, Ohio 0.1709704524% OH457 Defiance Township, Ohio 0.0007172505% OH458 Delaware City, Ohio 0.1151374756% OH459 Delaware County, Ohio 0.4816174702% OH460 Delaware Township, Defiance County, Ohio 0.0015007088% OH461 Delaware Township, Delaware County, Ohio 0.0075064553% OH462 Delaware Township, Hancock County, Ohio 0.0001335254% OH463 Delhi Township, Ohio 0.0630446356% OH464 Dellroy Village, Ohio 0.0002505477% OH465 Delphos City, Ohio 0.0171051813% OH466 Delta Village, Ohio 0.0085241620% OH467 Dennison Village, Ohio 0.0062570335% OH468 Deshler Village, Ohio 0.0009475056% OH469 Dexter City Village, Ohio 0.0000689910% OH470 Dillonvale Village, Ohio 0.0012431801% OH471 Dinsmore Township, Ohio 0.0004170743% OH472 Dodson Township, Ohio 0.0105924667% OH473 Donnelsville Village, Ohio 0.0002721853% OH474 Dorset Township, Ohio 0.0001174083% OH475 Dover City, Ohio 0.0416708574% OH476 Dover Township, Athens County, Ohio 0.0005002505% OH477 Dover Township, Tuscarawas County, Ohio 0.0000886824% OH478 Dover Township, Union County, Ohio 0.0005124965% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-144 State ID Qualifying Subdivision Consolidated State Allocation OH479 Doylestown Village, Ohio 0.0020721837% OH480 Dresden Village, Ohio 0.0028086586% OH481 Dublin City, Ohio 0.0949912950% OH482 Dublin Township, Ohio 0.0004331371% OH483 Duchouquet Township, Ohio 0.0010861190% OH484 Dunham Township, Ohio 0.0004344797% OH485 Dunkirk Village, Ohio 0.0005233559% OH486 Dupont Village, Ohio 0.0006622696% OH487 Eagle Township, Brown County, Ohio 0.0090538344% OH488 Eagle Township, Vinton County, Ohio 0.0002210767% OH489 East Canton Village, Ohio 0.0024838727% OH490 East Cleveland City, Ohio 0.0558083674% OH491 East Liverpool City, Ohio 0.0368861843% OH492 East Palestine Village, Ohio 0.0165861370% OH493 East Sparta Village, Ohio 0.0004354199% OH494 East Union Township, Ohio 0.0003556733% OH495 Eastlake City, Ohio 0.0700788770% OH496 Eaton City, Ohio 0.0615604375% OH497 Eaton Township, Ohio 0.0004480024% OH498 Eden Township, Licking County, Ohio 0.0004448138% OH499 Eden Township, Seneca County, Ohio 0.0001102982% OH500 Eden Township, Wyandot County, Ohio 0.0000944507% OH501 Edgerton Village, Ohio 0.0042354308% OH502 Edinburg Township, Ohio 0.0011740363% OH503 Edison Village, Ohio 0.0001948360% OH504 Edon Village, Ohio 0.0013908558% OH505 Eldorado Village, Ohio 0.0003273621% OH506 Elgin Village, Ohio 0.0000619504% OH507 Elida Village, Ohio 0.0011181382% OH508 Elizabeth Township, Lawrence County, Ohio 0.0009562023% OH509 Elizabeth Township, Miami County, Ohio 0.0000454274% OH510 Elk Township, Noble County, Ohio 0.0000344955% OH511 Elk Township, Vinton County, Ohio 0.0002600903% OH512 Elkrun Township, Ohio 0.0004259682% OH513 Ellsworth Township, Ohio 0.0001965362% OH514 Elmore Village, Ohio 0.0016556174% OH515 Elmwood Place Village, Ohio 0.0045008025% OH516 Elyria City, Ohio 0.2638149975% OH517 Elyria Township, Ohio 0.0007693955% OH518 Empire Village, Ohio 0.0010041070% OH519 Englewood City, Ohio 0.0628005329% OH520 Enon Village, Ohio 0.0038378123% OH521 Erie County, Ohio 0.4532438208% OH522 Erie Township, Ohio 0.0006045408% OH523 Euclid City, Ohio 0.0936790366% OH524 Evendale Village, Ohio 0.0340357530% OH525 Fairborn City, Ohio 0.1544298717% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-145 State ID Qualifying Subdivision Consolidated State Allocation OH526 Fairfax Village, Ohio 0.0079411190% OH527 Fairfield City, Ohio 0.2893759753% OH528 Fairfield County, Ohio 0.6244843622% OH529 Fairfield Township, Butler County, Ohio 0.0801075425% OH530 Fairfield Township, Columbiana County, Ohio 0.0024759402% OH531 Fairfield Township, Huron County, Ohio 0.0006726173% OH532 Fairfield Township, Tuscarawas County, Ohio 0.0004138510% OH533 Fairfield Township, Washington County, Ohio 0.0000501323% OH534 Fairlawn City, Ohio 0.0675346202% OH535 Fairport Harbor Village, Ohio 0.0091069372% OH536 Fairview Park City, Ohio 0.0218966352% OH537 Fairview Village, Ohio 0.0000924858% OH538 Falls Township, Hocking County, Ohio 0.0002873384% OH539 Falls Township, Muskingum County, Ohio 0.0022068032% OH540 Farmer Township, Ohio 0.0002869002% OH541 Farmersville Village, Ohio 0.0013667928% OH542 Farmington Township, Ohio 0.0015345154% OH543 Fayette County, Ohio 0.2554820842% OH544 Fayette Township, Ohio 0.0013386832% OH545 Fayette Village, Ohio 0.0012352086% OH546 Fayetteville Village, Ohio 0.0029455968% OH547 Fearing Township, Ohio 0.0004177690% OH548 Felicity Village, Ohio 0.0030684641% OH549 Findlay City, Ohio 0.1162163280% OH550 Fitchville Township, Ohio 0.0003431721% OH551 Flatrock Township, Ohio 0.0001691974% OH552 Fletcher Village, Ohio 0.0012151836% OH553 Florence Township, Erie County, Ohio 0.0013194115% OH554 Florence Township, Williams County, Ohio 0.0002671700% OH555 Florida Village, Ohio 0.0015566164% OH556 Flushing Township, Ohio 0.0005905501% OH557 Flushing Village, Ohio 0.0004640036% OH558 Forest Park City, Ohio 0.0861415180% OH559 Forest Village, Ohio 0.0023324226% OH560 Fort Jennings Village, Ohio 0.0004221969% OH561 Fort Loramie Village, Ohio 0.0012778446% OH562 Fort Recovery Village, Ohio 0.0009926059% OH563 Fostoria City, Ohio 0.0512205361% OH564 Fowler Township, Ohio 0.0047569976% OH565 Frankfort Village, Ohio 0.0079678326% OH566 Franklin City, Ohio 0.0535002847% OH567 Franklin County, Ohio 5.7883029997% OH568 Franklin Township, Adams County, Ohio 0.0010014012% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-146 State ID Qualifying Subdivision Consolidated State Allocation OH569 Franklin Township, Brown County, Ohio 0.0023874837% OH570 Franklin Township, Clermont County, Ohio 0.0034132353% OH571 Franklin Township, Columbiana County, Ohio 0.0006123293% OH572 Franklin Township, Coshocton County, Ohio 0.0002449208% OH573 Franklin Township, Darke County, Ohio 0.0004797868% OH574 Franklin Township, Franklin County, Ohio 0.0440874644% OH575 Franklin Township, Fulton County, Ohio 0.0000733787% OH576 Franklin Township, Jackson County, Ohio 0.0003038871% OH577 Franklin Township, Mercer County, Ohio 0.0012091744% OH578 Franklin Township, Portage County, Ohio 0.0001990581% OH579 Franklin Township, Richland County, Ohio 0.0008563765% OH580 Franklin Township, Shelby County, Ohio 0.0011802315% OH581 Franklin Township, Tuscarawas County, Ohio 0.0031235899% OH582 Franklin Township, Warren County, Ohio 0.0035372089% OH583 Frazeysburg Village, Ohio 0.0003209896% OH584 Fredericksburg Village, Ohio 0.0001198464% OH585 Fredericktown Village, Ohio 0.0055729507% OH586 Freedom Township, Portage County, Ohio 0.0004265530% OH587 Freedom Township, Wood County, Ohio 0.0012305895% OH588 Freeport Township, Ohio 0.0002576440% OH589 Freeport Village, Ohio 0.0001049661% OH590 Fremont City, Ohio 0.0724844646% OH591 Fulton County, Ohio 0.1830065436% OH592 Fulton Village, Ohio 0.0001234266% OH593 Fultonham Village, Ohio 0.0000100309% OH594 Gahanna City, Ohio 0.0724048588% OH595 Galena Village, Ohio 0.0001402305% OH596 Galion City, Ohio 0.0440049221% OH597 Gallia County, Ohio 0.3272280412% OH598 Gallipolis Village, Ohio 0.0421733929% OH599 Gambier Village, Ohio 0.0019348227% OH600 Gann Village, Ohio 0.0000330739% OH601 Garfield Heights City, Ohio 0.0512449222% OH602 Garrettsville Village, Ohio 0.0040959299% OH603 Gasper Township, Ohio 0.0060234621% OH604 Gates Mills Village, Ohio 0.0065784730% OH605 Geauga County, Ohio 0.4034987358% OH606 Geneva City, Ohio 0.0306905423% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-147 State ID Qualifying Subdivision Consolidated State Allocation OH607 Geneva Township, Ohio 0.0015497902% OH608 Geneva-On-The-Lake Village, Ohio 0.0052011898% OH609 Genoa Township, Ohio 0.0490971668% OH610 Genoa Village, Ohio 0.0023769444% OH611 Georgetown Village, Ohio 0.0263243336% OH612 German Township, Auglaize County, Ohio 0.0003115915% OH613 German Township, Clark County, Ohio 0.0120986353% OH614 German Township, Fulton County, Ohio 0.0012718979% OH615 German Township, Harrison County, Ohio 0.0002671864% OH616 German Township, Montgomery County, Ohio 0.0069298793% OH617 Germantown City, Ohio 0.0166173231% OH618 Gettysburg Village, Ohio 0.0016993673% OH619 Gibson Township, Ohio 0.0000992606% OH620 Gibsonburg Village, Ohio 0.0033999699% OH621 Gilboa Village, Ohio 0.0001572890% OH622 Gilead Township, Ohio 0.0002952061% OH623 Girard City, Ohio 0.0699056997% OH624 Glandorf Village, Ohio 0.0007698884% OH625 Glendale Village, Ohio 0.0089682038% OH626 Glenford Village, Ohio 0.0004004647% OH627 Glenmont Village, Ohio 0.0000756142% OH628 Glenwillow Village, Ohio 0.0043105790% OH629 Gloria Glens Park Village, Ohio 0.0002361762% OH630 Glouster Village, Ohio 0.0025846274% OH631 Gnadenhutten Village, Ohio 0.0020889623% OH632 Golf Manor Village, Ohio 0.0149804075% OH633 Good Hope Township, Ohio 0.0000544952% OH634 Gordon Village, Ohio 0.0000369067% OH635 Gorham Township, Ohio 0.0003913532% OH636 Goshen Township, Auglaize County, Ohio 0.0000178052% OH637 Goshen Township, Belmont County, Ohio 0.0007592787% OH638 Goshen Township, Champaign County, Ohio 0.0009305060% OH639 Goshen Township, Clermont County, Ohio 0.0551461609% OH640 Goshen Township, Hardin County, Ohio 0.0002665626% OH641 Goshen Township, Mahoning County, Ohio 0.0098390939% OH642 Goshen Township, Tuscarawas County, Ohio 0.0000492680% OH643 Grafton Township, Ohio 0.0022594905% OH644 Grafton Village, Ohio 0.0066908189% OH645 Grand Prairie Township, Ohio 0.0006880499% OH646 Grand Rapids Township, Ohio 0.0003306061% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-148 State ID Qualifying Subdivision Consolidated State Allocation OH647 Grand Rapids Village, Ohio 0.0005020315% OH648 Grand River Village, Ohio 0.0044444886% OH649 Grand Township, Ohio 0.0000371919% OH650 Grandview Heights City, Ohio 0.0363742583% OH651 Grandview Township, Ohio 0.0005932320% OH652 Granger Township, Ohio 0.0028459226% OH653 Granville Township, Licking County, Ohio 0.0126030583% OH654 Granville Township, Mercer County, Ohio 0.0015971931% OH655 Granville Village, Ohio 0.0103882561% OH656 Gratiot Village, Ohio 0.0002067581% OH657 Gratis Village, Ohio 0.0064162966% OH658 Graysville Village, Ohio 0.0000309746% OH659 Green Camp Township, Ohio 0.0011901403% OH660 Green Camp Village, Ohio 0.0002045554% OH661 Green City, Ohio 0.0847580205% OH662 Green Creek Township, Ohio 0.0006872280% OH663 Green Springs Village, Ohio 0.0016423298% OH664 Green Township, Adams County, Ohio 0.0000263527% OH665 Green Township, Brown County, Ohio 0.0034727036% OH666 Green Township, Clark County, Ohio 0.0007485095% OH667 Green Township, Clinton County, Ohio 0.0001561262% OH668 Green Township, Fayette County, Ohio 0.0001235787% OH669 Green Township, Gallia County, Ohio 0.0009184428% OH670 Green Township, Hamilton County, Ohio 0.0953852812% OH671 Green Township, Harrison County, Ohio 0.0005725423% OH672 Green Township, Hocking County, Ohio 0.0033142996% OH673 Green Township, Mahoning County, Ohio 0.0033902496% OH674 Green Township, Monroe County, Ohio 0.0000062341% OH675 Green Township, Ross County, Ohio 0.0105357346% OH676 Green Township, Scioto County, Ohio 0.0218077775% OH677 Green Township, Shelby County, Ohio 0.0000621174% OH678 Greene County, Ohio 0.9063855073% OH679 Greene Township, Ohio 0.0000341003% OH680 Greenfield Township, Fairfield County, Ohio 0.0084982150% OH681 Greenfield Township, Huron County, Ohio 0.0011256045% OH682 Greenfield Village, Ohio 0.0148836578% OH683 Greenhills Village, Ohio 0.0082250286% OH684 Greensburg Township, Ohio 0.0001324539% OH685 Greenville City, Ohio 0.0550893674% OH686 Greenville Township, Ohio 0.0140737464% OH687 Greenwich Village, Ohio 0.0017844949% OH688 Groton Township, Ohio 0.0005921768% OH689 Grove City, Ohio 0.0733060057% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-149 State ID Qualifying Subdivision Consolidated State Allocation OH690 Groveport City, Ohio 0.0125549613% OH691 Grover Hill Village, Ohio 0.0001863854% OH692 Guernsey County, Ohio 0.2910222727% OH693 Guilford Township, Ohio 0.0060579183% OH694 Gustavus Township, Ohio 0.0000511505% OH695 Guyan Township, Ohio 0.0003561309% OH696 Hambden Township, Ohio 0.0039432026% OH697 Hamden Village, Ohio 0.0009493296% OH698 Hamer Township, Ohio 0.0000451704% OH699 Hamersville Village, Ohio 0.0007131445% OH700 Hamilton City, Ohio 0.6764224012% OH701 Hamilton County, Ohio 5.8561869769% OH702 Hamilton Township, Franklin County, Ohio 0.0255910434% OH703 Hamilton Township, Jackson County, Ohio 0.0005248960% OH704 Hamilton Township, Lawrence County, Ohio 0.0009909733% OH705 Hamilton Township, Warren County, Ohio 0.0450761424% OH706 Hamler Village, Ohio 0.0004060738% OH707 Hancock County, Ohio 0.2855617267% OH708 Hanging Rock Village, Ohio 0.0019993320% OH709 Hanover Township, Butler County, Ohio 0.0098235954% OH710 Hanover Township, Columbiana County, Ohio 0.0013178391% OH711 Hanover Township, Licking County, Ohio 0.0043184009% OH712 Hanover Village, Ohio 0.0008062251% OH713 Hanoverton Village, Ohio 0.0010440744% OH714 Harbor View Village, Ohio 0.0001526700% OH715 Hardin County, Ohio 0.2235793641% OH716 Harding Township, Ohio 0.0000272955% OH717 Hardy Township, Ohio 0.0013901375% OH718 Harlan Township, Ohio 0.0030485156% OH719 Harlem Township, Ohio 0.0049245646% OH720 Harmony Township, Clark County, Ohio 0.0018916876% OH721 Harmony Township, Morrow County, Ohio 0.0001180824% OH722 Harpersfield Township, Ohio 0.0005048559% OH723 Harpster Village, Ohio 0.0000822938% OH724 Harris Township, Ohio 0.0004190567% OH725 Harrisburg Village, Ohio 0.0002978367% OH726 Harrison City, Ohio 0.0560804997% OH727 Harrison County, Ohio 0.0770641930% OH728 Harrison Township, Champaign County, Ohio 0.0001374611% OH729 Harrison Township, Gallia County, Ohio 0.0002811560% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-150 State ID Qualifying Subdivision Consolidated State Allocation OH730 Harrison Township, Hamilton County, Ohio 0.0022712769% OH731 Harrison Township, Henry County, Ohio 0.0000203037% OH732 Harrison Township, Knox County, Ohio 0.0000165369% OH733 Harrison Township, Licking County, Ohio 0.0003058095% OH734 Harrison Township, Vinton County, Ohio 0.0000199508% OH735 Harrison Township, Montgomery County, Ohio 0.0328749640% OH736 Harrison Township, Muskingum County, Ohio 0.0004112679% OH737 Harrison Township, Paulding County, Ohio 0.0000657831% OH738 Harrison Township, Perry County, Ohio 0.0020762554% OH739 Harrison Township, Pickaway County, Ohio 0.0068306454% OH740 Harrison Township, Preble County, Ohio 0.0015877060% OH741 Harrison Township, Scioto County, Ohio 0.0071650064% OH742 Harrison Township, Van Wert County, Ohio 0.0001858511% OH743 0.0005201806% OH744 Harrisville Township, Ohio 0.0067192115% OH745 Harrisville Village, Ohio 0.0000619645% OH746 Harrod Village, Ohio 0.0000673593% OH747 Harrison Township, Vinton County, Ohio 0.0007413564% OH748 Hartford Township, Trumbull County, Ohio 0.0014833648% OH749 Hartford Village, Ohio 0.0002502078% OH750 Hartland Township, Ohio 0.0000960882% OH751 Hartsgrove Township, Ohio 0.0005870417% OH752 Hartville Village, Ohio 0.0099058031% OH753 Harveysburg Village, Ohio 0.0012100978% OH754 Haskins Village, Ohio 0.0008938610% OH755 Haviland Village, Ohio 0.0000511646% OH756 Hayesville Village, Ohio 0.0000894727% OH757 Heath City, Ohio 0.0429986695% OH758 Hebron Village, Ohio 0.0150402674% OH759 Helena Village, Ohio 0.0000542548% OH760 Hemlock Village, Ohio 0.0003549573% OH761 Henrietta Township, Ohio 0.0004674808% OH762 Henry County, Ohio 0.1089766836% OH763 Hicksville Township, Ohio 0.0002096578% OH764 Hicksville Village, Ohio 0.0077242363% OH765 Higginsport Village, Ohio 0.0015866304% OH766 Highland County, Ohio 0.3882850462% OH767 Highland Heights City, Ohio 0.0224853394% OH768 Highland Hills Village, Ohio 0.0015764629% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-151 State ID Qualifying Subdivision Consolidated State Allocation OH769 Highland Township, Defiance County, Ohio 0.0027365866% OH770 Highland Township, Muskingum County, Ohio 0.0001705257% OH771 Highland Village, Ohio 0.0000677557% OH772 Hilliard City, Ohio 0.0500136505% OH773 Hills and Dales Village, Ohio 0.0006069453% OH774 Hillsboro City, Ohio 0.0707143136% OH775 Hinckley Township, Ohio 0.0165323306% OH776 Hiram Township, Ohio 0.0008287315% OH777 Hiram Village, Ohio 0.0032539898% OH778 Hocking County, Ohio 0.2559590488% OH779 Holgate Village, Ohio 0.0002774838% OH780 Holiday City Village, Ohio 0.0000613051% OH781 Holland Village, Ohio 0.0097536077% OH782 Hollansburg Village, Ohio 0.0003567645% OH783 Holloway Village, Ohio 0.0002671536% OH784 Holmes County, Ohio 0.1337033098% OH785 Holmes Township, Ohio 0.0003480370% OH786 Holmesville Village, Ohio 0.0000436236% OH787 Homer Township, Medina County, Ohio 0.0010864103% OH788 Homer Township, Morgan County, Ohio 0.0001820827% OH789 Hopedale Village, Ohio 0.0002767288% OH790 Hopewell Township, Licking County, Ohio 0.0002502078% OH791 Hopewell Township, Muskingum County, Ohio 0.0007422883% OH792 Hopewell Township, Perry County, Ohio 0.0012909360% OH793 Hopewell Township, Seneca County, Ohio 0.0001303525% OH794 Howard Township, Ohio 0.0000496108% OH795 Howland Township, Ohio 0.0502639031% OH796 Hoytville Village, Ohio 0.0002378935% OH797 Hubbard City, Ohio 0.0289341396% OH798 Hubbard Township, Ohio 0.0153110532% OH799 Huber Heights City, Ohio 0.1252489167% OH800 Hudson City, Ohio 0.0660214283% OH801 Hunting Valley Village, Ohio 0.0076690112% OH802 Huntington Township, Brown County, Ohio 0.0072244638% OH803 Huntington Township, Ross County, Ohio 0.0066106570% OH804 Huntsburg Township, Ohio 0.0006508198% OH805 Huntsville Village, Ohio 0.0008479077% OH806 Huron City, Ohio 0.0302737409% OH807 Huron County, Ohio 0.3638859630% OH808 Huron Township, Ohio 0.0007791800% OH809 Independence City, Ohio 0.0311578609% OH810 Independence Township, Ohio 0.0000751984% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-152 State ID Qualifying Subdivision Consolidated State Allocation OH811 Irondale Village, Ohio 0.0001593821% OH812 Ironton City, Ohio 0.0888572696% OH813 Island Creek Township, Ohio 0.0026616805% OH814 Israel Township, Ohio 0.0004746750% OH815 Ithaca Village, Ohio 0.0003813690% OH816 Jackson Center Village, Ohio 0.0015263144% OH817 Jackson City, Ohio 0.0556665988% OH818 Jackson County, Ohio 0.4838159524% OH819 Jackson Township, Allen County, Ohio 0.0004227108% OH820 Jackson Township, Ashland County, Ohio 0.0000162678% OH821 Jackson Township, Auglaize County, Ohio 0.0003115915% OH822 Jackson Township, Brown County, Ohio 0.0004961005% OH823 Jackson Township, Clermont County, Ohio 0.0014652778% OH824 Jackson Township, Coshocton County, Ohio 0.0005510719% OH825 Jackson Township, Crawford County, Ohio 0.0000108762% OH826 Jackson Township, Franklin County, Ohio 0.0661350150% OH827 Jackson Township, Guernsey County, Ohio 0.0010334405% OH828 Jackson Township, Hardin County, Ohio 0.0015327348% OH829 Jackson Township, Highland County, Ohio 0.0000451704% OH830 Jackson Township, Jackson County, Ohio 0.0001105044% OH831 Jackson Township, Mahoning County, Ohio 0.0058960862% OH832 Jackson Township, Monroe County, Ohio 0.0000561065% OH833 Jackson Township, Montgomery County, Ohio 0.0086323757% OH834 Jackson Township, Muskingum County, Ohio 0.0011435253% OH835 Jackson Township, Noble County, Ohio 0.0001207342% OH836 Jackson Township, Monroe County, Ohio 0.0001534939% OH837 Jackson Township, Pickaway County, Ohio 0.0001894702% OH838 Jackson Township, Pike County, Ohio 0.0004309715% OH839 Jackson Township, Richland County, Ohio 0.0004638706% OH840 Jackson Township, Sandusky County, Ohio 0.0004340387% OH841 Jackson Township, Seneca County, Ohio 0.0004311659% OH842 Jackson Township, Shelby County, Ohio 0.0013665838% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-153 State ID Qualifying Subdivision Consolidated State Allocation OH843 Jackson Township, Stark County, Ohio 0.1371869620% OH844 Jackson Township, Union County, Ohio 0.0001416902% OH845 Jackson Township, Vinton County, Ohio 0.0000910316% OH846 Jackson Township, Wood County, Ohio 0.0001346914% OH847 Jackson Township, Wyandot County, Ohio 0.0001214367% OH848 Jacksonburg Village, Ohio 0.0002870780% OH849 Jacksonville Village, Ohio 0.0008441727% OH850 Jamestown Village, Ohio 0.0034877253% OH851 Jefferson County, Ohio 0.6622324840% OH852 Jefferson Township, Adams County, Ohio 0.0007642272% OH853 Jefferson Township, Brown County, Ohio 0.0006821382% OH854 Jefferson Township, Clinton County, Ohio 0.0014720474% OH855 Jefferson Township, Coshocton County, Ohio 0.0000612302% OH856 Jefferson Township, Crawford County, Ohio 0.0004567985% OH857 Jefferson Township, Fayette County, Ohio 0.0005898074% OH858 Jefferson Township, Franklin County, Ohio 0.0261561693% OH859 Jefferson Township, Greene County, Ohio 0.0000619123% OH860 Jefferson Township, Guernsey County, Ohio 0.0000679895% OH861 Jefferson Township, Jackson County, Ohio 0.0000828783% OH862 Jefferson Township, Knox County, Ohio 0.0006284039% OH863 Jefferson Township, Logan County, Ohio 0.0002493846% OH864 Jefferson Township, Madison County, Ohio 0.0262668976% OH865 Jefferson Township, Montgomery County, Ohio 0.0133322246% OH866 Jefferson Township, Muskingum County, Ohio 0.0005015462% OH867 Jefferson Township, Noble County, Ohio 0.0000172477% OH868 Jefferson Township, Preble County, Ohio 0.0008020371% OH869 Jefferson Township, Richland County, Ohio 0.0017662765% OH870 Jefferson Township, Ross County, Ohio 0.0009148677% OH871 Jefferson Township, Scioto County, Ohio 0.0036109358% OH872 Jefferson Township, Tuscarawas County, Ohio 0.0008079949% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-154 State ID Qualifying Subdivision Consolidated State Allocation OH873 Jefferson Township, Williams County, Ohio 0.0002200224% OH874 Jefferson Village, Ohio 0.0039566613% OH875 Jeffersonville Village, Ohio 0.0000112344% OH876 Jenera Village, Ohio 0.0001194701% OH877 Jennings Township, Ohio 0.0002731862% OH878 Jerome Township, Ohio 0.0044044550% OH879 Jeromesville Village, Ohio 0.0003085668% OH880 Jerry City Village, Ohio 0.0003417298% OH881 Jersey Township, Ohio 0.0017699883% OH882 Jerusalem Township, Ohio 0.0021563480% OH883 Jerusalem Village, Ohio 0.0000311703% OH884 Jewett Village, Ohio 0.0001813051% OH885 Johnson Township, Ohio 0.0002326265% OH886 Johnston Township, Ohio 0.0002216522% OH887 Johnstown Village, Ohio 0.0092206199% OH888 Junction City Village, Ohio 0.0017212480% OH889 Kalida Village, Ohio 0.0022682733% OH890 Kelleys Island Village, Ohio 0.0028777715% OH891 Kent City, Ohio 0.0513285414% OH892 Kenton City, Ohio 0.0306658035% OH893 Kettering City, Ohio 0.3384195127% OH894 Kettlersville Village, Ohio 0.0000266218% OH895 Killbuck Township, Ohio 0.0002093931% OH896 Killbuck Village, Ohio 0.0010702314% OH897 Kingston Township, Ohio 0.0000164977% OH898 Kingston Village, Ohio 0.0076824625% OH899 Kingsville Township, Ohio 0.0011036385% OH900 Kinsman Township, Ohio 0.0020801208% OH901 Kipton Village, Ohio 0.0000973918% OH902 Kirby Village, Ohio 0.0000472254% OH903 Kirkersville Village, Ohio 0.0005560173% OH904 Kirkwood Township, Ohio 0.0000140607% OH905 Kirtland City, Ohio 0.0223930205% OH906 Kirtland Hills Village, Ohio 0.0096850050% OH907 Knox County, Ohio 0.3115395206% OH908 Knox Township, Columbiana County, Ohio 0.0005191487% OH909 Knox Township, Guernsey County, Ohio 0.0002039685% OH910 Knox Township, Jefferson County, Ohio 0.0010041070% OH911 Knox Township, Vinton County, Ohio 0.0001170406% OH912 La Grange Township, Ohio 0.0042170664% OH913 La Rue Village, Ohio 0.0006694539% OH914 Lafayette Township, Ohio 0.0073805047% OH915 Lafayette Village, Ohio 0.0000886329% OH916 Lagrange Village, Ohio 0.0054247251% OH917 Lake County, Ohio 1.2794251773% OH918 Lake Township, Stark County, Ohio 0.0367336076% OH919 Lake Township, Wood County, Ohio 0.0141058613% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-155 State ID Qualifying Subdivision Consolidated State Allocation OH920 Lakeline Village, Ohio 0.0000947652% OH921 Lakemore Village, Ohio 0.0083562888% OH922 Lakeview Village, Ohio 0.0008279569% OH923 Lakewood City, Ohio 0.1008106545% OH924 Lancaster City, Ohio 0.1565040398% OH925 Latty Township, Ohio 0.0000877108% OH926 Latty Village, Ohio 0.0000219277% OH927 Laura Village, Ohio 0.0001135686% OH928 Laurel Township, Ohio 0.0001089904% OH929 Laurelville Village, Ohio 0.0007183460% OH930 Lawrence County, Ohio 0.5322395718% OH931 Lawrence Township, Lawrence County, Ohio 0.0093186258% OH932 Lawrence Township, Stark County, Ohio 0.0140521883% OH933 Lawrence Township, Tuscarawas County, Ohio 0.0052322595% OH934 Lawrence Township, Washington County, Ohio 0.0000334215% OH935 Lebanon City, Ohio 0.0873597515% OH936 Lebanon Township, Ohio 0.0004736376% OH937 Lee Township, Athens County, Ohio 0.0005836255% OH938 Lee Township, Carroll County, Ohio 0.0000980404% OH939 Lee Township, Monroe County, Ohio 0.0000872768% OH940 Leesburg Township, Ohio 0.0001989692% OH941 Leesburg Village, Ohio 0.0054882077% OH942 Leesville Village, Ohio 0.0000217868% OH943 Leetonia Village, Ohio 0.0074544436% OH944 Leipsic Village, Ohio 0.0030629968% OH945 Lemon Township, Ohio 0.0041524079% OH946 Lenox Township, Ohio 0.0002582984% OH947 Leroy Township, Ohio 0.0053731877% OH948 Letart Township, Ohio 0.0005413001% OH949 Lewis Township, Ohio 0.0039998104% OH950 Lewisburg Village, Ohio 0.0132254277% OH951 Lewisville Village, Ohio 0.0001745536% OH952 Lexington Township, Ohio 0.0014349065% OH953 Lexington Village, Ohio 0.0093220146% OH954 Liberty Center Village, Ohio 0.0002842517% OH955 Liberty Township, Adams County, Ohio 0.0005534059% OH956 Liberty Township, Butler County, Ohio 0.1149425287% OH957 Liberty Township, Clinton County, Ohio 0.0016058699% OH958 Liberty Township, Crawford County, Ohio 0.0001413900% OH959 Liberty Township, Darke County, Ohio 0.0010825959% OH960 Liberty Township, Delaware County, Ohio 0.0646792482% OH961 Liberty Township, Guernsey County, Ohio 0.0001631748% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-156 State ID Qualifying Subdivision Consolidated State Allocation OH962 Liberty Township, Hancock County, Ohio 0.0013703927% OH963 Liberty Township, Hardin County, Ohio 0.0010773571% OH964 Liberty Township, Henry County, Ohio 0.0006632539% OH965 Liberty Township, Highland County, Ohio 0.0016487208% OH966 Liberty Township, Jackson County, Ohio 0.0018785750% OH967 Liberty Township, Knox County, Ohio 0.0003803498% OH968 Liberty Township, Licking County, Ohio 0.0000926695% OH969 Liberty Township, Logan County, Ohio 0.0003591138% OH970 Liberty Township, Mercer County, Ohio 0.0002526633% OH971 Liberty Township, Putnam County, Ohio 0.0002235160% OH972 Liberty Township, Seneca County, Ohio 0.0003409218% OH973 Liberty Township, Trumbull County, Ohio 0.0688997396% OH974 Liberty Township, Union County, Ohio 0.0017726349% OH975 Liberty Township, Wood County, Ohio 0.0002142817% OH976 Lick Township, Ohio 0.0000552522% OH977 Licking County, Ohio 0.7119059883% OH978 Licking Township, Licking County, Ohio 0.0031507646% OH979 Licking Township, Muskingum County, Ohio 0.0012839582% OH980 Lima City, Ohio 0.1727455397% OH981 Limaville Village, Ohio 0.0003869608% OH982 Lincoln Heights Village, Ohio 0.0083419326% OH983 Lincoln Township, Ohio 0.0001771237% OH984 Lindsey Village, Ohio 0.0006510581% OH985 Linndale Village, Ohio 0.0028091858% OH986 Lisbon Village, Ohio 0.0009584285% OH987 Litchfield Township, Ohio 0.0019838797% OH988 Lithopolis Village, Ohio 0.0014069809% OH989 Liverpool Township, Columbiana County, Ohio 0.0053112911% OH990 Liverpool Township, Medina County, Ohio 0.0054202427% OH991 Lockbourne Village, Ohio 0.0000076368% OH992 Lockington Village, Ohio 0.0000443696% OH993 Lockland Village, Ohio 0.0146296956% OH994 Lodi Township, Ohio 0.0003856097% OH995 Lodi Village, Ohio 0.0068845348% OH996 Logan City, Ohio 0.0081742815% OH997 Logan County, Ohio 0.2671308245% OH998 Logan Township, Ohio 0.0001602471% OH999 London City, Ohio 0.0432082694% OH1000 Londonderry Township, Ohio 0.0001223811% OH1001 Lorain City, Ohio 0.2833225817% OH1002 Lorain County, Ohio 1.3357776870% OH1003 Lordstown Village, Ohio 0.0208012082% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-157 State ID Qualifying Subdivision Consolidated State Allocation OH1004 Lore City Village, Ohio 0.0001903706% OH1005 Lostcreek Township, Ohio 0.0008063368% OH1006 Loudon Township, Carroll County, Ohio 0.0003703748% OH1007 Loudon Township, Seneca County, Ohio 0.0000802169% OH1008 Loudonville Village, Ohio 0.0063961356% OH1009 Louisville City, Ohio 0.0170110645% OH1010 Loveland City, Ohio 0.0476149868% OH1011 Lowell Village, Ohio 0.0000835538% OH1012 Lowellville Village, Ohio 0.0039921417% OH1013 Lower Salem Village, Ohio 0.0000220891% OH1014 Lucas County, Ohio 3.1972089435% OH1015 Lucas Village, Ohio 0.0007671706% OH1016 Luckey Village, Ohio 0.0005693772% OH1017 Ludlow Falls Village, Ohio 0.0002558525% OH1018 Ludlow Township, Ohio 0.0000501323% OH1019 Lykens Township, Ohio 0.0000217523% OH1020 Lynchburg Village, Ohio 0.0028908592% OH1021 Lyndhurst City, Ohio 0.0338761729% OH1022 Lynn Township, Ohio 0.0000111068% OH1023 Lyons Village, Ohio 0.0001442518% OH1024 Macedonia City, Ohio 0.0527014847% OH1025 Macksburg Village, Ohio 0.0000477742% OH1026 Mad River Township, Champaign County, Ohio 0.0003806616% OH1027 Mad River Township, Clark County, Ohio 0.0132962505% OH1028 Madeira City, Ohio 0.0133187012% OH1029 Madison County, Ohio 0.2562654482% OH1030 Madison Township, Butler County, Ohio 0.0065436778% OH1031 Madison Township, Clark County, Ohio 0.0028035083% OH1032 Madison Township, Columbiana County, Ohio 0.0001863611% OH1033 Madison Township, Fayette County, Ohio 0.0003651188% OH1034 Madison Township, Franklin County, Ohio 0.0648596631% OH1035 Madison Township, Guernsey County, Ohio 0.0001087832% OH1036 Madison Township, Hancock County, Ohio 0.0001546084% OH1037 Madison Township, Highland County, Ohio 0.0000451704% OH1038 Madison Township, Lake County, Ohio 0.0185550292% OH1039 Madison Township, Licking County, Ohio 0.0016124501% OH1040 Madison Township, Muskingum County, Ohio 0.0000200618% OH1041 Madison Township, Pickaway County, Ohio 0.0005781272% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-158 State ID Qualifying Subdivision Consolidated State Allocation OH1042 Madison Township, Richland County, Ohio 0.0162443911% OH1043 Madison Township, Sandusky County, Ohio 0.0010398844% OH1044 Madison Township, Scioto County, Ohio 0.0090415557% OH1045 Madison Township, Williams County, Ohio 0.0001650168% OH1046 Madison Village, Ohio 0.0069557668% OH1047 Magnetic Springs Village, Ohio 0.0003286007% OH1048 Magnolia Village, Ohio 0.0039121470% OH1049 Mahoning County, Ohio 1.6000258367% OH1050 Maineville Village, Ohio 0.0020362222% OH1051 Malaga Township, Ohio 0.0000561065% OH1052 Malinta Village, Ohio 0.0000609111% OH1053 Malta Village, Ohio 0.0001392397% OH1054 Malvern Village, Ohio 0.0005882424% OH1055 Manchester Township, Ohio 0.0013966912% OH1056 Manchester Village, Ohio 0.0025562084% OH1057 Mansfield City, Ohio 0.2140405926% OH1058 Mantua Township, Ohio 0.0000649985% OH1059 Mantua Village, Ohio 0.0015884020% OH1060 Maple Heights City, Ohio 0.0395380059% OH1061 Marble Cliff Village, Ohio 0.0004658471% OH1062 Marblehead Village, Ohio 0.0019235388% OH1063 Marengo Village, Ohio 0.0002597814% OH1064 Margaretta Township, Ohio 0.0078229674% OH1065 Mariemont Village, Ohio 0.0153812210% OH1066 Marietta City, Ohio 0.0852917164% OH1067 Marietta Township, Ohio 0.0002088845% OH1068 Marion City, Ohio 0.2496505326% OH1069 Marion County, Ohio 0.3374233828% OH1070 Marion Township, Allen County, Ohio 0.0001840837% OH1071 Marion Township, Clinton County, Ohio 0.0020965523% OH1072 Marion Township, Fayette County, Ohio 0.0007695582% OH1073 Marion Township, Hardin County, Ohio 0.0006108726% OH1074 Marion Township, Henry County, Ohio 0.0000947506% OH1075 Marion Township, Hocking County, Ohio 0.0001634856% OH1076 Marion Township, Marion County, Ohio 0.0526451142% OH1077 Marion Township, Mercer County, Ohio 0.0015069562% OH1078 Marion Township, Pike County, Ohio 0.0001943597% OH1079 Mark Township, Ohio 0.0001324155% OH1080 Marlboro Township, Delaware County, Ohio 0.0001979724% OH1081 Marlboro Township, Stark County, Ohio 0.0048193068% OH1082 Marseilles Township, Ohio 0.0000067465% OH1083 Marseilles Village, Ohio 0.0000067465% OH1084 Marshall Township, Ohio 0.0006323861% OH1085 Marshallville Village, Ohio 0.0004600557% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-159 State ID Qualifying Subdivision Consolidated State Allocation OH1086 Martins Ferry City, Ohio 0.0347299689% OH1087 Martinsburg Village, Ohio 0.0000165369% OH1088 Martinsville Village, Ohio 0.0006022012% OH1089 Mary Ann Township, Ohio 0.0009452294% OH1090 Marysville City, Ohio 0.0386422342% OH1091 Mason City, Ohio 0.1510527828% OH1092 Mason Township, Ohio 0.0000347710% OH1093 Massie Township, Ohio 0.0001279911% OH1094 Massillon City, Ohio 0.1194930798% OH1095 Matamoras Village, Ohio 0.0003175044% OH1096 Maumee City, Ohio 0.0830057490% OH1097 Mayfield Heights City, Ohio 0.0460098010% OH1098 Mayfield Village, Ohio 0.0222206201% OH1099 McArthur Village, Ohio 0.0034201873% OH1100 McClure Village, Ohio 0.0000744469% OH1101 McComb Village, Ohio 0.0019536880% OH1102 McConnelsville Village, Ohio 0.0038344466% OH1103 McDonald Township, Ohio 0.0004331642% OH1104 McDonald Village, Ohio 0.0085762358% OH1105 McGuffey Village, Ohio 0.0000111068% OH1106 McKean Township, Ohio 0.0016773188% OH1107 McLean Township, Ohio 0.0000088739% OH1108 Mead Township, Ohio 0.0016310431% OH1109 Mecca Township, Ohio 0.0015686157% OH1110 Mechanicsburg Village, Ohio 0.0059742716% OH1111 Medina City, Ohio 0.0850942672% OH1112 Medina County, Ohio 0.7825696764% OH1113 Medina Township, Ohio 0.0180792844% OH1114 Meigs County, Ohio 0.1986571471% OH1115 Meigs Township, Ohio 0.0019764498% OH1116 Meigsville Township, Ohio 0.0000749752% OH1117 Melrose Village, Ohio 0.0001123652% OH1118 Mendon Village, Ohio 0.0000902369% OH1119 Mentor City, Ohio 0.2495262895% OH1120 Mentor-On-The-Lake City, Ohio 0.0195974466% OH1121 Mercer County, Ohio 0.1655486085% OH1122 Mesopotamia Township, Ohio 0.0029496795% OH1123 Metamora Village, Ohio 0.0001589872% OH1124 Meyers Lake Village, Ohio 0.0015027860% OH1125 Miami County, Ohio 0.5778482109% OH1126 Miami Township, Clermont County, Ohio 0.2187745945% OH1127 Miami Township, Greene County, Ohio 0.0056649739% OH1128 Miami Township, Hamilton County, Ohio 0.0222368033% OH1129 Miami Township, Logan County, Ohio 0.0002394092% OH1130 Miami Township, Montgomery County, Ohio 0.1354683508% OH1131 Miamisburg City, Ohio 0.1660413479% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-160 State ID Qualifying Subdivision Consolidated State Allocation OH1132 Middle Point Village, Ohio 0.0010159860% OH1133 Middleburg Heights City, Ohio 0.0377244809% OH1134 Middlebury Township, Ohio 0.0002811281% OH1135 Middlefield Village, Ohio 0.0110639374% OH1136 Middleport Village, Ohio 0.0066985891% OH1137 Middleton Township, Columbiana County, Ohio 0.0013311506% OH1138 Middleton Township, Wood County, Ohio 0.0032264709% OH1139 Middletown City, Ohio 0.5826547123% OH1140 Midland Village, Ohio 0.0000223037% OH1141 Midvale Village, Ohio 0.0004926798% OH1142 Midway Village, Ohio 0.0006778443% OH1143 Mifflin Township, Ashland County, Ohio 0.0003416231% OH1144 Mifflin Township, Franklin County, Ohio 0.0915733216% OH1145 Mifflin Township, Pike County, Ohio 0.0001267563% OH1146 Mifflin Township, Richland County, Ohio 0.0080552911% OH1147 Mifflin Township, Wyandot County, Ohio 0.0001214367% OH1148 Mifflin Village, Ohio 0.0001545438% OH1149 Milan Township, Ohio 0.0020258680% OH1150 Milan Village, Ohio 0.0040820332% OH1151 Milford Center Village, Ohio 0.0000633084% OH1152 Milford City, Ohio 0.0751522099% OH1153 Milford Township, Butler County, Ohio 0.0015672512% OH1154 Milford Township, Defiance County, Ohio 0.0002979348% OH1155 Mill Creek Township, Coshocton County, Ohio 0.0000229613% OH1156 Mill Creek Township, Williams County, Ohio 0.0000628635% OH1157 Mill Township, Ohio 0.0121593375% OH1158 Millbury Village, Ohio 0.0009905091% OH1159 Millcreek Township, Ohio 0.0000180881% OH1160 Milledgeville Village, Ohio 0.0000257235% OH1161 Miller City Village, Ohio 0.0000248351% OH1162 Miller Township, Ohio 0.0008599212% OH1163 Millersburg Village, Ohio 0.0018263731% OH1164 Millersport Village, Ohio 0.0058664571% OH1165 Millville Village, Ohio 0.0076100550% OH1166 Millwood Township, Ohio 0.0000543916% OH1167 Milton Center Village, Ohio 0.0000061223% OH1168 Milton Township, Ashland County, Ohio 0.0000162678% OH1169 Milton Township, Mahoning County, Ohio 0.0048642711% OH1170 Miltonsburg Village, Ohio 0.0000172975% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-161 State ID Qualifying Subdivision Consolidated State Allocation OH1171 Mineral City Village, Ohio 0.0026506173% OH1172 Minerva Park Village, Ohio 0.0030776456% OH1173 Minerva Village, Ohio 0.0118214870% OH1174 Mingo Junction Village, Ohio 0.0074909571% OH1175 Minster Village, Ohio 0.0056442578% OH1176 Mississinawa Township, Ohio 0.0003444623% OH1177 Mogadore Village, Ohio 0.0107618198% OH1178 Monclova Township, Ohio 0.0108181339% OH1179 Monday Creek Township, Ohio 0.0000430312% OH1180 Monroe City, Ohio 0.1198391105% OH1181 Monroe County, Ohio 0.0768222745% OH1182 Monroe Township, Adams County, Ohio 0.0016865705% OH1183 Monroe Township, Allen County, Ohio 0.0002727166% OH1184 Monroe Township, Carroll County, Ohio 0.0010130841% OH1185 Monroe Township, Clermont County, Ohio 0.0034821896% OH1186 Monroe Township, Darke County, Ohio 0.0006151113% OH1187 Monroe Township, Guernsey County, Ohio 0.0001903706% OH1188 Monroe Township, Harrison County, Ohio 0.0003530677% OH1189 Monroe Township, Knox County, Ohio 0.0021828768% OH1190 Monroe Township, Licking County, Ohio 0.0160503654% OH1191 Monroe Township, Logan County, Ohio 0.0001895323% OH1192 Monroe Township, Muskingum County, Ohio 0.0001203711% OH1193 Monroe Township, Perry County, Ohio 0.0000753046% OH1194 Monroe Township, Pickaway County, Ohio 0.0003740823% OH1195 Monroe Township, Preble County, Ohio 0.0020296448% OH1196 Monroe Township, Putnam County, Ohio 0.0007698884% OH1197 Monroe Township, Richland County, Ohio 0.0011596765% OH1198 Monroeville Village, Ohio 0.0057515643% OH1199 Monterey Township, Ohio 0.0001158972% OH1200 Montezuma Village, Ohio 0.0003248528% OH1201 Montgomery City, Ohio 0.0491831661% OH1202 Montgomery County, Ohio 5.1644746001% OH1203 Montgomery Township, Marion County, Ohio 0.0007252418% OH1204 Montgomery Township, Wood County, Ohio 0.0011448768% OH1205 Montpelier Village, Ohio 0.0054141221% OH1206 Montville Township, Geauga County, Ohio 0.0005742528% OH1207 Montville Township, Medina County, Ohio 0.0202875314% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-162 State ID Qualifying Subdivision Consolidated State Allocation OH1208 Moorefield Township, Ohio 0.0090773788% OH1209 Moraine City, Ohio 0.0890573422% OH1210 Moreland Hills Village, Ohio 0.0034611065% OH1211 Morgan County, Ohio 0.0873568346% OH1212 Morgan Township, Ashtabula County, Ohio 0.0013032327% OH1213 Morgan Township, Butler County, Ohio 0.0060266465% OH1214 Morgan Township, Gallia County, Ohio 0.0004498495% OH1215 Morgan Township, Knox County, Ohio 0.0013394926% OH1216 Morgan Township, Scioto County, Ohio 0.0014216283% OH1217 Morral Village, Ohio 0.0008926053% OH1218 Morris Township, Ohio 0.0000330739% OH1219 Morristown Village, Ohio 0.0004780643% OH1220 Morrow County, Ohio 0.2192732037% OH1221 Morrow Village, Ohio 0.0015475289% OH1222 Moscow Village, Ohio 0.0010343137% OH1223 Moulton Township, Ohio 0.0002403706% OH1224 Mount Blanchard Village, Ohio 0.0000632489% OH1225 Mount Cory Village, Ohio 0.0001194701% OH1226 Mount Eaton Village, Ohio 0.0003286112% OH1227 Mount Gilead Village, Ohio 0.0047705309% OH1228 Mount Healthy City, Ohio 0.0150472097% OH1229 Mount Orab Village, Ohio 0.0858253892% OH1230 Mount Pleasant Township, Ohio 0.0009562924% OH1231 Mount Pleasant Village, Ohio 0.0001593821% OH1232 Mount Sterling Village, Ohio 0.0092167280% OH1233 Mount Vernon City, Ohio 0.0916146794% OH1234 Mount Victory Village, Ohio 0.0003726928% OH1235 Mowrystown Village, Ohio 0.0099826658% OH1236 Munroe Falls City, Ohio 0.0144765234% OH1237 Munson Township, Ohio 0.0126431327% OH1238 Murray City Village, Ohio 0.0003666041% OH1239 Muskingum County, Ohio 0.5186890264% OH1240 Muskingum Township, Ohio 0.0034591272% OH1241 Mutual Village, Ohio 0.0000512624% OH1242 Napoleon City, Ohio 0.0200262083% OH1243 Napoleon Township, Ohio 0.0008595230% OH1244 Nashville Village, Ohio 0.0001163295% OH1245 Navarre Village, Ohio 0.0045125337% OH1246 Nellie Village, Ohio 0.0000766034% OH1247 Nelsonville City, Ohio 0.0153618582% OH1248 Nevada Village, Ohio 0.0000539719% OH1249 Neville Village, Ohio 0.0000172386% OH1250 New Albany City, Ohio 0.0355984449% OH1251 New Alexandria Village, Ohio 0.0001593821% OH1252 New Athens Village, Ohio 0.0001049661% OH1253 New Bavaria Village, Ohio 0.0001925555% OH1254 New Bloomington Village, Ohio 0.0006286558% OH1255 New Boston Village, Ohio 0.0217793450% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-163 State ID Qualifying Subdivision Consolidated State Allocation OH1256 New Bremen Village, Ohio 0.0076829566% OH1257 New Carlisle City, Ohio 0.0121258538% OH1258 New Concord Village, Ohio 0.0073426360% OH1259 New Franklin City, Ohio 0.0293867642% OH1260 New Haven Township, Ohio 0.0016334992% OH1261 New Holland Village, Ohio 0.0001903085% OH1262 New Jasper Township, Ohio 0.0016406755% OH1263 New Knoxville Village, Ohio 0.0011840478% OH1264 New Lebanon Village, Ohio 0.0058388430% OH1265 New Lexington Village, Ohio 0.0129954223% OH1266 New London Township, Ohio 0.0002882646% OH1267 New London Village, Ohio 0.0030473682% OH1268 New Madison Village, Ohio 0.0016608005% OH1269 New Market Township, Ohio 0.0002484374% OH1270 New Miami Village, Ohio 0.0024074272% OH1271 New Middletown Village, Ohio 0.0007615778% OH1272 New Paris Village, Ohio 0.0016204423% OH1273 New Philadelphia City, Ohio 0.0774788253% OH1274 New Richmond Village, Ohio 0.0330808011% OH1275 New Riegel Village, Ohio 0.0002406507% OH1276 New Russia Township, Ohio 0.0008375698% OH1277 New Straitsville Village, Ohio 0.0021300444% OH1278 New Vienna Village, Ohio 0.0009144537% OH1279 New Washington Village, Ohio 0.0012290055% OH1280 New Waterford Village, Ohio 0.0048586998% OH1281 New Weston Village, Ohio 0.0000861156% OH1282 Newark City, Ohio 0.1777772576% OH1283 Newark Township, Ohio 0.0018255901% OH1284 Newberry Township, Ohio 0.0019874499% OH1285 Newburgh Heights Village, Ohio 0.0042789708% OH1286 Newbury Township, Ohio 0.0027755552% OH1287 Newcomerstown Village, Ohio 0.0076759513% OH1288 Newton Falls Village, Ohio 0.0365044154% OH1289 Newton Township, Licking County, Ohio 0.0011027676% OH1290 Newton Township, Muskingum County, Ohio 0.0020262466% OH1291 Newton Township, Pike County, Ohio 0.0002281614% OH1292 Newton Township, Trumbull County, Ohio 0.0026939270% OH1293 Newtonsville Village, Ohio 0.0005516340% OH1294 Newtown Village, Ohio 0.0057282940% OH1295 Ney Village, Ohio 0.0000662077% OH1296 Nile Township, Ohio 0.0052315920% OH1297 Niles City, Ohio 0.1643806952% OH1298 Nimishillen Township, Ohio 0.0122610291% OH1299 Noble County, Ohio 0.0987433126% OH1300 Noble Township, Auglaize County, Ohio 0.0000089026% OH1301 Noble Township, Defiance County, Ohio 0.0003420733% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-164 State ID Qualifying Subdivision Consolidated State Allocation OH1302 Noble Township, Noble County, Ohio 0.0008278915% OH1303 North Baltimore Village, Ohio 0.0034529973% OH1304 North Bend Village, Ohio 0.0025608089% OH1305 North Bloomfield Township, Ohio 0.0004132886% OH1306 North Canton City, Ohio 0.0524878920% OH1307 North College Hill City, Ohio 0.0194144077% OH1308 North Fairfield Village, Ohio 0.0000686344% OH1309 North Hampton Village, Ohio 0.0018236413% OH1310 North Kingsville Village, Ohio 0.0058586766% OH1311 North Lewisburg Village, Ohio 0.0040569220% OH1312 North Olmsted City, Ohio 0.0399884238% OH1313 North Perry Village, Ohio 0.0021416939% OH1314 North Randall Village, Ohio 0.0010272691% OH1315 North Ridgeville City, Ohio 0.1099748579% OH1316 North Robinson Village, Ohio 0.0000652569% OH1317 North Royalton City, Ohio 0.0490362937% OH1318 North Star Village, Ohio 0.0006041028% OH1319 North Township, Ohio 0.0006202542% OH1320 Northfield Center Township, Ohio 0.0055419447% OH1321 Northfield Village, Ohio 0.0204907382% OH1322 Northwest Township, Ohio 0.0003378915% OH1323 Northwood City, Ohio 0.0154037964% OH1324 Norton City, Ohio 0.0374368018% OH1325 Norwalk City, Ohio 0.0671930963% OH1326 Norwalk Township, Ohio 0.0009746088% OH1327 Norwich Township, Franklin County, Ohio 0.0881825657% OH1328 Norwich Township, Huron County, Ohio 0.0005490754% OH1329 Norwich Village, Ohio 0.0000776491% OH1330 Norwood City, Ohio 0.1133550899% OH1331 Nottingham Township, Ohio 0.0002290169% OH1332 Oak Harbor Village, Ohio 0.0043210926% OH1333 Oak Hill Village, Ohio 0.0009945397% OH1334 Oakwood City, Ohio 0.0665292396% OH1335 Oakwood Village, Cuyahoga County, Ohio 0.0160412015% OH1336 Oakwood Village, Paulding County, Ohio 0.0006103209% OH1337 Oberlin City, Ohio 0.0523286319% OH1338 Obetz Village, Ohio 0.0012677151% OH1339 Octa Village, Ohio 0.0000132032% OH1340 Ohio City Village, Ohio 0.0013381279% OH1341 Ohio Township, Clermont County, Ohio 0.0024995915% OH1342 Ohio Township, Monroe County, Ohio 0.0002805325% OH1343 Old Washington Village, Ohio 0.0016589439% OH1344 Olive Township, Meigs County, Ohio 0.0005413001% OH1345 Olive Township, Noble County, Ohio 0.0002069729% OH1346 Olmsted Falls City, Ohio 0.0116318466% OH1347 Olmsted Township, Ohio 0.0148163807% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-165 State ID Qualifying Subdivision Consolidated State Allocation OH1348 Ontario City, Ohio 0.0192773910% OH1349 Orange Township, Ashland County, Ohio 0.0004880329% OH1350 Orange Township, Carroll County, Ohio 0.0003703748% OH1351 Orange Township, Delaware County, Ohio 0.0531556020% OH1352 Orange Township, Meigs County, Ohio 0.0003383126% OH1353 Orange Township, Shelby County, Ohio 0.0011891054% OH1354 Orange Village, Ohio 0.0100237754% OH1355 Orangeville Village, Ohio 0.0005285553% OH1356 Oregon City, Ohio 0.0936692081% OH1357 Orrville City, Ohio 0.0089614214% OH1358 Orwell Township, Ohio 0.0004813742% OH1359 Orwell Village, Ohio 0.0054712290% OH1360 Osgood Village, Ohio 0.0000984178% OH1361 Osnaburg Township, Ohio 0.0017515756% OH1362 Ostrander Village, Ohio 0.0001237328% OH1363 Ottawa County, Ohio 0.2393019717% OH1364 Ottawa Hills Village, Ohio 0.0134021121% OH1365 Ottawa Village, Ohio 0.0047352274% OH1366 Ottoville Village, Ohio 0.0010927448% OH1367 Otway Village, Ohio 0.0001137303% OH1368 Owensville Village, Ohio 0.0008791667% OH1369 Oxford City, Ohio 0.0794612533% OH1370 Oxford Township, Butler County, Ohio 0.1101599888% OH1371 Oxford Township, Coshocton County, Ohio 0.0002143057% OH1372 Oxford Township, Guernsey County, Ohio 0.0001223811% OH1373 Oxford Township, Tuscarawas County, Ohio 0.0000788288% OH1374 Painesville City, Ohio 0.0828627046% OH1375 Painesville Township, Ohio 0.0334236916% OH1376 Paint Township, Fayette County, Ohio 0.0000280861% OH1377 Paint Township, Highland County, Ohio 0.0002710226% OH1378 Paint Township, Holmes County, Ohio 0.0004187862% OH1379 Paint Township, Madison County, Ohio 0.0000155425% OH1380 Paint Township, Ross County, Ohio 0.0003836542% OH1381 Paint Township, Wayne County, Ohio 0.0001894347% OH1382 Palestine Village, Ohio 0.0005121741% OH1383 Palmer Township, Ohio 0.0000584877% OH1384 Palmyra Township, Ohio 0.0008124819% OH1385 Pandora Village, Ohio 0.0009188990% OH1386 Paris Township, Portage County, Ohio 0.0001503091% OH1387 Paris Township, Stark County, Ohio 0.0010390703% OH1388 Parkman Township, Ohio 0.0008613792% OH1389 Parma City, Ohio 0.1543116176% OH1390 Parma Heights City, Ohio 0.0326118418% OH1391 Parral Village, Ohio 0.0000098536% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-166 State ID Qualifying Subdivision Consolidated State Allocation OH1392 Pataskala City, Ohio 0.0174033408% OH1393 Patterson Village, Ohio 0.0000841761% OH1394 Paulding County, Ohio 0.0839721160% OH1395 Paulding Township, Ohio 0.0001534939% OH1396 Paulding Village, Ohio 0.0016847781% OH1397 Paxton Township, Ohio 0.0010329152% OH1398 Payne Village, Ohio 0.0005664655% OH1399 Pease Township, Ohio 0.0005202465% OH1400 Pebble Township, Ohio 0.0003464673% OH1401 Pee Pee Township, Ohio 0.0015041749% OH1402 Peebles Village, Ohio 0.0067989872% OH1403 Pemberville Village, Ohio 0.0012856905% OH1404 Peninsula Village, Ohio 0.0050407601% OH1405 Penn Township, Ohio 0.0001392397% OH1406 Pepper Pike City, Ohio 0.0193758750% OH1407 Perkins Township, Ohio 0.0512077107% OH1408 Perry County, Ohio 0.2380485965% OH1409 Perry Township, Allen County, Ohio 0.0045543679% OH1410 Perry Township, Brown County, Ohio 0.0143559087% OH1411 Perry Township, Columbiana County, Ohio 0.0048853229% OH1412 Perry Township, Fayette County, Ohio 0.0003538844% OH1413 Perry Township, Franklin County, Ohio 0.0091642053% OH1414 Perry Township, Lake County, Ohio 0.0025586608% OH1415 Perry Township, Lawrence County, Ohio 0.0009214313% OH1416 Perry Township, Licking County, Ohio 0.0016309840% OH1417 Perry Township, Logan County, Ohio 0.0026933538% OH1418 Perry Township, Monroe County, Ohio 0.0000872768% OH1419 Perry Township, Muskingum County, Ohio 0.0027986277% OH1420 Perry Township, Pickaway County, Ohio 0.0000291493% OH1421 Perry Township, Pike County, Ohio 0.0001267563% OH1422 Perry Township, Putnam County, Ohio 0.0000082784% OH1423 Perry Township, Richland County, Ohio 0.0004103471% OH1424 Perry Township, Stark County, Ohio 0.0537347763% OH1425 Perry Township, Wood County, Ohio 0.0001040797% OH1426 Perry Village, Ohio 0.0054300469% OH1427 Perrysburg City, Ohio 0.0576846462% OH1428 Perrysburg Township, Ohio 0.0342177338% OH1429 Perrysville Village, Ohio 0.0008459238% OH1430 Peru Township, Huron County, Ohio 0.0000274538% OH1431 Peru Township, Morrow County, Ohio 0.0000708495% OH1432 Phillipsburg Village, Ohio 0.0041962937% OH1433 Philo Village, Ohio 0.0010532470% OH1434 Pickaway County, Ohio 0.0934088328% OH1435 Pickaway Township, Ohio 0.0005441197% OH1436 Pickerington City, Ohio 0.0350194279% OH1437 Pierce Township, Ohio 0.0721778605% OH1438 Pierpont Township, Ohio 0.0011858243% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-167 State ID Qualifying Subdivision Consolidated State Allocation OH1439 Pike County, Ohio 0.3072066041% OH1440 Pike Township, Brown County, Ohio 0.0024184900% OH1441 Pike Township, Clark County, Ohio 0.0026810249% OH1442 Pike Township, Perry County, Ohio 0.0022268646% OH1443 Pike Township, Stark County, Ohio 0.0021276201% OH1444 Piketon Village, Ohio 0.0023999196% OH1445 Pioneer Village, Ohio 0.0028760068% OH1446 Piqua City, Ohio 0.0869480927% OH1447 Pitsburg Village, Ohio 0.0005659024% OH1448 Pitt Township, Ohio 0.0002833522% OH1449 Plain City Village, Ohio 0.0102501421% OH1450 Plain Township, Franklin County, Ohio 0.0388485937% OH1451 Plain Township, Stark County, Ohio 0.0464019090% OH1452 Plain Township, Wayne County, Ohio 0.0002976831% OH1453 Plain Township, Wood County, Ohio 0.0002693828% OH1454 Plainfield Village, Ohio 0.0000153076% OH1455 Pleasant City Village, Ohio 0.0008654831% OH1456 Pleasant Hill Village, Ohio 0.0002839214% OH1457 Pleasant Plain Village, Ohio 0.0000116356% OH1458 Pleasant Township, Brown County, Ohio 0.0012092450% OH1459 Pleasant Township, Clark County, Ohio 0.0032390047% OH1460 Pleasant Township, Fairfield County, Ohio 0.0068849393% OH1461 Pleasant Township, Franklin County, Ohio 0.0137844922% OH1462 Pleasant Township, Hancock County, Ohio 0.0002811062% OH1463 Pleasant Township, Henry County, Ohio 0.0002233406% OH1464 Pleasant Township, Knox County, Ohio 0.0045641970% OH1465 Pleasant Township, Marion County, Ohio 0.0096326984% OH1466 Pleasant Township, Perry County, Ohio 0.0001828826% OH1467 Pleasant Township, Seneca County, Ohio 0.0003208676% OH1468 Pleasant Township, Van Wert County, Ohio 0.0002849717% OH1469 Pleasantville Village, Ohio 0.0000570350% OH1470 Plymouth Township, Ohio 0.0017493844% OH1471 Plymouth Village, Ohio 0.0065060016% OH1472 Poland Township, Ohio 0.0148262002% OH1473 Poland Village, Ohio 0.0061663235% OH1474 Polk Township, Ohio 0.0010767393% OH1475 Polk Village, Ohio 0.0000406694% OH1476 Pomeroy Village, Ohio 0.0093881741% OH1477 Port Clinton City, Ohio 0.0145364578% OH1478 Port Jefferson Village, Ohio 0.0003105872% OH1479 Port Washington Village, Ohio 0.0003251687% OH1480 Port William Village, Ohio 0.0010928837% OH1481 Portage County, Ohio 0.9187057360% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-168 State ID Qualifying Subdivision Consolidated State Allocation OH1482 Portage Township, Hancock County, Ohio 0.0001686637% OH1483 Portage Township, Ottawa County, Ohio 0.0000480885% OH1484 Portage Township, Wood County, Ohio 0.0001408137% OH1485 Portage Village, Ohio 0.0016040519% OH1486 Porter Township, Delaware County, Ohio 0.0036954857% OH1487 Porter Township, Scioto County, Ohio 0.0395496982% OH1488 Portsmouth City, Ohio 0.2233662325% OH1489 Potsdam Village, Ohio 0.0000227137% OH1490 Powell City, Ohio 0.0184361841% OH1491 Powhatan Point Village, Ohio 0.0016591645% OH1492 Prairie Township, Franklin County, Ohio 0.0344574120% OH1493 Prairie Township, Holmes County, Ohio 0.0003867956% OH1494 Preble County, Ohio 0.3067055248% OH1495 Proctorville Village, Ohio 0.0018254771% OH1496 Prospect Village, Ohio 0.0011157566% OH1497 Providence Township, Ohio 0.0026476678% OH1498 Pulaski Township, Ohio 0.0002907439% OH1499 Pultney Township, Ohio 0.0018560145% OH1500 Pusheta Township, Ohio 0.0002670784% OH1501 Put In Bay Township, Ohio 0.0034623699% OH1502 Put-In-Bay Village, Ohio 0.0040050827% OH1503 Putnam County, Ohio 0.1372967601% OH1504 Quaker City Village, Ohio 0.0004351328% OH1505 Quincy Village, Ohio 0.0003391631% OH1506 Raccoon Township, Ohio 0.0003561309% OH1507 Racine Village, Ohio 0.0010826003% OH1508 Radnor Township, Ohio 0.0001814747% OH1509 Randolph Township, Ohio 0.0013730943% OH1510 Range Township, Ohio 0.0007149570% OH1511 Rarden Township, Ohio 0.0020471447% OH1512 Rarden Village, Ohio 0.0005117862% OH1513 Ravenna City, Ohio 0.0218557620% OH1514 Ravenna Township, Ohio 0.0059636168% OH1515 Rawson Village, Ohio 0.0001405531% OH1516 Rayland Village, Ohio 0.0003984552% OH1517 Reading City, Ohio 0.0457344992% OH1518 Reading Township, Ohio 0.0019364040% OH1519 Recovery Township, Ohio 0.0000812132% OH1520 Reily Township, Ohio 0.0012764211% OH1521 Reminderville Village, Ohio 0.0151415568% OH1522 Rendville Village, Ohio 0.0001828826% OH1523 Republic Village, Ohio 0.0011130095% OH1524 Reynoldsburg City, Ohio 0.0697130845% OH1525 Rice Township, Ohio 0.0003978688% OH1526 Richfield Township, Henry County, Ohio 0.0023349246% OH1527 Richfield Township, Lucas County, Ohio 0.0047039321% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-169 State ID Qualifying Subdivision Consolidated State Allocation OH1528 Richfield Township, Summit County, Ohio 0.0095996121% OH1529 Richfield Village, Ohio 0.0399887454% OH1530 Richland County, Ohio 0.7455113947% OH1531 Richland Township, Allen County, Ohio 0.0002999883% OH1532 Richland Township, Belmont County, Ohio 0.0026715361% OH1533 Richland Township, Clinton County, Ohio 0.0005798975% OH1534 Richland Township, Darke County, Ohio 0.0002952534% OH1535 Richland Township, Fairfield County, Ohio 0.0003503579% OH1536 Richland Township, Holmes County, Ohio 0.0001483201% OH1537 Richland Township, Wyandot County, Ohio 0.0001079437% OH1538 Richmond Heights City, Ohio 0.0218650269% OH1539 Richmond Township, Ashtabula County, Ohio 0.0003170025% OH1540 Richmond Township, Huron County, Ohio 0.0015099572% OH1541 Richmond Village, Ohio 0.0007609773% OH1542 Richwood Village, Ohio 0.0014048433% OH1543 Ridgefield Township, Ohio 0.0003431721% OH1544 Ridgeville Township, Ohio 0.0002165727% OH1545 Ridgeway Village, Ohio 0.0003864298% OH1546 Riley Township, Ohio 0.0007202182% OH1547 Rio Grande Village, Ohio 0.0014432672% OH1548 Ripley Township, Holmes County, Ohio 0.0000348988% OH1549 Ripley Township, Huron County, Ohio 0.0000137269% OH1550 Ripley Village, Ohio 0.0111932679% OH1551 Risingsun Village, Ohio 0.0004530528% OH1552 Rittman City, Ohio 0.0059649971% OH1553 Riverlea Village, Ohio 0.0001680104% OH1554 Riverside City, Ohio 0.0817797700% OH1555 Roaming Shores Village, Ohio 0.0034987688% OH1556 Rochester Township, Ohio 0.0013537465% OH1557 Rochester Village, Ohio 0.0000194784% OH1558 Rock Creek Village, Ohio 0.0002113350% OH1559 Rockford Village, Ohio 0.0018408327% OH1560 Rocky Ridge Village, Ohio 0.0002129632% OH1561 Rocky River City, Ohio 0.0503638414% OH1562 Rogers Village, Ohio 0.0005457718% OH1563 Rome Township, Ashtabula County, Ohio 0.0014206410% OH1564 Rome Township, Athens County, Ohio 0.0002813909% OH1565 Rome Township, Lawrence County, Ohio 0.0010605153% OH1566 Rome Village, Ohio 0.0002586036% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-170 State ID Qualifying Subdivision Consolidated State Allocation OH1567 Rootstown Township, Ohio 0.0026527533% OH1568 Rose Township, Ohio 0.0004793086% OH1569 Roseville Village, Ohio 0.0016522526% OH1570 Ross County, Ohio 1.0109583321% OH1571 Ross Township, Butler County, Ohio 0.0261747113% OH1572 Ross Township, Greene County, Ohio 0.0002579678% OH1573 Ross Township, Jefferson County, Ohio 0.0004940844% OH1574 Rossburg Village, Ohio 0.0000984178% OH1575 Rossford City, Ohio 0.0126977241% OH1576 Roswell Village, Ohio 0.0002759007% OH1577 Roundhead Township, Ohio 0.0002332423% OH1578 Royalton Township, Ohio 0.0009661532% OH1579 Rumley Township, Ohio 0.0006297965% OH1580 Rush Creek Township, Ohio 0.0026562014% OH1581 Rush Township, Scioto County, Ohio 0.0047482384% OH1582 Rush Township, Tuscarawas County, Ohio 0.0000689752% OH1583 Rushcreek Township, Ohio 0.0004189662% OH1584 Rushsylvania Village, Ohio 0.0000099754% OH1585 Rushville Village, Ohio 0.0000244436% OH1586 Russell Township, Ohio 0.0185770784% OH1587 Russells Point Village, Ohio 0.0022943385% OH1588 Russellville Village, Ohio 0.0057671685% OH1589 Russia Village, Ohio 0.0003460829% OH1590 Rutland Village, Ohio 0.0004567220% OH1591 Sabina Village, Ohio 0.0072933257% OH1592 Sagamore Hills Township, Ohio 0.0226207726% OH1593 Salem City, Ohio 0.0383095249% OH1594 Salem Township, Auglaize County, Ohio 0.0001157340% OH1595 Salem Township, Champaign County, Ohio 0.0003806616% OH1596 Salem Township, Columbiana County, Ohio 0.0009051824% OH1597 Salem Township, Muskingum County, Ohio 0.0003912060% OH1598 Salem Township, Ottawa County, Ohio 0.0007213271% OH1599 Salem Township, Shelby County, Ohio 0.0010648705% OH1600 Salem Township, Tuscarawas County, Ohio 0.0026407637% OH1601 Salem Township, Warren County, Ohio 0.0074583911% OH1602 Salem Township, Washington County, Ohio 0.0005013228% OH1603 Salesville Village, Ohio 0.0000679895% OH1604 Salineville Village, Ohio 0.0034609917% OH1605 Salisbury Township, Ohio 0.0003552282% OH1606 Salt Creek Township, Hocking County, Ohio 0.0001833021% OH1607 Salt Creek Township, Holmes County, Ohio 0.0000465318% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-171 State ID Qualifying Subdivision Consolidated State Allocation OH1608 Salt Creek Township, Wayne County, Ohio 0.0001391765% OH1609 Salt Lick Township, Ohio 0.0000430312% OH1610 Salt Rock Township, Ohio 0.0007066458% OH1611 Saltcreek Township, Ohio 0.0003935151% OH1612 Sandusky City, Ohio 0.1261336610% OH1613 Sandusky County, Ohio 0.3072903644% OH1614 Sandusky Township, Crawford County, Ohio 0.0000108762% OH1615 Sandusky Township, Sandusky County, Ohio 0.0015100930% OH1616 Sandy Township, Stark County, Ohio 0.0049479536% OH1617 Sandy Township, Tuscarawas County, Ohio 0.0006897517% OH1618 Sarahsville Village, Ohio 0.0000689910% OH1619 Sardinia Village, Ohio 0.0044028921% OH1620 Savannah Village, Ohio 0.0002294615% OH1621 Saybrook Township, Ohio 0.0161906113% OH1622 Scio Village, Ohio 0.0001526779% OH1623 Scioto County, Ohio 0.9401796346% OH1624 Scioto Township, Delaware County, Ohio 0.0019714756% OH1625 Scioto Township, Pickaway County, Ohio 0.0062913839% OH1626 Scioto Township, Pike County, Ohio 0.0002619631% OH1627 Scioto Township, Ross County, Ohio 0.0146969071% OH1628 Scipio Township, Meigs County, Ohio 0.0004736376% OH1629 Scipio Township, Seneca County, Ohio 0.0005615183% OH1630 Scott Township, Marion County, Ohio 0.0001301716% OH1631 Scott Township, Sandusky County, Ohio 0.0009313747% OH1632 Scott Village, Ohio 0.0006416289% OH1633 Seal Township, Ohio 0.0013351665% OH1634 Seaman Village, Ohio 0.0025035030% OH1635 Sebring Village, Ohio 0.0078737318% OH1636 Seneca County, Ohio 0.2801274556% OH1637 Seneca Township, Monroe County, Ohio 0.0000124681% OH1638 Seneca Township, Noble County, Ohio 0.0000172477% OH1639 Senecaville Village, Ohio 0.0007886782% OH1640 Seven Hills City, Ohio 0.0208535620% OH1641 Seven Mile Village, Ohio 0.0013087356% OH1642 Seville Village, Ohio 0.0055383307% OH1643 Shadyside Village, Ohio 0.0078177582% OH1644 Shaker Heights City, Ohio 0.1048407101% OH1645 Shalersville Township, Ohio 0.0000934354% OH1646 Sharon Township, Franklin County, Ohio 0.0053763338% OH1647 Sharon Township, Medina County, Ohio 0.0058099333% OH1648 Sharon Township, Richland County, Ohio 0.0000802853% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-172 State ID Qualifying Subdivision Consolidated State Allocation OH1649 Sharonville City, Ohio 0.1284229161% OH1650 Shawnee Hills Village, Ohio 0.0030520752% OH1651 Shawnee Township, Ohio 0.0289829613% OH1652 Shawnee Village, Ohio 0.0005916790% OH1653 Sheffield Lake City, Ohio 0.0113266702% OH1654 Sheffield Township, Ashtabula County, Ohio 0.0012562693% OH1655 Sheffield Township, Lorain County, Ohio 0.0039054125% OH1656 Sheffield Village, Ohio 0.0383431647% OH1657 Shelby City, Ohio 0.0301426674% OH1658 Shelby County, Ohio 0.2601922372% OH1659 Sherrodsville Village, Ohio 0.0010675510% OH1660 Sherwood Village, Ohio 0.0012358778% OH1661 Shiloh Village, Ohio 0.0001516500% OH1662 Shreve Village, Ohio 0.0012061965% OH1663 Sidney City, Ohio 0.0768126600% OH1664 Silver Lake Village, Ohio 0.0087129009% OH1665 Silverton Village, Ohio 0.0117488480% OH1666 Sinking Spring Village, Ohio 0.0018697801% OH1667 Smith Township, Belmont County, Ohio 0.0011670394% OH1668 Smith Township, Mahoning County, Ohio 0.0056258490% OH1669 Smithfield Township, Ohio 0.0003028259% OH1670 Smithfield Village, Ohio 0.0021516579% OH1671 Smithville Village, Ohio 0.0012448566% OH1672 Solon City, Ohio 0.0575665779% OH1673 Somerford Township, Ohio 0.0018806477% OH1674 Somers Township, Ohio 0.0009493500% OH1675 Somerset Village, Ohio 0.0013447250% OH1676 Somerville Village, Ohio 0.0001615723% OH1677 South Amherst Village, Ohio 0.0020257501% OH1678 South Bloomfield Township, Ohio 0.0004782339% OH1679 South Bloomfield Village, Ohio 0.0012874261% OH1680 South Charleston Village, Ohio 0.0026810249% OH1681 South Euclid City, Ohio 0.0416202012% OH1682 South Lebanon Village, Ohio 0.0058643200% OH1683 South Point Village, Ohio 0.0061370801% OH1684 South Russell Village, Ohio 0.0067283287% OH1685 South Salem Village, Ohio 0.0005572426% OH1686 South Solon Village, Ohio 0.0007460421% OH1687 South Vienna Village, Ohio 0.0009118207% OH1688 South Webster Village, Ohio 0.0024736332% OH1689 South Zanesville Village, Ohio 0.0015547932% OH1690 Southington Township, Ohio 0.0014492645% OH1691 Sparta Village, Ohio 0.0000770825% OH1692 Spencer Township, Allen County, Ohio 0.0001636300% OH1693 Spencer Township, Guernsey County, Ohio 0.0001631748% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-173 State ID Qualifying Subdivision Consolidated State Allocation OH1694 Spencer Township, Lucas County, Ohio 0.0024565990% OH1695 Spencer Township, Medina County, Ohio 0.0000708528% OH1696 Spencer Village, Ohio 0.0016178066% OH1697 Spencerville Village, Ohio 0.0025294469% OH1698 Sprigg Township, Ohio 0.0001054107% OH1699 Spring Valley Township, Ohio 0.0070786377% OH1700 Spring Valley Village, Ohio 0.0001444620% OH1701 Springboro City, Ohio 0.0299889938% OH1702 Springdale City, Ohio 0.0692154947% OH1703 Springfield City, Ohio 0.4735887613% OH1704 Springfield Township, Clark County, Ohio 0.0105063514% OH1705 Springfield Township, Gallia County, Ohio 0.0009746740% OH1706 Springfield Township, Hamilton County, Ohio 0.1053972703% OH1707 Springfield Township, Jefferson County, Ohio 0.0002231349% OH1708 Springfield Township, Lucas County, Ohio 0.0432543386% OH1709 Springfield Township, Mahoning County, Ohio 0.0039675747% OH1710 Springfield Township, Richland County, Ohio 0.0177162881% OH1711 Springfield Township, Ross County, Ohio 0.0053121351% OH1712 Springfield Township, Summit County, Ohio 0.0469667767% OH1713 Springfield Township, Williams County, Ohio 0.0004950504% OH1714 St Albans Township, Ohio 0.0043369348% OH1715 St Clair Township, Butler County, Ohio 0.0005493458% OH1716 St Clair Township, Columbiana County, Ohio 0.0167991211% OH1717 St Marys Township, Ohio 0.0002136628% OH1718 St. Bernard Village, Ohio 0.0379854367% OH1719 St. Clairsville City, Ohio 0.0187569954% OH1720 St. Henry Village, Ohio 0.0014076956% OH1721 St. Louisville Village, Ohio 0.0003799451% OH1722 St. Marys City, Ohio 0.0281144576% OH1723 St. Paris Village, Ohio 0.0038066155% OH1724 Stafford Village, Ohio 0.0000249362% OH1725 Stark County, Ohio 1.5315796664% OH1726 Starr Township, Ohio 0.0001436692% OH1727 Staunton Township, Ohio 0.0003747763% OH1728 Sterling Township, Ohio 0.0043408795% OH1729 Steubenville City, Ohio 0.1367338744% OH1730 Steubenville Township, Ohio 0.0000318764% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-174 State ID Qualifying Subdivision Consolidated State Allocation OH1731 Stock Township, Harrison County, Ohio 0.0003339830% OH1732 Stock Township, Noble County, Ohio 0.0000344955% OH1733 Stockport Village, Ohio 0.0002249256% OH1734 Stokes Township, Logan County, Ohio 0.0047782092% OH1735 Stokes Township, Madison County, Ohio 0.0007615846% OH1736 Stone Creek Village, Ohio 0.0001379503% OH1737 Stonelick Township, Ohio 0.0184280231% OH1738 Stoutsville Village, Ohio 0.0000733307% OH1739 Stow City, Ohio 0.1475892163% OH1740 Strasburg Village, Ohio 0.0032911011% OH1741 Stratton Village, Ohio 0.0014981914% OH1742 Streetsboro City, Ohio 0.0206045399% OH1743 Strongsville City, Ohio 0.0739396664% OH1744 Struthers City, Ohio 0.0252671862% OH1745 Stryker Village, Ohio 0.0016737417% OH1746 Suffield Township, Ohio 0.0026771277% OH1747 Sugar Bush Knolls Village, Ohio 0.0000982645% OH1748 Sugar Creek Township, Allen County, Ohio 0.0002727166% OH1749 Sugar Creek Township, Putnam County, Ohio 0.0001655674% OH1750 Sugar Creek Township, Wayne County, Ohio 0.0003634054% OH1751 Sugar Grove Village, Ohio 0.0001955486% OH1752 Sugarcreek Township, Ohio 0.0470017417% OH1753 Sugarcreek Village, Ohio 0.0027688605% OH1754 Sullivan Township, Ohio 0.0017162492% OH1755 Summerfield Village, Ohio 0.0001212800% OH1756 Summit Township, Ohio 0.0000062341% OH1757 Summitville Village, Ohio 0.0004792142% OH1758 Sunbury Village, Ohio 0.0082323543% OH1759 Sunfish Township, Ohio 0.0000676034% OH1760 Swan Creek Township, Ohio 0.0048429959% OH1761 Swanton Township, Ohio 0.0015012549% OH1762 Swanton Village, Ohio 0.0072434936% OH1763 Switzerland Township, Ohio 0.0001807876% OH1764 Sycamore Township, Hamilton County, Ohio 0.0584269292% OH1765 Sycamore Township, Wyandot County, Ohio 0.0002766058% OH1766 Sycamore Village, Ohio 0.0012008738% OH1767 Sylvania City, Ohio 0.0526622027% OH1768 Sylvania Township, Ohio 0.1247952267% OH1769 Symmes Township, Hamilton County, Ohio 0.0305202839% OH1770 Symmes Township, Lawrence County, Ohio 0.0000521565% OH1771 Syracuse Village, Ohio 0.0005413001% OH1772 Tallmadge City, Ohio 0.0580737905% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-175 State ID Qualifying Subdivision Consolidated State Allocation OH1773 Tarlton Village, Ohio 0.0002242634% OH1774 Tate Township, Ohio 0.0267197716% OH1775 Taylor Creek Township, Ohio 0.0001110677% OH1776 Terrace Park Village, Ohio 0.0056698421% OH1777 Texas Township, Ohio 0.0002936562% OH1778 The Village of Indian Hill City, Ohio 0.0264202950% OH1779 Thompson Township, Delaware County, Ohio 0.0002474656% OH1780 Thompson Township, Geauga County, Ohio 0.0022491568% OH1781 Thorn Township, Ohio 0.0007422882% OH1782 Thornville Village, Ohio 0.0006131946% OH1783 Thurston Village, Ohio 0.0013688400% OH1784 Tiffin City, Ohio 0.0703803061% OH1785 Tiffin Township, Ohio 0.0005075927% OH1786 Tiltonsville Village, Ohio 0.0016575735% OH1787 Timberlake Village, Ohio 0.0023312243% OH1788 Tipp City, Ohio 0.0376479790% OH1789 Tiro Village, Ohio 0.0000326285% OH1790 Toledo City, Ohio 1.0197706186% OH1791 Tontogany Village, Ohio 0.0001897924% OH1792 Toronto City, Ohio 0.0279077997% OH1793 Townsend Township, Huron County, Ohio 0.0006177098% OH1794 Townsend Township, Sandusky County, Ohio 0.0000271274% OH1795 Tremont City Village, Ohio 0.0006396354% OH1796 Trenton City, Ohio 0.0416371797% OH1797 Trenton Township, Ohio 0.0000577420% OH1798 Trimble Township, Ohio 0.0023032365% OH1799 Trimble Village, Ohio 0.0004320101% OH1800 Trotwood City, Ohio 0.0811683100% OH1801 Troy City, Ohio 0.0899917302% OH1802 Troy Township, Ashland County, Ohio 0.0002358826% OH1803 Troy Township, Athens County, Ohio 0.0008754383% OH1804 Troy Township, Geauga County, Ohio 0.0026032794% OH1805 Troy Township, Richland County, Ohio 0.0034790294% OH1806 Troy Township, Wood County, Ohio 0.0027734180% OH1807 Trumbull County, Ohio 2.0203599712% OH1808 Trumbull Township, Ohio 0.0006457459% OH1809 Truro Township, Ohio 0.0493339720% OH1810 Tully Township, Ohio 0.0007929647% OH1811 Turtle Creek Township, Ohio 0.0003372090% OH1812 Turtlecreek Township, Ohio 0.0071325956% OH1813 Tuscarawas County, Ohio 0.3721703206% OH1814 Tuscarawas Township, Ohio 0.0020979323% OH1815 Tuscarawas Village, Ohio 0.0003842902% OH1816 Twin Township, Darke County, Ohio 0.0003813690% OH1817 Twin Township, Ross County, Ohio 0.0052531114% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-176 State ID Qualifying Subdivision Consolidated State Allocation OH1818 Twinsburg City, Ohio 0.0833508485% OH1819 Tymochtee Township, Ohio 0.0003170847% OH1820 Uhrichsville City, Ohio 0.0101787647% OH1821 Union City Village, Ohio 0.0076150778% OH1822 Union City, Ohio 0.0198982889% OH1823 Union County, Ohio 0.3002174205% OH1824 Union Township, Auglaize County, Ohio 0.0001691497% OH1825 Union Township, Carroll County, Ohio 0.0000762536% OH1826 Union Township, Champaign County, Ohio 0.0000211479% OH1827 Union Township, Clermont County, Ohio 0.3185341547% OH1828 Union Township, Clinton County, Ohio 0.0085869431% OH1829 Union Township, Fayette County, Ohio 0.0014043033% OH1830 Union Township, Highland County, Ohio 0.0112248527% OH1831 Union Township, Lawrence County, Ohio 0.0011822137% OH1832 Union Township, Licking County, Ohio 0.0076823054% OH1833 Union Township, Logan County, Ohio 0.0001197046% OH1834 Union Township, Mercer County, Ohio 0.0004692319% OH1835 Union Township, Miami County, Ohio 0.0038499743% OH1836 Union Township, Muskingum County, Ohio 0.0003209896% OH1837 Union Township, Pike County, Ohio 0.0001098555% OH1838 Union Township, Ross County, Ohio 0.0119227921% OH1839 Union Township, Tuscarawas County, Ohio 0.0002167791% OH1840 Union Township, Union County, Ohio 0.0002502189% OH1841 Union Township, Van Wert County, Ohio 0.0002973617% OH1842 Union Township, Warren County, Ohio 0.0079936267% OH1843 Unionville Center Village, Ohio 0.0001475046% OH1844 Uniopolis Village, Ohio 0.0002492732% OH1845 Unity Township, Ohio 0.0000798690% OH1846 University Heights City, Ohio 0.0306916388% OH1847 Upper Arlington City, Ohio 0.1198448950% OH1848 Upper Sandusky City, Ohio 0.0108550896% OH1849 Upper Township, Ohio 0.0007475763% OH1850 Urbana City, Ohio 0.0575116162% OH1851 Urbancrest Village, Ohio 0.0003436577% OH1852 Utica Village, Ohio 0.0044986588% OH1853 Valley Hi Village, Ohio 0.0001316045% OH1854 Valley Township, Guernsey County, Ohio 0.0005439160% OH1855 Valley Township, Scioto County, Ohio 0.0018196842% OH1856 Valley View Village, Ohio 0.0158831601% OH1857 Valleyview Village, Ohio 0.0016037359% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-177 State ID Qualifying Subdivision Consolidated State Allocation OH1858 Van Buren Township, Darke County, Ohio 0.0003444623% OH1859 Van Buren Township, Putnam County, Ohio 0.0002317943% OH1860 Van Buren Township, Shelby County, Ohio 0.0003904525% OH1861 Van Buren Village, Ohio 0.0001188906% OH1862 Van Wert City, Ohio 0.0528808311% OH1863 Van Wert County, Ohio 0.1122540604% OH1864 Vandalia City, Ohio 0.0967305650% OH1865 Vanlue Village, Ohio 0.0001114793% OH1866 Venedocia Village, Ohio 0.0000371702% OH1867 Venice Township, Ohio 0.0000100271% OH1868 Vermilion City, Ohio 0.0432196320% OH1869 Vermilion Township, Ohio 0.0012778552% OH1870 Vermillion Township, Ohio 0.0004880329% OH1871 Vernon Township, Crawford County, Ohio 0.0000108762% OH1872 Vernon Township, Scioto County, Ohio 0.0038952614% OH1873 Vernon Township, Trumbull County, Ohio 0.0006308563% OH1874 Verona Village, Ohio 0.0012373333% OH1875 Versailles Village, Ohio 0.0100017096% OH1876 Vienna Township, Ohio 0.0042113922% OH1877 Vinton County, Ohio 0.1090168446% OH1878 Vinton Township, Ohio 0.0001170406% OH1879 Vinton Village, Ohio 0.0005060807% OH1880 Violet Township, Ohio 0.0621844457% OH1881 Virginia Township, Ohio 0.0000841915% OH1882 Wabash Township, Ohio 0.0000492089% OH1883 Wadsworth City, Ohio 0.0760959559% OH1884 Waite Hill Village, Ohio 0.0053068521% OH1885 Wakeman Village, Ohio 0.0018119487% OH1886 Walbridge Village, Ohio 0.0029019871% OH1887 Waldo Township, Ohio 0.0000743838% OH1888 Waldo Village, Ohio 0.0004160980% OH1889 Walnut Township, Fairfield County, Ohio 0.0087100593% OH1890 Walnut Township, Gallia County, Ohio 0.0001499498% OH1891 Walton Hills Village, Ohio 0.0099526568% OH1892 Wapakoneta City, Ohio 0.0275268850% OH1893 Ward Township, Ohio 0.0001486233% OH1894 Warren City, Ohio 0.3520178232% OH1895 Warren County, Ohio 1.0504230532% OH1896 Warren Township, Belmont County, Ohio 0.0000984250% OH1897 Warren Township, Jefferson County, Ohio 0.0004303316% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-178 State ID Qualifying Subdivision Consolidated State Allocation OH1898 Warren Township, Trumbull County, Ohio 0.0001534515% OH1899 Warren Township, Tuscarawas County, Ohio 0.0002069255% OH1900 Warren Township, Washington County, Ohio 0.0008773149% OH1901 Warrensville Heights City, Ohio 0.0361164097% OH1902 Warsaw Village, Ohio 0.0003911414% OH1903 Warwick Township, Ohio 0.0008474093% OH1904 Washington County, Ohio 0.3325608246% OH1905 Washington Court House City, Ohio 0.0376016242% OH1906 Washington Township, Auglaize County, Ohio 0.0023680955% OH1907 Washington Township, Belmont County, Ohio 0.0000843643% OH1908 Washington Township, Brown County, Ohio 0.0011782387% OH1909 Washington Township, Carroll County, Ohio 0.0002178675% OH1910 Washington Township, Clermont County, Ohio 0.0305984481% OH1911 Washington Township, Clinton County, Ohio 0.0029440948% OH1912 Washington Township, Columbiana County, Ohio 0.0006256408% OH1913 Washington Township, Coshocton County, Ohio 0.0000841915% OH1914 Washington Township, Darke County, Ohio 0.0003198579% OH1915 Washington Township, Defiance County, Ohio 0.0003531079% OH1916 Washington Township, Franklin County, Ohio 0.1225330619% OH1917 Washington Township, Guernsey County, Ohio 0.0000951853% OH1918 Washington Township, Hancock County, Ohio 0.0008925122% OH1919 Washington Township, Harrison County, Ohio 0.0003339830% OH1920 Washington Township, Henry County, Ohio 0.0002571801% OH1921 Washington Township, Highland County, Ohio 0.0004065339% OH1922 Washington Township, Hocking County, Ohio 0.0002427514% OH1923 Washington Township, Holmes County, Ohio 0.0000261741% OH1924 Washington Township, Jackson County, Ohio 0.0003315132% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-179 State ID Qualifying Subdivision Consolidated State Allocation OH1925 Washington Township, Lawrence County, Ohio 0.0000695420% OH1926 Washington Township, Licking County, Ohio 0.0008154920% OH1927 Washington Township, Logan County, Ohio 0.0017756185% OH1928 Washington Township, Lucas County, Ohio 0.0071150384% OH1929 Washington Township, Mercer County, Ohio 0.0001173080% OH1930 Washington Township, Miami County, Ohio 0.0009766897% OH1931 Washington Township, Monroe County, Ohio 0.0000062341% OH1932 Washington Township, Montgomery County, Ohio 0.1316317394% OH1933 Washington Township, Morrow County, Ohio 0.0002420690% OH1934 Washington Township, Muskingum County, Ohio 0.0014845767% OH1935 Washington Township, Paulding County, Ohio 0.0000402008% OH1936 Washington Township, Pickaway County, Ohio 0.0003983733% OH1937 Washington Township, Preble County, Ohio 0.0006874604% OH1938 Washington Township, Richland County, Ohio 0.0012132000% OH1939 Washington Township, Sandusky County, Ohio 0.0006510581% OH1940 Washington Township, Scioto County, Ohio 0.0113445935% OH1941 Washington Township, Shelby County, Ohio 0.0000798653% OH1942 Washington Township, Stark County, Ohio 0.0006531299% OH1943 Washington Township, Wood County, Ohio 0.0002265264% OH1944 Washingtonville Village, Ohio 0.0014015930% OH1945 Waterford Township, Ohio 0.0050048725% OH1946 Waterloo Township, Ohio 0.0006670006% OH1947 Watertown Township, Ohio 0.0001503968% OH1948 Waterville City, Ohio 0.0124831621% OH1949 Waterville Township, Ohio 0.0015558460% OH1950 Wauseon City, Ohio 0.0277126990% OH1951 Waverly Village, Ohio 0.0077490360% OH1952 Wayne County, Ohio 0.2257675097% OH1953 Wayne Lakes Village, Ohio 0.0075166600% OH1954 Wayne Township, Adams County, Ohio 0.0012649279% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-180 State ID Qualifying Subdivision Consolidated State Allocation OH1955 Wayne Township, Ashtabula County, Ohio 0.0005165967% OH1956 Wayne Township, Auglaize County, Ohio 0.0004273255% OH1957 Wayne Township, Belmont County, Ohio 0.0000562429% OH1958 Wayne Township, Butler County, Ohio 0.0007432325% OH1959 Wayne Township, Champaign County, Ohio 0.0014909244% OH1960 Wayne Township, Clermont County, Ohio 0.0020513889% OH1961 Wayne Township, Clinton County, Ohio 0.0002007337% OH1962 Wayne Township, Columbiana County, Ohio 0.0005990178% OH1963 Wayne Township, Darke County, Ohio 0.0000369067% OH1964 Wayne Township, Fayette County, Ohio 0.0001404303% OH1965 Wayne Township, Jefferson County, Ohio 0.0021038433% OH1966 Wayne Township, Monroe County, Ohio 0.0000062341% OH1967 Wayne Township, Muskingum County, Ohio 0.0001404329% OH1968 Wayne Township, Noble County, Ohio 0.0000862387% OH1969 Wayne Township, Pickaway County, Ohio 0.0000437239% OH1970 Wayne Township, Tuscarawas County, Ohio 0.0003941438% OH1971 Wayne Township, Warren County, Ohio 0.0038164622% OH1972 Wayne Village, Ohio 0.0008081483% OH1973 Waynesburg Village, Ohio 0.0012073007% OH1974 Waynesfield Village, Ohio 0.0007567223% OH1975 Waynesville Village, Ohio 0.0046309511% OH1976 Weathersfield Township, Ohio 0.0249955502% OH1977 Weller Township, Ohio 0.0004460294% OH1978 Wellington Village, Ohio 0.0164981765% OH1979 Wells Township, Ohio 0.0100888848% OH1980 Wellston City, Ohio 0.0406103723% OH1981 Wellsville Village, Ohio 0.0125660620% OH1982 Wesley Township, Ohio 0.0001253307% OH1983 West Alexandria Village, Ohio 0.0099845432% OH1984 West Carrollton City, Ohio 0.0603546931% OH1985 West Chester Township, Ohio 0.3737167118% OH1986 West Elkton Village, Ohio 0.0026843690% OH1987 West Farmington Village, Ohio 0.0001875519% OH1988 West Jefferson Village, Ohio 0.0159155640% OH1989 West Lafayette Village, Ohio 0.0026252451% OH1990 West Leipsic Village, Ohio 0.0002152376% OH1991 West Liberty Village, Ohio 0.0035013600% OH1992 West Manchester Village, Ohio 0.0025206880% OH1993 West Mansfield Village, Ohio 0.0000798031% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-181 State ID Qualifying Subdivision Consolidated State Allocation OH1994 West Millgrove Village, Ohio 0.0001102020% OH1995 West Milton Village, Ohio 0.0098350376% OH1996 West Rushville Village, Ohio 0.0001070525% OH1997 West Salem Village, Ohio 0.0004987159% OH1998 West Township, Ohio 0.0005857063% OH1999 West Union Village, Ohio 0.0111998820% OH2000 West Unity Village, Ohio 0.0014694352% OH2001 Westerville City, Ohio 0.2122517954% OH2002 Westfield Center Village, Ohio 0.0015469538% OH2003 Westfield Township, Ohio 0.0022200558% OH2004 Westlake City, Ohio 0.0470647273% OH2005 Westland Township, Ohio 0.0000407937% OH2006 Weston Township, Ohio 0.0001040797% OH2007 Weston Village, Ohio 0.0009305950% OH2008 Wharton Village, Ohio 0.0000269859% OH2009 Wheeling Township, Belmont County, Ohio 0.0005343072% OH2010 Wheeling Township, Guernsey County, Ohio 0.0000407937% OH2011 Whetstone Township, Ohio 0.0003262846% OH2012 White Eyes Township, Ohio 0.0001913444% OH2013 Whitehall City, Ohio 0.0708163966% OH2014 Whitehouse Village, Ohio 0.0191159792% OH2015 Whitewater Township, Ohio 0.0072647461% OH2016 Wickliffe City, Ohio 0.0543194216% OH2017 Wilkesville Township, Ohio 0.0005461896% OH2018 Wilkesville Village, Ohio 0.0001034151% OH2019 Willard City, Ohio 0.0338504955% OH2020 Williams County, Ohio 0.1507467614% OH2021 Williamsburg Township, Ohio 0.0138253270% OH2022 Williamsburg Village, Ohio 0.0064127452% OH2023 Williamsfield Township, Ohio 0.0004696334% OH2024 Williamsport Village, Ohio 0.0004226644% OH2025 Willoughby City, Ohio 0.1356374532% OH2026 Willoughby Hills City, Ohio 0.0528410843% OH2027 Willowick City, Ohio 0.0540256495% OH2028 Wills Township, Ohio 0.0001087832% OH2029 Willshire Village, Ohio 0.0006690639% OH2030 Wilmington City, Ohio 0.1278227818% OH2031 Wilmot Village, Ohio 0.0024343932% OH2032 Wilson Township, Ohio 0.0006914162% OH2033 Wilson Village, Ohio 0.0001415832% OH2034 Winchester Village, Ohio 0.0033994936% OH2035 Windham Township, Ohio 0.0001218723% OH2036 Windham Village, Ohio 0.0030305573% OH2037 Windsor Township, Ashtabula County, Ohio 0.0006340051% OH2038 Windsor Township, Lawrence County, Ohio 0.0007128053% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-182 State ID Qualifying Subdivision Consolidated State Allocation OH2039 Windsor Township, Morgan County, Ohio 0.0004926943% OH2040 Wintersville Village, Ohio 0.0169582518% OH2041 Wood County, Ohio 0.6017827347% OH2042 Woodlawn Village, Ohio 0.0240822158% OH2043 Woodmere Village, Ohio 0.0007072352% OH2044 Woodsfield Village, Ohio 0.0011221301% OH2045 Woodstock Village, Ohio 0.0001517571% OH2046 Woodville Township, Ohio 0.0019622167% OH2047 Woodville Village, Ohio 0.0034270973% OH2048 Wooster City, Ohio 0.4046402646% OH2049 Wooster Township, Ohio 0.0017358405% OH2050 Worthington City, Ohio 0.0819890902% OH2051 Worthington Township, Ohio 0.0017573559% OH2052 Wren Village, Ohio 0.0008301349% OH2053 Wyandot County, Ohio 0.0959147354% OH2054 Wyoming City, Ohio 0.0220280462% OH2055 Xenia City, Ohio 0.1268376308% OH2056 Xenia Township, Ohio 0.0075532986% OH2057 Yankee Lake Village, Ohio 0.0000341003% OH2058 Yellow Creek Township, Ohio 0.0010782320% OH2059 Yellow Springs Village, Ohio 0.0142295064% OH2060 York Township, Athens County, Ohio 0.0005523599% OH2061 York Township, Fulton County, Ohio 0.0061882726% OH2062 York Township, Medina County, Ohio 0.0023145263% OH2063 York Township, Sandusky County, Ohio 0.0006239306% OH2064 York Township, Tuscarawas County, Ohio 0.0007784341% OH2065 York Township, Van Wert County, Ohio 0.0001115107% OH2066 Yorkshire Village, Ohio 0.0007627380% OH2067 Yorkville Village, Ohio 0.0011795516% OH2068 Youngstown City, Ohio 0.5751891038% OH2069 Zaleski Village, Ohio 0.0000780271% OH2070 Zane Township, Ohio 0.0012568985% OH2071 Zanesfield Village, Ohio 0.0001257699% OH2072 Zanesville City, Ohio 0.1371227251% OH2073 Zoar Village, Ohio 0.0002364863% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-183 State ID Qualifying Subdivision Consolidated State Allocation OR1 Albany City, Oregon 1.1574421234% OR2 Ashland City, Oregon 0.5725593238% OR3 Astoria City, Oregon 0.1859283065% OR4 Baker County, Oregon 0.4771636205% OR5 Beaverton City, Oregon 0.9709676029% OR6 Bend City, Oregon 0.9443519043% OR7 Benton County, Oregon 1.0219885306% OR8 Canby City, Oregon 0.1716812437% OR9 Central Point City, Oregon 0.1718730043% OR10 Clackamas County, Oregon 7.7713142577% OR11 Clatsop County, Oregon 1.1423692099% OR12 Columbia County, Oregon 1.0096699413% OR13 Coos Bay City, Oregon 0.2538945929% OR14 Coos County, Oregon 1.5633002470% OR15 Cornelius City, Oregon 0.0949750265% OR16 Corvallis City, Oregon 0.6633711425% OR17 Cottage Grove City, Oregon 0.0910229575% OR18 Crook County, Oregon 0.3513229911% OR19 Curry County, Oregon 0.7612961295% OR20 Dallas City, Oregon 0.1606964683% OR21 Deschutes County, Oregon 2.2569753600% OR22 Douglas County, Oregon 2.5689481047% OR23 Eugene City, Oregon 2.7611039932% OR24 Forest Grove City, Oregon 0.2522169415% OR26 Gladstone City, Oregon 0.1181360032% OR28 Grants Pass City, Oregon 0.8232581895% OR29 Gresham City, Oregon 0.9831942718% OR30 Happy Valley City, Oregon 0.0103506009% OR32 Hermiston City, Oregon 0.1316304314% OR33 Hillsboro City, Oregon 1.5083519364% OR34 Hood River County, Oregon 0.3553687498% OR35 Independence City, Oregon 0.0808970601% OR36 Jackson County, Oregon 4.0769510640% OR37 Jefferson County, Oregon 0.3674692915% OR38 Josephine County, Oregon 1.6536523798% OR39 Keizer City, Oregon 0.1916558451% OR40 Klamath County, Oregon 1.2169628601% OR41 Klamath Falls City, Oregon 0.3209275214% OR42 La Grande City, Oregon 0.2715648669% OR44 Lake Oswego City, Oregon 0.6934160342% OR45 Lane County, Oregon 6.3326808234% OR46 Lebanon City, Oregon 0.3269345282% OR47 Lincoln County, Oregon 1.5190343268% OR48 Linn County, Oregon 1.8185376689% OR49 Malheur County, Oregon 0.5014027023% OR50 Marion County, Oregon 4.1636475308% OR51 McMinnville City, Oregon 0.4803592635% OR52 Medford City, Oregon 1.5540758598% OR53 Milwaukie City, Oregon 0.2113647118% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-184 State ID Qualifying Subdivision Consolidated State Allocation OR54 Monmouth City, Oregon 0.0706960930% OR55 Morrow County, Oregon 0.1351544937% OR56 Multnomah County, Oregon 13.9643815662% OR57 Newberg City, Oregon 0.4093257361% OR58 Newport City, Oregon 0.1908392623% OR59 Ontario City, Oregon 0.1869780182% OR60 Oregon City, Oregon 0.2765040475% OR61 Pendleton City, Oregon 0.3521049458% OR62 Polk County, Oregon 0.7074299681% OR63 Portland City, Oregon 8.2736702858% OR64 Prineville City, Oregon 0.0924861843% OR65 Redmond City, Oregon 0.1550311086% OR66 Roseburg City, Oregon 0.6370799877% OR67 Salem City, Oregon 3.0438221421% OR68 Sandy City, Oregon 0.0775015682% OR70 Sherwood City, Oregon 0.1404204928% OR71 Silverton City, Oregon 0.0775630731% OR72 Springfield City, Oregon 1.1667234659% OR73 St. Helens City, Oregon 0.1964453077% OR74 The Dalles City, Oregon 0.1723418738% OR75 Tigard City, Oregon 0.5049875956% OR76 Tillamook County, Oregon 0.9001228870% OR77 Troutdale City, Oregon 0.0899929610% OR78 Tualatin City, Oregon 0.1551565618% OR79 Umatilla County, Oregon 0.9738633884% OR80 Union County, Oregon 0.4153841374% OR82 Wasco County, Oregon 0.4116278731% OR83 Washington County, Oregon 7.2167622210% OR84 West Linn City, Oregon 0.1600504983% OR86 Wilsonville City, Oregon 0.1383351396% OR87 Woodburn City, Oregon 0.2069349266% OR88 Yamhill County, Oregon 1.4120246444% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-185 State ID Qualifying Subdivision Consolidated State Allocation PA2 Adams County, Pennsylvania Allocations in Pennsylvania will be made in accordance with the Pennsylvania Trust and Allocation Order. PA5 Allegheny County, Pennsylvania PA6 Allentown City, Pennsylvania PA10 Armstrong County, Pennsylvania PA13 Beaver County, Pennsylvania PA14 Bedford County, Pennsylvania PA15 Bensalem Township, Pennsylvania PA16 Berks County, Pennsylvania PA20 Blair County, Pennsylvania PA22 Bradford County, Pennsylvania PA23 Bristol Township, Pennsylvania PA25 Bucks County, Pennsylvania PA27 Butler County, Pennsylvania PA30 Cambria County, Pennsylvania PA31 Cameron County, Pennsylvania PA32 Carbon County, Pennsylvania PA36 Centre County, Pennsylvania PA40 Chester County, Pennsylvania PA42 Clarion County, Pennsylvania PA43 Clearfield County, Pennsylvania PA44 Clinton County, Pennsylvania PA46 Coatesville City, Pennsylvania PA49 Columbia County, Pennsylvania PA53 Crawford County, Pennsylvania PA54 Cumberland County, Pennsylvania PA57 Dauphin County, Pennsylvania PA58 Delaware County, Pennsylvania PA76 Edwardsville Borough, Pennsylvania PA79 Elk County, Pennsylvania PA84 Erie County, Pennsylvania PA85 Exeter Borough, Pennsylvania PA90 Fayette County, Pennsylvania PA92 Forest County, Pennsylvania PA94 Forty Fort Borough, Pennsylvania PA96 Franklin County, Pennsylvania PA98 Fulton County, Pennsylvania PA99 Greene County, Pennsylvania PA107 Hanover Township, Luzerne County, Pennsylvania PA114 Hazleton City, Pennsylvania PA120 Huntingdon County, Pennsylvania PA122 Indiana County, Pennsylvania PA123 Jefferson County, Pennsylvania PA126 Juniata County, Pennsylvania PA127 Kingston Borough, Pennsylvania PA128 Lackawanna County, Pennsylvania PA130 Lancaster County, Pennsylvania AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-186 State ID Qualifying Subdivision Consolidated State Allocation PA134 Lawrence County, Pennsylvania Allocations in Pennsylvania will be made in accordance with the Pennsylvania Trust and Allocation Order. PA136 Lebanon County, Pennsylvania PA137 Lehigh County, Pennsylvania PA141 Lock Haven City, Pennsylvania PA147 Lower Makefield Township, Pennsylvania PA155 Lower Southampton Township, Pennsylvania PA157 Luzerne County, Pennsylvania PA158 Lycoming County, Pennsylvania PA164 McKean County, Pennsylvania PA167 Mercer County, Pennsylvania PA169 Middletown Township, Bucks County, Pennsylvania PA171 Mifflin County, Pennsylvania PA174 Monroe County, Pennsylvania PA176 Montgomery County, Pennsylvania PA178 Montour County, Pennsylvania PA180 Morrisville Borough, Pennsylvania PA187 Nanticoke City, Pennsylvania PA195 Newtown Township, Bucks County, Pennsylvania PA197 Norristown Borough, Pennsylvania PA205 Northampton County, Pennsylvania PA207 Northumberland County, Pennsylvania PA213 Perry County, Pennsylvania PA215 Philadelphia City, Pennsylvania PA217 Pike County, Pennsylvania PA219 Pittsburgh City, Pennsylvania PA220 Plains Township, Pennsylvania PA225 Potter County, Pennsylvania PA241 Schuylkill County, Pennsylvania PA248 Snyder County, Pennsylvania PA249 Somerset County, Pennsylvania PA265 Sugar Notch Borough, Pennsylvania PA266 Sullivan County, Pennsylvania PA267 Susquehanna County, Pennsylvania PA270 Tioga County, Pennsylvania PA273 Union County, Pennsylvania PA290 Venango County, Pennsylvania PA291 Warminster Township, Pennsylvania PA292 Warren County, Pennsylvania PA293 Warrington Township, Bucks County, Pennsylvania PA297 Washington County, Pennsylvania PA299 Wayne County, Pennsylvania PA310 West Norriton Township, Pennsylvania AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-187 State ID Qualifying Subdivision Consolidated State Allocation PA311 West Pittston Borough, Pennsylvania Allocations in Pennsylvania will be made in accordance with the Pennsylvania Trust and Allocation Order. PA313 Westmoreland County, Pennsylvania PA320 Wilkes Barre Township, Pennsylvania PA321 Wilkes-Barre City, Pennsylvania PA327 Wright Township, Pennsylvania PA328 Wyoming Borough, Pennsylvania PA329 Wyoming County, Pennsylvania PA333 York County, Pennsylvania PA335 Fairview Township, Luzerne County, Pennsylvania PA336 District Attorney of Allegheny County, Pennsylvania PA337 District Attorney of Berks County, Pennsylvania PA338 District Attorney of Bucks County, Pennsylvania PA339 District Attorney of Chester County, Pennsylvania PA340 District Attorney of Clearfield County, Pennsylvania PA341 District Attorney of Dauphin County, Pennsylvania PA342 District Attorney of Delaware County, Pennsylvania PA343 District Attorney of Erie County, Pennsylvania PA344 District Attorney of Lehigh County, Pennsylvania PA345 District Attorney of Northampton County, Pennsylvania PA346 District Attorney of Philadelphia County, Pennsylvania PA347 District Attorney of Westmoreland County, Pennsylvania AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-188 State ID Qualifying Subdivision Consolidated State Allocation PR1 Adjuntas, Puerto Rico 0.4468461493% PR2 Aguada, Puerto Rico 0.9238661758% PR3 Aguadilla, Puerto Rico 1.6156167759% PR4 Aguas Buenas, Puerto Rico 0.7490858028% PR5 Aibonito, Puerto Rico 0.7959428477% PR6 Anasco, Puerto Rico 0.5050154853% PR7 Arecibo, Puerto Rico 1.3074850692% PR8 Arroyo, Puerto Rico 2.0592191012% PR9 Barceloneta, Puerto Rico 0.5768569406% PR10 Barranquitas, Puerto Rico 0.7167107056% PR11 Bayamon, Puerto Rico 5.7282390971% PR12 Cabo Rojo, Puerto Rico 1.1570847420% PR13 Caguas, Puerto Rico 4.7119895861% PR14 Camuy, Puerto Rico 0.7759381807% PR15 Canovanas, Puerto Rico 1.0721780377% PR16 Carolina, Puerto Rico 4.3228006165% PR17 Catano, Puerto Rico 0.7612066695% PR18 Cayey, Puerto Rico 1.3596493469% PR19 Ceiba, Puerto Rico 0.2896687707% PR20 Ciales, Puerto Rico 0.4533215195% PR21 Cidra, Puerto Rico 1.1671492158% PR22 Coamo, Puerto Rico 0.9970822347% PR23 Comerio, Puerto Rico 0.5268640655% PR24 Corozal, Puerto Rico 0.8595048594% PR25 Culebra, Puerto Rico 0.0380175870% PR26 Dorado, Puerto Rico 0.8970759382% PR27 Fajardo, Puerto Rico 1.1102770585% PR28 Florida, Puerto Rico 0.2695408253% PR29 Guanica, Puerto Rico 0.4269617539% PR30 Guayama, Puerto Rico 1.3293151076% PR31 Guayanilla, Puerto Rico 0.4886780984% PR32 Guaynabo, Puerto Rico 2.3185934725% PR33 Gurabo, Puerto Rico 0.9866291335% PR34 Hatillo, Puerto Rico 1.0577790273% PR35 Hormigueros, Puerto Rico 0.3963005262% PR36 Humacao, Puerto Rico 1.8829438530% PR37 Isabela, Puerto Rico 1.0062900243% PR38 Jayuya, Puerto Rico 0.3757431113% PR39 Juana Diaz, Puerto Rico 1.7179648597% PR40 Juncos, Puerto Rico 0.9543672919% PR41 Lajas, Puerto Rico 0.5633742491% PR42 Lares, Puerto Rico 0.6852103333% PR43 Las Marias, Puerto Rico 0.2285582941% PR44 Las Piedras, Puerto Rico 0.8440153869% PR45 Loiza, Puerto Rico 0.7971240145% PR46 Luquillo, Puerto Rico 0.5035020683% PR47 Manati, Puerto Rico 1.3858134207% PR48 Maricao, Puerto Rico 0.1311593846% PR49 Maunabo, Puerto Rico 0.2983734242% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-189 State ID Qualifying Subdivision Consolidated State Allocation PR50 Mayaguez, Puerto Rico 2.7384221211% PR51 Moca, Puerto Rico 0.9400143856% PR52 Morovis, Puerto Rico 0.7678286207% PR53 Naguabo, Puerto Rico 0.6776685553% PR54 Naranjito, Puerto Rico 0.6713715879% PR55 Orocovis, Puerto Rico 0.5209419444% PR56 Patillas, Puerto Rico 0.4307397840% PR57 Penuelas, Puerto Rico 0.5782731381% PR58 Ponce, Puerto Rico 5.1762853836% PR59 Quebradillas, Puerto Rico 0.6086201563% PR60 Rincon, Puerto Rico 0.3607312171% PR61 Rio Grande, Puerto Rico 1.2995118170% PR62 Sabana Grande, Puerto Rico 0.5625075422% PR63 Salinas, Puerto Rico 0.8069301551% PR64 San German, Puerto Rico 0.9914753253% PR65 San Juan, Puerto Rico 13.8003700360% PR66 San Lorenzo, Puerto Rico 1.0322446251% PR67 San Sebastian, Puerto Rico 0.9222442638% PR68 Santa Isabel, Puerto Rico 0.5210354055% PR69 Toa Alta, Puerto Rico 1.7552873773% PR70 Toa Baja, Puerto Rico 2.1783919223% PR71 Trujillo Alto, Puerto Rico 1.9136501824% PR72 Utuado, Puerto Rico 0.7718304061% PR73 Vega Alta, Puerto Rico 0.9338331796% PR74 Vega Baja, Puerto Rico 1.6886509241% PR75 Vieques, Puerto Rico 0.1979351524% PR76 Villalba, Puerto Rico 0.5576736281% PR77 Yabucoa, Puerto Rico 0.8842993409% PR78 Yauco, Puerto Rico 1.1383015829% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-190 State ID Qualifying Subdivision Consolidated State Allocation RI1 Barrington Town, Rhode Island 2.3000539202% RI2 Bristol Town, Rhode Island 1.0821868960% RI3 Burrillville Town, Rhode Island 1.3272036109% RI4 Central Falls City, Rhode Island 0.9147584689% RI5 Charlestown, Rhode Island 0.5887860100% RI6 Coventry Town, Rhode Island 3.5886939036% RI7 Cranston City, Rhode Island 7.8869595262% RI8 Cumberland Town, Rhode Island 2.4742003754% RI9 East Greenwich Town, Rhode Island 1.7467671439% RI10 East Providence City, Rhode Island 4.3247728580% RI11 Exeter Town, Rhode Island 0.0071810640% RI12 Foster Town, Rhode Island 0.2489021533% RI13 Glocester Town, Rhode Island 0.8508469130% RI14 Hopkinton Town, Rhode Island 0.7098006614% RI15 Jamestown, Rhode Island 0.4220295287% RI16 Johnston Town, Rhode Island 3.0898685140% RI17 Lincoln Town, Rhode Island 2.1171973520% RI18 Little Compton Town, Rhode Island 0.2663017745% RI19 Middletown, Rhode Island 1.2877439601% RI20 Narragansett Town, Rhode Island 1.2760123800% RI21 New Shoreham Town, Rhode Island 0.2118269375% RI22 Newport City, Rhode Island 2.3339316695% RI23 North Kingstown, Rhode Island 2.6500524514% RI24 North Providence Town, Rhode Island 2.5306229398% RI25 North Smithfield Town, Rhode Island 1.1299013506% RI26 Pawtucket City, Rhode Island 5.9652217345% RI27 Portsmouth Town, Rhode Island 1.2807429020% RI28 Providence City, Rhode Island 21.4858080262% RI29 Richmond Town, Rhode Island 0.0818789542% RI30 Scituate Town, Rhode Island 1.0248588645% RI31 Smithfield Town, Rhode Island 1.7724673574% RI32 South Kingstown, Rhode Island 2.3282747894% RI33 Tiverton Town, Rhode Island 0.9907730639% RI34 Warren Town, Rhode Island 0.1394116029% RI35 Warwick City, Rhode Island 9.9418184427% RI36 West Greenwich Town, Rhode Island 0.7104734659% RI37 West Warwick Town, Rhode Island 3.0239943495% RI38 Westerly Town, Rhode Island 2.0135754535% RI39 Woonsocket City, Rhode Island 3.8740986306% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-191 State ID Qualifying Subdivision Consolidated State Allocation SC1 Abbeville County, South Carolina 0.3350059823% SC2 Aiken City, South Carolina 0.7838026892% SC3 Aiken County, South Carolina 2.5661670597% SC4 Allendale County, South Carolina 0.1220441823% SC5 Anderson City, South Carolina 1.1735303052% SC6 Anderson County, South Carolina 3.3392231904% SC7 Bamberg County, South Carolina 0.2705913372% SC8 Barnwell County, South Carolina 0.4653224769% SC9 Beaufort City, South Carolina 0.0769982478% SC10 Beaufort County, South Carolina 2.3364418352% SC11 Berkeley County, South Carolina 2.0961440294% SC12 Bluffton Town, South Carolina 0.0481968917% SC13 Calhoun County, South Carolina 0.1833260393% SC14 Cayce City, South Carolina 0.2572136960% SC15 Charleston City, South Carolina 2.3004340552% SC16 Charleston County, South Carolina 3.8016438488% SC17 Cherokee County, South Carolina 0.9440700745% SC18 Chester City, South Carolina 0.1299573133% SC19 Chester County, South Carolina 0.3947965211% SC20 Chesterfield County, South Carolina 0.9443488664% SC21 Clarendon County, South Carolina 0.5705383575% SC22 Clemson City, South Carolina 0.3311616877% SC23 Colleton County, South Carolina 0.8589365535% SC24 Columbia City, South Carolina 2.3918060702% SC25 Conway City, South Carolina 0.2894739402% SC26 Darlington County, South Carolina 1.6906462867% SC27 Dillon County, South Carolina 0.6608411417% SC28 Dorchester County, South Carolina 1.6015765975% SC29 Easley City, South Carolina 0.8565835771% SC30 Edgefield County, South Carolina 0.3586097074% SC31 Fairfield County, South Carolina 0.3536421891% SC32 Florence City, South Carolina 1.0065336904% SC33 Florence County, South Carolina 2.2059006272% SC34 Forest Acres City, South Carolina 0.0995929056% SC35 Fort Mill Town, South Carolina 0.1714974802% SC36 Fountain Inn City, South Carolina 0.1975697094% SC37 Gaffney City, South Carolina 0.2044353782% SC38 Georgetown City, South Carolina 0.2626233562% SC39 Georgetown County, South Carolina 1.1895098900% SC40 Goose Creek City, South Carolina 0.5473575768% SC41 Greenville City, South Carolina 2.2705648395% SC42 Greenville County, South Carolina 7.1502328364% SC43 Greenwood City, South Carolina 0.0308220618% SC44 Greenwood County, South Carolina 1.3388944490% SC45 Greer City, South Carolina 0.5590564672% SC46 Hampton County, South Carolina 0.3450376919% SC47 Hanahan City, South Carolina 0.2279684840% SC48 Hilton Head Island Town, South Carolina 0.2323878458% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-192 State ID Qualifying Subdivision Consolidated State Allocation SC49 Horry County, South Carolina 5.2166718879% SC50 Irmo Town, South Carolina 0.0942740906% SC51 James Island Town, South Carolina 0.0461551887% SC52 Jasper County, South Carolina 0.4278548317% SC53 Kershaw County, South Carolina 1.0780892823% SC54 Lancaster County, South Carolina 1.4809282603% SC55 Laurens County, South Carolina 1.3598442946% SC56 Lee County, South Carolina 0.2176621820% SC57 Lexington County, South Carolina 4.4881391605% SC58 Lexington Town, South Carolina 0.2342104062% SC59 Marion County, South Carolina 0.6973242307% SC60 Marlboro County, South Carolina 0.4878238042% SC61 Mauldin City, South Carolina 0.4253253929% SC62 McCormick County, South Carolina 0.1281623493% SC63 Moncks Corner Town, South Carolina 0.1965426445% SC64 Mount Pleasant Town, South Carolina 0.5750801889% SC65 Myrtle Beach City, South Carolina 1.9068234068% SC66 Newberry City, South Carolina 0.0344864657% SC67 Newberry County, South Carolina 0.5656551710% SC68 North Augusta City, South Carolina 0.5139678525% SC69 North Charleston City, South Carolina 1.7751090959% SC70 North Myrtle Beach City, South Carolina 0.6366313248% SC71 Oconee County, South Carolina 2.8099515214% SC72 Orangeburg City, South Carolina 0.0468940344% SC73 Orangeburg County, South Carolina 1.4543982912% SC74 Pickens County, South Carolina 2.8143347165% SC75 Port Royal Town, South Carolina 0.0206098617% SC76 Richland County, South Carolina 3.8816723839% SC77 Rock Hill City, South Carolina 1.3120073555% SC78 Saluda County, South Carolina 0.2604801809% SC79 Simpsonville City, South Carolina 0.3497064495% SC80 Spartanburg City, South Carolina 1.1890308958% SC81 Spartanburg County, South Carolina 6.4084293395% SC82 Summerville Town, South Carolina 0.6446011912% SC83 Sumter City, South Carolina 0.5390642671% SC84 Sumter County, South Carolina 0.9480995733% SC85 Tega Cay City, South Carolina 0.0433365022% SC86 Union County, South Carolina 0.6499524020% SC87 West Columbia City, South Carolina 0.3943858322% SC88 Williamsburg County, South Carolina 0.4931357629% SC89 York County, South Carolina 2.5800878865% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-193 State ID Qualifying Subdivision Consolidated State Allocation SD1 Aberdeen City, South Dakota 1.7806789284% SD2 Aurora County, South Dakota 0.1283252150% SD3 Beadle County, South Dakota 0.8743032704% SD4 Bennett County, South Dakota 0.1895703332% SD5 Bon Homme County, South Dakota 0.6047162426% SD6 Box Elder City, South Dakota 0.2251076107% SD7 Brandon City, South Dakota 0.4012895918% SD8 Brookings City, South Dakota 2.4259611863% SD9 Brookings County, South Dakota 0.2802421588% SD10 Brown County, South Dakota 1.7764564315% SD11 Brule County, South Dakota 0.8045710091% SD12 Buffalo County, South Dakota 0.1823519926% SD13 Butte County, South Dakota 0.8926544344% SD14 Campbell County, South Dakota 0.0682419048% SD15 Charles Mix County, South Dakota 0.8084433424% SD16 Clark County, South Dakota 0.2550260601% SD17 Clay County, South Dakota 0.4415194932% SD18 Codington County, South Dakota 0.8721266365% SD19 Corson County, South Dakota 0.3429322421% SD20 Custer County, South Dakota 1.0868471426% SD21 Davison County, South Dakota 0.6815458005% SD22 Day County, South Dakota 0.3921680475% SD23 Deuel County, South Dakota 0.4035008098% SD24 Dewey County, South Dakota 0.3699996685% SD25 Douglas County, South Dakota 0.2891518759% SD26 Edmunds County, South Dakota 0.2529348056% SD27 Fall River County, South Dakota 2.1968904590% SD28 Faulk County, South Dakota 0.2772473959% SD29 Grant County, South Dakota 0.6923230564% SD30 Gregory County, South Dakota 0.5555128599% SD31 Haakon County, South Dakota 0.1774497029% SD32 Hamlin County, South Dakota 0.3340117176% SD33 Hand County, South Dakota 0.2401311401% SD34 Hanson County, South Dakota 0.1484271966% SD35 Harding County, South Dakota 0.0620805393% SD36 Hughes County, South Dakota 0.8137066032% SD37 Huron City, South Dakota 0.8308959590% SD38 Hutchinson County, South Dakota 0.5659237410% SD39 Hyde County, South Dakota 0.0640529112% SD40 Jackson County, South Dakota 0.1437421380% SD41 Jerauld County, South Dakota 0.3258250234% SD42 Jones County, South Dakota 0.0451732597% SD43 Kingsbury County, South Dakota 0.3721763025% SD44 Lake County, South Dakota 0.8273932428% SD45 Lawrence County, South Dakota 2.3838237581% SD46 Lincoln County, South Dakota 1.2611723923% SD47 Lyman County, South Dakota 0.3239942300% SD48 Marshall County, South Dakota 0.5625107271% SD49 McCook County, South Dakota 0.3047773840% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-194 State ID Qualifying Subdivision Consolidated State Allocation SD50 McPherson County, South Dakota 0.1613184030% SD51 Meade County, South Dakota 3.2698326502% SD52 Mellette County, South Dakota 0.1848247525% SD53 Miner County, South Dakota 0.1616739703% SD54 Minnehaha County, South Dakota 12.2243522517% SD55 Mitchell City, South Dakota 1.5031732329% SD56 Moody County, South Dakota 0.4743937985% SD57 Oglala Lakota County, South Dakota 1.3919692864% SD58 Pennington County, South Dakota 8.0611767283% SD59 Perkins County, South Dakota 0.3755374403% SD60 Pierre City, South Dakota 0.6216678331% SD61 Potter County, South Dakota 0.1893444561% SD62 Rapid City, South Dakota 6.9492723574% SD63 Roberts County, South Dakota 0.9943780269% SD64 Sanborn County, South Dakota 0.1141857404% SD65 Sioux Falls City, South Dakota 21.6732660428% SD66 Spearfish City, South Dakota 0.8208633410% SD67 Spink County, South Dakota 0.7324773052% SD68 Stanley County, South Dakota 0.1733882380% SD69 Sully County, South Dakota 0.0632218131% SD70 Todd County, South Dakota 1.0677859248% SD71 Tripp County, South Dakota 0.6252580903% SD72 Turner County, South Dakota 0.6536969906% SD73 Union County, South Dakota 1.4531041680% SD74 Vermillion City, South Dakota 0.5912781760% SD75 Walworth County, South Dakota 0.5615110318% SD76 Watertown City, South Dakota 1.6132964277% SD77 Yankton City, South Dakota 1.2219897393% SD78 Yankton County, South Dakota 1.4233435084% SD79 Ziebach County, South Dakota 0.3085103004% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-195 State ID Qualifying Subdivision Consolidated State Allocation TN1 Alexandria Town, Tennessee 0.0027913085% TN2 Algood City, Tennessee 0.0032741136% TN3 Anderson County, Tennessee 1.2063249026% TN4 Ardmore City, Tennessee 0.0026765324% TN5 Arlington Town, Tennessee 0.0036566309% TN7 Auburntown, Tennessee 0.0001983981% TN8 Bartlett City, Tennessee 0.0730561566% TN9 Baxter Town, Tennessee 0.0004972097% TN10 Bedford County, Tennessee 0.5272814034% TN11 Bell Buckle Town, Tennessee 0.0002627582% TN12 Benton County, Tennessee 0.5216608068% TN13 Bledsoe County, Tennessee 0.1398580820% TN14 Blount County, Tennessee 1.9196465581% TN15 Bradley County, Tennessee 1.0430217552% TN16 Brentwood City, Tennessee 0.0478208600% TN17 Bristol City, Tennessee 0.5426871150% TN18 Byrdstown, Tennessee 0.0011427364% TN19 Campbell County, Tennessee 1.5974370559% TN20 Cannon County, Tennessee 0.3116778190% TN21 Carroll County, Tennessee 0.4438060785% TN22 Carter County, Tennessee 0.8435596891% TN23 Celina City, Tennessee 0.0277813920% TN24 Centertown, Tennessee 0.0001321538% TN26 Chapel Hill Town, Tennessee 0.0043601529% TN27 Chattanooga City, Tennessee 0.4981237028% TN28 Cheatham County, Tennessee 0.8209998781% TN29 Chester County, Tennessee 0.1751399118% TN30 Claiborne County, Tennessee 1.1929412357% TN31 Clarksville City, Tennessee 0.2296815192% TN32 Clay County, Tennessee 0.2983695250% TN33 Cleveland City, Tennessee 0.5531282252% TN34 Clifton City, Tennessee 0.0022427615% TN36 Cocke County, Tennessee 0.8746257470% TN37 Coffee County, Tennessee 0.8953551698% TN39 Collierville Town, Tennessee 0.0617375387% TN40 Collinwood City, Tennessee 0.0021594326% TN41 Columbia City, Tennessee 0.0390894158% TN42 Cookeville City, Tennessee 0.8404101920% TN43 Cornersville Town, Tennessee 0.0025527953% TN44 Crab Orchard City, Tennessee 0.0000241612% TN45 Crockett County, Tennessee 0.1232062476% TN46 Crossville City, Tennessee 0.0619543195% TN47 Cumberland County, Tennessee 0.8164884351% TN48 Dandridge Town, Tennessee 0.0109089663% TN49 De Kalb County, Tennessee 0.4242612240% TN50 Decatur County, Tennessee 0.3607195939% TN51 Decatur Town, Tennessee 0.0050599481% TN53 Dickson County, Tennessee 0.8341347308% TN54 Dowelltown, Tennessee 0.0007434696% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-196 State ID Qualifying Subdivision Consolidated State Allocation TN55 Doyle Town, Tennessee 0.0001218109% TN56 Dyer County, Tennessee 0.4019088559% TN58 Eagleville City, Tennessee 0.0010231029% TN61 Elkton City, Tennessee 0.0004852756% TN62 Ethridge Town, Tennessee 0.0005864009% TN64 Fayette County, Tennessee 0.3157083831% TN65 Fayetteville City, Tennessee 0.0647238955% TN66 Fentress County, Tennessee 0.5526714656% TN67 Franklin City, Tennessee 0.1089989646% TN68 Franklin County, Tennessee 0.6323371108% TN69 Gallatin City, Tennessee 0.0760079674% TN70 Gatlinburg City, Tennessee 0.0507819668% TN71 Germantown City, Tennessee 0.0687501047% TN72 Gibson County, Tennessee 0.4940695219% TN73 Giles County, Tennessee 0.4000334952% TN75 Grainger County, Tennessee 0.4671260668% TN76 Greene County, Tennessee 1.2127967101% TN78 Grundy County, Tennessee 0.3896858892% TN79 Hamblen County, Tennessee 2.2614488604% TN80 Hamilton County, Tennessee 4.2055530346% TN81 Hancock County, Tennessee 0.2089065376% TN82 Hardeman County, Tennessee 0.2150658408% TN83 Hardin County, Tennessee 0.5683946644% TN84 Hartsville/Trousdale County, Tennessee 0.1139641522% TN85 Hawkins County, Tennessee 1.0968095083% TN86 Haywood County, Tennessee 0.1104263592% TN87 Henderson County, Tennessee 0.2498867656% TN88 Hendersonville City, Tennessee 0.1137407554% TN89 Henry County, Tennessee 0.6661685991% TN90 Hickman County, Tennessee 0.2804089244% TN91 Houston County, Tennessee 0.1198735525% TN92 Humphreys County, Tennessee 0.2441608982% TN93 Jackson City, Tennessee 0.0431370644% TN94 Jackson County, Tennessee 0.2780985367% TN95 Jefferson County, Tennessee 0.8912247367% TN96 Johnson City, Tennessee 1.0682855260% TN97 Johnson County, Tennessee 0.2282065978% TN98 Kingsport City, Tennessee 0.9871149359% TN99 Knox County, Tennessee 9.1809198144% TN100 Knoxville City, Tennessee 1.5417816888% TN101 La Vergne City, Tennessee 0.0518950147% TN102 Lake County, Tennessee 0.0671464632% TN104 Lauderdale County, Tennessee 0.2733775153% TN105 Lawrence County, Tennessee 0.6461910207% TN106 Lawrenceburg City, Tennessee 0.0465511203% TN107 Lebanon City, Tennessee 0.1110258247% TN108 Lewis County, Tennessee 0.1528225920% TN109 Lewisburg City, Tennessee 0.0396496875% TN110 Lexington City, Tennessee 0.0796867496% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-197 State ID Qualifying Subdivision Consolidated State Allocation TN111 Liberty Town, Tennessee 0.0003647628% TN112 Lincoln County, Tennessee 0.3409251715% TN113 Livingston Town, Tennessee 0.0198677435% TN114 Loretto City, Tennessee 0.0047940075% TN115 Loudon County, Tennessee 0.8992484296% TN116 Lynchburg, Moore County Metropolitan Government, Tennessee 0.0579106070% TN117 Lynnville Town, Tennessee 0.0003845691% TN118 Macon County, Tennessee 0.3091017000% TN119 Madison County, Tennessee 0.8907256845% TN121 Marion County, Tennessee 0.3637161259% TN122 Marshall County, Tennessee 0.4953711694% TN124 Maryville City, Tennessee 0.3223901040% TN125 Maury County, Tennessee 1.0724162522% TN126 McMinn County, Tennessee 0.9297273747% TN127 McMinnville City, Tennessee 0.0355475192% TN128 McNairy County, Tennessee 0.4269884656% TN129 Meigs County, Tennessee 0.2016450737% TN130 Memphis City, Tennessee 4.9079216307% TN131 Millington City, Tennessee 0.0212200583% TN132 Minor Hill City, Tennessee 0.0008698448% TN133 Monroe County, Tennessee 0.7506735593% TN134 Monterey Town, Tennessee 0.0029942290% TN135 Montgomery County, Tennessee 1.6758545682% TN136 Morgan County, Tennessee 0.5132562715% TN137 Morrison Town, Tennessee 0.0004337290% TN138 Morristown City, Tennessee 0.3919462797% TN139 Mount Juliet City, Tennessee 0.0577622481% TN140 Mount Pleasant City, Tennessee 0.0048377656% TN141 Murfreesboro City, Tennessee 0.7283549414% TN142 Nashville-Davidson Metropolitan Government, Tennessee 8.9810236006% TN144 Normandy Town, Tennessee 0.0000797277% TN145 Oak Ridge City, Tennessee 0.9598050011% TN146 Obion County, Tennessee 0.3198033491% TN147 Overton County, Tennessee 0.5262993368% TN149 Perry County, Tennessee 0.0857864664% TN150 Petersburg Town, Tennessee 0.0005822973% TN151 Pickett County, Tennessee 0.1459705284% TN152 Pigeon Forge City, Tennessee 0.0877322588% TN153 Pleasant Hill Town, Tennessee 0.0000178801% TN154 Polk County, Tennessee 0.3220131560% TN156 Pulaski City, Tennessee 0.0561230557% TN157 Putnam County, Tennessee 0.3863240500% TN159 Rhea County, Tennessee 0.5404420504% TN160 Ripley City, Tennessee 0.0190759934% TN161 Roane County, Tennessee 1.6361535854% TN162 Robertson County, Tennessee 0.9333043197% TN163 Rutherford County, Tennessee 2.5746747125% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-198 State ID Qualifying Subdivision Consolidated State Allocation TN164 Scott County, Tennessee 0.5189341096% TN165 Sequatchie County, Tennessee 0.2433974548% TN166 Sevier County, Tennessee 1.4412782095% TN168 Shelby County, Tennessee 3.5255489082% TN169 Shelbyville City, Tennessee 0.0482670674% TN170 Smith County, Tennessee 0.5711842980% TN171 Smithville City, Tennessee 0.0196818237% TN172 Smyrna Town, Tennessee 0.1314691656% TN174 Sparta City, Tennessee 0.0168519913% TN175 Spencer Town, Tennessee 0.0007743306% TN176 Spring Hill City, Tennessee 0.0244598773% TN178 St. Joseph City, Tennessee 0.0011625009% TN179 Stewart County, Tennessee 0.1459273147% TN180 Sullivan County, Tennessee 1.4573397906% TN181 Sumner County, Tennessee 1.7449087187% TN182 Tipton County, Tennessee 0.6312749815% TN184 Unicoi County, Tennessee 0.3464527663% TN186 Union County, Tennessee 0.5606745148% TN187 Van Buren County, Tennessee 0.0471429229% TN188 Viola Town, Tennessee 0.0000607170% TN189 Warren County, Tennessee 0.5357371504% TN190 Wartrace Town, Tennessee 0.0003753988% TN191 Washington County, Tennessee 1.1061046159% TN192 Wayne County, Tennessee 0.2247756248% TN193 Waynesboro City, Tennessee 0.0036939405% TN194 Weakley County, Tennessee 0.3874777573% TN195 White County, Tennessee 0.3992656969% TN197 Williamson County, Tennessee 1.6843304984% TN198 Wilson County, Tennessee 1.4019072760% TN199 Woodbury Town, Tennessee 0.0086691778% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-199 State ID Qualifying Subdivision Consolidated State Allocation TX1 Abbott City, Texas 0.0004586670% TX2 Abernathy City, Texas 0.0000733330% TX3 Abilene City, Texas 0.3758786670% TX4 Ackerly City, Texas 0.0000140000% TX5 Addison Town, Texas 0.0387293330% TX6 Adrian City, Texas 0.0001206670% TX7 Agua Dulce City, Texas 0.0000286670% TX8 Alamo City, Texas 0.0147473330% TX9 Alamo Heights City, Texas 0.0187986670% TX10 Alba Town, Texas 0.0021306670% TX11 Albany City, Texas 0.0001200000% TX12 Aledo City, Texas 0.0002206670% TX13 Alice City, Texas 0.0475273330% TX14 Allen City, Texas 0.2100540000% TX15 Alma Town, Texas 0.0007380000% TX16 Alpine City, Texas 0.0197906670% TX17 Alto Town, Texas 0.0025113330% TX18 Alton City, Texas 0.0076933330% TX19 Alvarado City, Texas 0.0193526670% TX20 Alvin City, Texas 0.0759746670% TX21 Alvord Town, Texas 0.0002386670% TX22 Amarillo City, Texas 0.6584406670% TX23 Ames City, Texas 0.0037140000% TX24 Amherst City, Texas 0.0000146670% TX25 Anahuac City, Texas 0.0003613330% TX26 Anderson City, Texas 0.0000126670% TX27 Anderson County, Texas 0.1791753330% TX28 Andrews City, Texas 0.0126553330% TX29 Andrews County, Texas 0.0250706670% TX30 Angelina County, Texas 0.1533040000% TX31 Angleton City, Texas 0.0418606670% TX32 Angus City, Texas 0.0002206670% TX33 Anna City, Texas 0.0060500000% TX34 Annetta North Town, Texas 0.0000226670% TX35 Annetta South Town, Texas 0.0004013330% TX36 Annetta Town, Texas 0.0039706670% TX37 Annona Town, Texas 0.0004920000% TX38 Anson City, Texas 0.0034226670% TX39 Anthony Town, Texas 0.0030093330% TX40 Anton City, Texas 0.0002960000% TX41 Appleby City, Texas 0.0010340000% TX42 Aquilla City, Texas 0.0001386670% TX43 Aransas County, Texas 0.1776746670% TX44 Aransas Pass City, Texas 0.0385420000% TX45 Archer City, Texas 0.0070360000% TX46 Archer County, Texas 0.0303560000% TX47 Arcola City, Texas 0.0048600000% TX48 Argyle City, Texas 0.0076040000% TX49 Arlington City, Texas 0.4905353330% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-200 State ID Qualifying Subdivision Consolidated State Allocation TX50 Armstrong County, Texas 0.0006493330% TX51 Arp City, Texas 0.0013393330% TX52 Asherton City, Texas 0.0000746670% TX53 Aspermont Town, Texas 0.0000060000% TX54 Atascosa County, Texas 0.1179353330% TX55 Athens City, Texas 0.0706280000% TX56 Atlanta City, Texas 0.0206633330% TX57 Aubrey City, Texas 0.0100940000% TX58 Aurora City, Texas 0.0012326670% TX59 Austin City, Texas 3.2518106670% TX60 Austin County, Texas 0.0506866670% TX61 Austwell City, Texas 0.0000726670% TX62 Avery Town, Texas 0.0000920000% TX63 Avinger Town, Texas 0.0007433330% TX64 Azle City, Texas 0.0214753330% TX65 Bailey City, Texas 0.0006333330% TX66 Bailey County, Texas 0.0102513330% TX67 Bailey's Prairie Village, Texas 0.0037360000% TX68 Baird City, Texas 0.0018680000% TX69 Balch Springs City, Texas 0.0182386670% TX70 Balcones Heights City, Texas 0.0158740000% TX71 Ballinger City, Texas 0.0061146670% TX72 Balmorhea City, Texas 0.0000420000% TX73 Bandera City, Texas 0.0019286670% TX74 Bandera County, Texas 0.0578766670% TX75 Bangs City, Texas 0.0020333330% TX76 Bardwell City, Texas 0.0002413330% TX77 Barry City, Texas 0.0001333330% TX78 Barstow City, Texas 0.0000406670% TX79 Bartlett City, Texas 0.0022493330% TX80 Bartonville Town, Texas 0.0059246670% TX81 Bastrop City, Texas 0.0308800000% TX82 Bastrop County, Texas 0.2293066670% TX83 Bay City, Texas 0.0386080000% TX84 Baylor County, Texas 0.0198880000% TX85 Bayou Vista City, Texas 0.0041600000% TX86 Bayside Town, Texas 0.0001613330% TX87 Baytown City, Texas 0.1440440000% TX88 Bayview Town, Texas 0.0000273330% TX89 Beach City, Texas 0.0083366670% TX90 Bear Creek Village, Texas 0.0006040000% TX91 Beasley City, Texas 0.0000866670% TX92 Beaumont City, Texas 0.4553400000% TX93 Beckville City, Texas 0.0008313330% TX94 Bedford City, Texas 0.0628760000% TX95 Bedias City, Texas 0.0023166670% TX96 Bee Cave City, Texas 0.0085753330% TX97 Bee County, Texas 0.0652293330% TX98 Beeville City, Texas 0.0160180000% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-201 State ID Qualifying Subdivision Consolidated State Allocation TX99 Bell County, Texas 0.4338320000% TX100 Bellaire City, Texas 0.0275093330% TX101 Bellevue City, Texas 0.0000373330% TX102 Bellmead City, Texas 0.0096580000% TX103 Bells Town, Texas 0.0012606670% TX104 Bellville City, Texas 0.0049920000% TX105 Belton City, Texas 0.0484533330% TX106 Benavides City, Texas 0.0001013330% TX107 Benbrook City, Texas 0.0292793330% TX108 Benjamin City, Texas 0.0006340000% TX109 Berryville Town, Texas 0.0095860000% TX110 Bertram City, Texas 0.0001213330% TX111 Beverly Hills City, Texas 0.0028906670% TX112 Bevil Oaks City, Texas 0.0003660000% TX113 Bexar County, Texas 4.6714346670% TX114 Big Lake City, Texas 0.0003646670% TX115 Big Sandy Town, Texas 0.0030526670% TX116 Big Spring City, Texas 0.1266186670% TX117 Big Wells City, Texas 0.0001573330% TX118 Bishop City, Texas 0.0054753330% TX119 Bishop Hills Town, Texas 0.0002153330% TX120 Blackwell City, Texas 0.0000206670% TX121 Blanco City, Texas 0.0041273330% TX122 Blanco County, Texas 0.0328153330% TX123 Blanket Town, Texas 0.0000980000% TX124 Bloomburg Town, Texas 0.0006733330% TX125 Blooming Grove Town, Texas 0.0002346670% TX126 Blossom City, Texas 0.0001320000% TX127 Blue Mound City, Texas 0.0019253330% TX128 Blue Ridge City, Texas 0.0008966670% TX129 Blum Town, Texas 0.0010813330% TX130 Boerne City, Texas 0.0303840000% TX131 Bogata City, Texas 0.0024326670% TX132 Bonham City, Texas 0.0672726670% TX133 Bonney Village, Texas 0.0016733330% TX134 Booker Town, Texas 0.0006906670% TX135 Borden County, Texas 0.0006666670% TX136 Borger City, Texas 0.0464533330% TX137 Bosque County, Texas 0.0473820000% TX138 Bovina City, Texas 0.0001153330% TX139 Bowie City, Texas 0.0557466670% TX140 Bowie County, Texas 0.1554600000% TX141 Boyd Town, Texas 0.0046353330% TX142 Brackettville City, Texas 0.0000053330% TX143 Brady City, Texas 0.0183200000% TX144 Brazoria City, Texas 0.0076913330% TX145 Brazoria County, Texas 0.6807266670% TX146 Brazos Bend City, Texas 0.0003080000% TX147 Brazos Country City, Texas 0.0006013330% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-202 State ID Qualifying Subdivision Consolidated State Allocation TX148 Brazos County, Texas 0.2280580000% TX149 Breckenridge City, Texas 0.0159840000% TX150 Bremond City, Texas 0.0037026670% TX151 Brenham City, Texas 0.0365000000% TX152 Brewster County, Texas 0.0400580000% TX153 Briarcliff Village, Texas 0.0003813330% TX154 Briaroaks City, Texas 0.0000380000% TX155 Bridge City, Texas 0.0538373330% TX156 Bridgeport City, Texas 0.0222006670% TX157 Briscoe County, Texas 0.0006513330% TX158 Broaddus Town, Texas 0.0000206670% TX159 Bronte Town, Texas 0.0000660000% TX160 Brooks County, Texas 0.0138066670% TX161 Brookshire City, Texas 0.0042706670% TX162 Brookside Village City, Texas 0.0007400000% TX163 Brown County, Texas 0.1289446670% TX164 Browndell City, Texas 0.0001013330% TX165 Brownfield City, Texas 0.0096346670% TX166 Brownsboro City, Texas 0.0021173330% TX167 Brownsville City, Texas 0.2833713330% TX168 Brownwood City, Texas 0.1110480000% TX169 Bruceville-Eddy City, Texas 0.0011280000% TX170 Bryan City, Texas 0.1645980000% TX171 Bryson City, Texas 0.0008186670% TX172 Buckholts Town, Texas 0.0007420000% TX173 Buda City, Texas 0.0071893330% TX174 Buffalo City, Texas 0.0079106670% TX175 Buffalo Gap Town, Texas 0.0000586670% TX176 Buffalo Springs Village, Texas 0.0001253330% TX177 Bullard Town, Texas 0.0049913330% TX178 Bulverde City, Texas 0.0096240000% TX179 Bunker Hill Village City, Texas 0.0003146670% TX180 Burkburnett City, Texas 0.0252293330% TX181 Burke City, Texas 0.0007426670% TX182 Burleson City, Texas 0.1011860000% TX183 Burleson County, Texas 0.0468293330% TX184 Burnet City, Texas 0.0222300000% TX185 Burnet County, Texas 0.1265526670% TX186 Burton City, Texas 0.0006246670% TX187 Byers City, Texas 0.0000513330% TX188 Bynum Town, Texas 0.0002533330% TX189 Cactus City, Texas 0.0031860000% TX190 Caddo Mills City, Texas 0.0000286670% TX191 Caldwell City, Texas 0.0121633330% TX192 Caldwell County, Texas 0.0576086670% TX193 Calhoun County, Texas 0.0852840000% TX194 Callahan County, Texas 0.0085960000% TX195 Callisburg City, Texas 0.0000673330% TX196 Calvert City, Texas 0.0005146670% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-203 State ID Qualifying Subdivision Consolidated State Allocation TX197 Cameron City, Texas 0.0073940000% TX198 Cameron County, Texas 0.3580173330% TX199 Camp County, Texas 0.0192340000% TX200 Camp Wood City, Texas 0.0002813330% TX201 Campbell City, Texas 0.0007440000% TX202 Canadian City, Texas 0.0007266670% TX203 Caney City Town, Texas 0.0013366670% TX204 Canton City, Texas 0.0378226670% TX205 Canyon City, Texas 0.0175006670% TX206 Carbon Town, Texas 0.0004133330% TX207 Carl's Corner Town, Texas 0.0000320000% TX208 Carmine City, Texas 0.0002566670% TX209 Carrizo Springs City, Texas 0.0011140000% TX210 Carrollton City, Texas 0.2068366670% TX211 Carson County, Texas 0.0196620000% TX212 Carthage City, Texas 0.0126180000% TX213 Cashion Community City, Texas 0.0002146670% TX214 Cass County, Texas 0.0621033330% TX215 Castle Hills City, Texas 0.0085200000% TX216 Castro County, Texas 0.0029466670% TX217 Castroville City, Texas 0.0030166670% TX218 Cedar Hill City, Texas 0.0467513330% TX219 Cedar Park City, Texas 0.1237113330% TX220 Celeste City, Texas 0.0008533330% TX221 Celina City, Texas 0.0121886670% TX222 Center City, Texas 0.0392253330% TX223 Centerville City, Texas 0.0002566670% TX224 Chambers County, Texas 0.1021253330% TX225 Chandler City, Texas 0.0115760000% TX226 Channing City, Texas 0.0000013330% TX227 Charlotte City, Texas 0.0028380000% TX228 Cherokee County, Texas 0.1044080000% TX229 Chester Town, Texas 0.0007826670% TX230 Chico City, Texas 0.0019520000% TX231 Childress City, Texas 0.0252773330% TX232 Childress County, Texas 0.0337213330% TX233 Chillicothe City, Texas 0.0001146670% TX234 China City, Texas 0.0003480000% TX235 China Grove Town, Texas 0.0003986670% TX236 Chireno City, Texas 0.0010453330% TX237 Christine Town, Texas 0.0002360000% TX238 Cibolo City, Texas 0.0091266670% TX239 Cisco City, Texas 0.0048120000% TX240 Clarendon City, Texas 0.0000760000% TX241 Clarksville City, Texas 0.0139273330% TX242 Clarksville City, Texas 0.0000360000% TX243 Claude City, Texas 0.0000173330% TX244 Clay County, Texas 0.0480333330% TX245 Clear Lake Shores City, Texas 0.0044546670% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-204 State ID Qualifying Subdivision Consolidated State Allocation TX246 Cleburne City, Texas 0.1521226670% TX247 Cleveland City, Texas 0.0645980000% TX248 Clifton City, Texas 0.0066260000% TX249 Clint Town, Texas 0.0002500000% TX250 Clute City, Texas 0.0342333330% TX251 Clyde City, Texas 0.0115246670% TX252 Coahoma Town, Texas 0.0015273330% TX253 Cochran County, Texas 0.0022593330% TX254 Cockrell Hill City, Texas 0.0003413330% TX255 Coffee City Town, Texas 0.0007246670% TX256 Coke County, Texas 0.0036813330% TX257 Coldspring City, Texas 0.0002980000% TX258 Coleman City, Texas 0.0036280000% TX259 Coleman County, Texas 0.0027760000% TX260 College Station City, Texas 0.1720980000% TX261 Colleyville City, Texas 0.0306993330% TX262 Collin County, Texas 0.8444806670% TX263 Collingsworth County, Texas 0.0128226670% TX264 Collinsville Town, Texas 0.0012206670% TX265 Colmesneil City, Texas 0.0014740000% TX266 Colorado City, Texas 0.0056033330% TX267 Colorado County, Texas 0.0327226670% TX268 Columbus City, Texas 0.0045780000% TX269 Comal County, Texas 0.2640946670% TX270 Comanche City, Texas 0.0110020000% TX271 Comanche County, Texas 0.0339760000% TX272 Combes Town, Texas 0.0011400000% TX273 Combine City, Texas 0.0012613330% TX274 Commerce City, Texas 0.0225793330% TX275 Como Town, Texas 0.0002766670% TX276 Concho County, Texas 0.0025726670% TX277 Conroe City, Texas 0.3111140000% TX278 Converse City, Texas 0.0184620000% TX279 Cooke County, Texas 0.1336340000% TX280 Cool City, Texas 0.0004873330% TX281 Coolidge Town, Texas 0.0001620000% TX282 Cooper City, Texas 0.0002413330% TX283 Coppell City, Texas 0.0577286670% TX284 Copper Canyon Town, Texas 0.0003260000% TX285 Copperas Cove City, Texas 0.0889946670% TX286 Corinth City, Texas 0.0501986670% TX287 Corpus Christi City, Texas 1.2084713330% TX288 Corral City Town, Texas 0.0000953330% TX289 Corrigan Town, Texas 0.0142120000% TX290 Corsicana City, Texas 0.0582066670% TX291 Coryell County, Texas 0.0824393330% TX292 Cottle County, Texas 0.0005833330% TX293 Cottonwood City, Texas 0.0001926670% TX294 Cottonwood Shores City, Texas 0.0008020000% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-205 State ID Qualifying Subdivision Consolidated State Allocation TX295 Cotulla City, Texas 0.0008340000% TX296 Coupland City, Texas 0.0001773330% TX297 Cove City, Texas 0.0002580000% TX298 Covington City, Texas 0.0003460000% TX299 Coyote Flats City, Texas 0.0009813330% TX300 Crandall City, Texas 0.0080626670% TX301 Crane City, Texas 0.0070660000% TX302 Crane County, Texas 0.0174306670% TX303 Cranfills Gap City, Texas 0.0000853330% TX304 Crawford Town, Texas 0.0002553330% TX305 Creedmoor City, Texas 0.0000106670% TX306 Cresson City, Texas 0.0007240000% TX307 Crockett City, Texas 0.0156020000% TX308 Crockett County, Texas 0.0121400000% TX309 Crosby County, Texas 0.0122586670% TX310 Crosbyton City, Texas 0.0009986670% TX311 Cross Plains Town, Texas 0.0032513330% TX312 Cross Roads Town, Texas 0.0001626670% TX313 Cross Timber Town, Texas 0.0003613330% TX314 Crowell City, Texas 0.0042233330% TX315 Crowley City, Texas 0.0148966670% TX316 Crystal City, Texas 0.0129413330% TX317 Cuero City, Texas 0.0164593330% TX318 Culberson County, Texas 0.0005260000% TX319 Cumby City, Texas 0.0035466670% TX320 Cuney Town, Texas 0.0004040000% TX321 Cushing City, Texas 0.0007466670% TX322 Cut and Shoot City, Texas 0.0014273330% TX323 Daingerfield City, Texas 0.0083173330% TX324 Daisetta City, Texas 0.0035800000% TX325 Dalhart City, Texas 0.0077393330% TX326 Dallam County, Texas 0.0144573330% TX327 Dallas City, Texas 1.9999346670% TX328 Dallas County, Texas 5.6921940000% TX329 Dalworthington Gardens City, Texas 0.0040400000% TX330 Danbury City, Texas 0.0028206670% TX331 Darrouzett Town, Texas 0.0000673330% TX332 Dawson County, Texas 0.0312740000% TX333 Dawson Town, Texas 0.0004000000% TX334 Dayton City, Texas 0.0314146670% TX335 Dayton Lakes City, Texas 0.0000253330% TX336 De Kalb City, Texas 0.0006900000% TX337 De Leon City, Texas 0.0054786670% TX338 De Witt County, Texas 0.0459300000% TX339 Deaf Smith County, Texas 0.0230213330% TX340 Dean City, Texas 0.0000940000% TX341 Decatur City, Texas 0.0377793330% TX342 Decordova City, Texas 0.0091853330% TX343 Deer Park City, Texas 0.0329253330% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-206 State ID Qualifying Subdivision Consolidated State Allocation TX344 Del Rio City, Texas 0.0393706670% TX345 Dell City, Texas 0.0000100000% TX346 Delta County, Texas 0.0203893330% TX347 Denison City, Texas 0.1402840000% TX348 Denton City, Texas 0.3055560000% TX349 Denton County, Texas 0.7548653330% TX350 Denver City Town, Texas 0.0014026670% TX351 Deport City, Texas 0.0000280000% TX352 Desoto City, Texas 0.0482666670% TX353 Detroit Town, Texas 0.0006433330% TX354 Devers City, Texas 0.0001273330% TX355 Devine City, Texas 0.0029026670% TX356 Diboll City, Texas 0.0170220000% TX357 Dickens City, Texas 0.0000473330% TX358 Dickens County, Texas 0.0012486670% TX359 Dickinson City, Texas 0.0557886670% TX360 Dilley City, Texas 0.0017553330% TX361 Dimmit County, Texas 0.0221960000% TX362 Dimmitt City, Texas 0.0006746670% TX363 Dish Town, Texas 0.0000126670% TX364 Dodd City Town, Texas 0.0008073330% TX365 Dodson Town, Texas 0.0002980000% TX366 Domino Town, Texas 0.0001306670% TX367 Donley County, Texas 0.0149133330% TX368 Donna City, Texas 0.0091986670% TX369 Dorchester City, Texas 0.0001540000% TX370 Double Oak Town, Texas 0.0031766670% TX371 Douglassville Town, Texas 0.0003826670% TX372 Dripping Springs City, Texas 0.0005406670% TX373 Driscoll City, Texas 0.0000260000% TX374 Dublin City, Texas 0.0096520000% TX375 Dumas City, Texas 0.0174860000% TX376 Duncanville City, Texas 0.0388853330% TX377 Duval County, Texas 0.0327393330% TX378 Eagle Lake City, Texas 0.0032546670% TX379 Eagle Pass City, Texas 0.0373366670% TX380 Early City, Texas 0.0098920000% TX381 Earth City, Texas 0.0001613330% TX382 East Bernard City, Texas 0.0037026670% TX383 East Mountain City, Texas 0.0016626670% TX384 East Tawakoni City, Texas 0.0018153330% TX385 Eastland City, Texas 0.0105973330% TX386 Eastland County, Texas 0.0348500000% TX387 Easton City, Texas 0.0002193330% TX388 Ector City, Texas 0.0007386670% TX389 Ector County, Texas 0.3200000000% TX390 Edcouch City, Texas 0.0027340000% TX391 Eden City, Texas 0.0003313330% TX392 Edgecliff Village Town, Texas 0.0014880000% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-207 State ID Qualifying Subdivision Consolidated State Allocation TX393 Edgewood Town, Texas 0.0087693330% TX394 Edinburg City, Texas 0.0805893330% TX395 Edmonson Town, Texas 0.0000906670% TX396 Edna City, Texas 0.0121293330% TX397 Edom City, Texas 0.0014326670% TX398 Edwards County, Texas 0.0006500000% TX399 El Campo City, Texas 0.0211333330% TX400 El Cenizo City, Texas 0.0004140000% TX401 El Lago City, Texas 0.0037360000% TX402 El Paso City, Texas 0.8162473330% TX403 El Paso County, Texas 1.7280806670% TX404 Eldorado City, Texas 0.0000333330% TX405 Electra City, Texas 0.0104773330% TX406 Elgin City, Texas 0.0175226670% TX407 Elkhart Town, Texas 0.0002006670% TX408 Ellis County, Texas 0.2102480000% TX409 Elmendorf City, Texas 0.0004973330% TX410 Elsa City, Texas 0.0051466670% TX411 Emhouse Town, Texas 0.0000553330% TX412 Emory City, Texas 0.0025853330% TX413 Enchanted Oaks Town, Texas 0.0008660000% TX414 Encinal City, Texas 0.0010100000% TX415 Ennis City, Texas 0.0545593330% TX416 Erath County, Texas 0.0684106670% TX417 Escobares City, Texas 0.0000266670% TX418 Estelline Town, Texas 0.0006060000% TX419 Euless City, Texas 0.0618826670% TX420 Eureka City, Texas 0.0002226670% TX421 Eustace City, Texas 0.0013926670% TX422 Evant Town, Texas 0.0013786670% TX423 Everman City, Texas 0.0051280000% TX424 Fair Oaks Ranch City, Texas 0.0053846670% TX425 Fairchilds Village, Texas 0.0000540000% TX426 Fairfield City, Texas 0.0008300000% TX427 Fairview Town, Texas 0.0214966670% TX428 Falfurrias City, Texas 0.0014806670% TX429 Falls City, Texas 0.0000273330% TX430 Falls County, Texas 0.0230146670% TX431 Fannin County, Texas 0.0877686670% TX432 Farmers Branch City, Texas 0.0630213330% TX433 Farmersville City, Texas 0.0070213330% TX434 Farwell City, Texas 0.0002286670% TX435 Fate City, Texas 0.0023153330% TX436 Fayette County, Texas 0.0616266670% TX437 Fayetteville City, Texas 0.0002606670% TX438 Ferris City, Texas 0.0092486670% TX439 Fisher County, Texas 0.0036786670% TX440 Flatonia Town, Texas 0.0037740000% TX441 Florence City, Texas 0.0026326670% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-208 State ID Qualifying Subdivision Consolidated State Allocation TX442 Floresville City, Texas 0.0144660000% TX443 Flower Mound Town, Texas 0.1435040000% TX444 Floyd County, Texas 0.0060326670% TX445 Floydada City, Texas 0.0042380000% TX446 Foard County, Texas 0.0038426670% TX447 Follett City, Texas 0.0001413330% TX448 Forest Hill City, Texas 0.0174213330% TX449 Forney City, Texas 0.0534080000% TX450 Forsan City, Texas 0.0003840000% TX451 Fort Bend County, Texas 1.0044793330% TX452 Fort Stockton City, Texas 0.0029406670% TX453 Fort Worth City, Texas 1.4138600000% TX454 Franklin City, Texas 0.0026206670% TX455 Franklin County, Texas 0.0171886670% TX456 Frankston Town, Texas 0.0001826670% TX457 Fredericksburg City, Texas 0.0376573330% TX458 Freeport City, Texas 0.0486486670% TX459 Freer City, Texas 0.0021806670% TX460 Freestone County, Texas 0.0336633330% TX461 Friendswood City, Texas 0.0935533330% TX462 Frio County, Texas 0.0133026670% TX463 Friona City, Texas 0.0018986670% TX464 Frisco City, Texas 0.2702060000% TX465 Fritch City, Texas 0.0030320000% TX466 Frost City, Texas 0.0002140000% TX467 Fruitvale City, Texas 0.0015626670% TX468 Fulshear City, Texas 0.0035146670% TX469 Fulton Town, Texas 0.0010680000% TX470 Gaines County, Texas 0.0362313330% TX471 Gainesville City, Texas 0.1026533330% TX472 Galena Park City, Texas 0.0087286670% TX473 Gallatin City, Texas 0.0008353330% TX474 Galveston City, Texas 0.3254580000% TX475 Galveston County, Texas 0.7493953330% TX476 Ganado City, Texas 0.0036733330% TX477 Garden Ridge City, Texas 0.0075673330% TX478 Garland City, Texas 0.2801626670% TX479 Garrett Town, Texas 0.0016733330% TX480 Garrison City, Texas 0.0023700000% TX481 Gary City Town, Texas 0.0003000000% TX482 Garza County, Texas 0.0059626670% TX483 Gatesville City, Texas 0.0179960000% TX484 George West City, Texas 0.0041380000% TX485 Georgetown City, Texas 0.1505973330% TX486 Gholson City, Texas 0.0010033330% TX487 Giddings City, Texas 0.0084493330% TX488 Gillespie County, Texas 0.0421273330% TX489 Gilmer City, Texas 0.0226340000% TX490 Gladewater City, Texas 0.0164253330% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-209 State ID Qualifying Subdivision Consolidated State Allocation TX491 Glasscock County, Texas 0.0006666670% TX492 Glen Rose City, Texas 0.0003600000% TX493 Glenn Heights City, Texas 0.0110620000% TX494 Godley City, Texas 0.0020766670% TX495 Goldsmith City, Texas 0.0004513330% TX496 Goldthwaite City, Texas 0.0008166670% TX497 Goliad City, Texas 0.0023753330% TX498 Goliad County, Texas 0.0231066670% TX499 Golinda City, Texas 0.0000666670% TX500 Gonzales City, Texas 0.0099213330% TX501 Gonzales County, Texas 0.0221533330% TX502 Goodlow City, Texas 0.0001473330% TX503 Goodrich City, Texas 0.0064286670% TX504 Gordon City, Texas 0.0002433330% TX505 Goree City, Texas 0.0004993330% TX506 Gorman City, Texas 0.0020713330% TX507 Graford City, Texas 0.0000153330% TX508 Graham City, Texas 0.1569520000% TX509 Granbury City, Texas 0.0478233330% TX510 Grand Prairie City, Texas 0.2969593330% TX511 Grand Saline City, Texas 0.0242753330% TX512 Grandfalls Town, Texas 0.0000433330% TX513 Grandview City, Texas 0.0044000000% TX514 Granger City, Texas 0.0018273330% TX515 Granite Shoals City, Texas 0.0078893330% TX516 Granjeno City, Texas 0.0000286670% TX517 Grapeland City, Texas 0.0048580000% TX518 Grapevine City, Texas 0.0861300000% TX519 Gray County, Texas 0.0439226670% TX520 Grays Prairie Village, Texas 0.0000113330% TX521 Grayson County, Texas 0.3593886670% TX522 Greenville City, Texas 0.1354080000% TX523 Gregg County, Texas 0.1624960000% TX524 Gregory City, Texas 0.0031313330% TX525 Grey Forest City, Texas 0.0003160000% TX526 Grimes County, Texas 0.0632520000% TX527 Groesbeck City, Texas 0.0038300000% TX528 Groom Town, Texas 0.0006433330% TX529 Groves City, Texas 0.0271680000% TX530 Groveton City, Texas 0.0058846670% TX531 Gruver City, Texas 0.0007773330% TX532 Guadalupe County, Texas 0.0978826670% TX533 Gun Barrel City, Texas 0.0242013330% TX534 Gunter City, Texas 0.0030726670% TX535 Gustine Town, Texas 0.0000226670% TX536 Hackberry Town, Texas 0.0000626670% TX537 Hale Center City, Texas 0.0040280000% TX538 Hale County, Texas 0.0527666670% TX539 Hall County, Texas 0.0059553330% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-210 State ID Qualifying Subdivision Consolidated State Allocation TX540 Hallettsville City, Texas 0.0045966670% TX541 Hallsburg City, Texas 0.0001813330% TX542 Hallsville City, Texas 0.0068260000% TX543 Haltom City, Texas 0.0478666670% TX544 Hamilton City, Texas 0.0023873330% TX545 Hamilton County, Texas 0.0442380000% TX546 Hamlin City, Texas 0.0031040000% TX547 Hansford County, Texas 0.0109440000% TX548 Happy Town, Texas 0.0002180000% TX549 Hardeman County, Texas 0.0101460000% TX550 Hardin City, Texas 0.0000666670% TX551 Hardin County, Texas 0.2532000000% TX552 Harker Heights City, Texas 0.0757873330% TX553 Harlingen City, Texas 0.1102860000% TX554 Harris County, Texas 9.9774680000% TX555 Harrison County, Texas 0.1239400000% TX556 Hart City, Texas 0.0000573330% TX557 Hartley County, Texas 0.0005240000% TX558 Haskell City, Texas 0.0072193330% TX559 Haskell County, Texas 0.0146740000% TX560 Haslet City, Texas 0.0012720000% TX561 Hawk Cove City, Texas 0.0004493330% TX562 Hawkins City, Texas 0.0052880000% TX563 Hawley City, Texas 0.0006206670% TX564 Hays City, Texas 0.0003373330% TX565 Hays County, Texas 0.3529926670% TX566 Hearne City, Texas 0.0112160000% TX567 Heath City, Texas 0.0191673330% TX568 Hebron Town, Texas 0.0004580000% TX569 Hedley City, Texas 0.0000466670% TX570 Hedwig Village City, Texas 0.0087113330% TX571 Helotes City, Texas 0.0105266670% TX572 Hemphill City, Texas 0.0053566670% TX573 Hemphill County, Texas 0.0095960000% TX574 Hempstead City, Texas 0.0141600000% TX575 Henderson City, Texas 0.0399773330% TX576 Henderson County, Texas 0.2186433330% TX577 Henrietta City, Texas 0.0018133330% TX578 Hereford City, Texas 0.0136153330% TX579 Hewitt City, Texas 0.0131840000% TX580 Hickory Creek Town, Texas 0.0110066670% TX581 Hico City, Texas 0.0036893330% TX582 Hidalgo City, Texas 0.0177473330% TX583 Hidalgo County, Texas 0.8354020000% TX584 Hideaway City, Texas 0.0006146670% TX585 Higgins City, Texas 0.0000286670% TX586 Highland Haven City, Texas 0.0002133330% TX587 Highland Park Town, Texas 0.0289220000% TX588 Highland Village City, Texas 0.0335433330% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-211 State ID Qualifying Subdivision Consolidated State Allocation TX589 Hill Country Village City, Texas 0.0043233330% TX590 Hill County, Texas 0.0849846670% TX591 Hillcrest Village, Texas 0.0035633330% TX592 Hillsboro City, Texas 0.0310726670% TX593 Hilshire Village City, Texas 0.0005726670% TX594 Hitchcock City, Texas 0.0191973330% TX595 Hockley County, Texas 0.0309380000% TX596 Holiday Lakes Town, Texas 0.0011966670% TX597 Holland Town, Texas 0.0000513330% TX598 Holliday City, Texas 0.0039400000% TX599 Hollywood Park Town, Texas 0.0062826670% TX600 Hondo City, Texas 0.0768586670% TX601 Honey Grove City, Texas 0.0047973330% TX602 Hood County, Texas 0.1947366670% TX603 Hooks City, Texas 0.0018013330% TX604 Hopkins County, Texas 0.0996786670% TX605 Horizon City, Texas 0.0050133330% TX606 Horseshoe Bay City, Texas 0.0321153330% TX607 Houston City, Texas 4.6811953330% TX608 Houston County, Texas 0.0524320000% TX609 Howard County, Texas 0.0595533330% TX610 Howardwick City, Texas 0.0000560000% TX611 Howe Town, Texas 0.0061180000% TX612 Hubbard City, Texas 0.0024233330% TX613 Hudson City, Texas 0.0045600000% TX614 Hudson Oaks City, Texas 0.0104246670% TX615 Hudspeth County, Texas 0.0006566670% TX616 Hughes Springs City, Texas 0.0029613330% TX617 Humble City, Texas 0.0493013330% TX618 Hunt County, Texas 0.2065673330% TX619 Hunters Creek Village City, Texas 0.0098053330% TX620 Huntington City, Texas 0.0058613330% TX621 Huntsville City, Texas 0.0535820000% TX622 Hurst City, Texas 0.0661246670% TX623 Hutchins City, Texas 0.0063673330% TX624 Hutchinson County, Texas 0.0497533330% TX625 Hutto City, Texas 0.0255640000% TX626 Huxley City, Texas 0.0004920000% TX627 Idalou City, Texas 0.0013326670% TX628 Impact Town, Texas 0.0000053330% TX629 Indian Lake Town, Texas 0.0003153330% TX630 Industry City, Texas 0.0004026670% TX631 Ingleside City, Texas 0.0269913330% TX632 Ingleside on the Bay City, Texas 0.0000946670% TX633 Ingram City, Texas 0.0034953330% TX634 Iola City, Texas 0.0021093330% TX635 Iowa Colony Village, Texas 0.0027266670% TX636 Iowa Park City, Texas 0.0156580000% TX637 Iraan City, Texas 0.0000373330% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-212 State ID Qualifying Subdivision Consolidated State Allocation TX638 Iredell City, Texas 0.0001440000% TX639 Irion County, Texas 0.0060700000% TX640 Irving City, Texas 0.2852120000% TX641 Italy Town, Texas 0.0035660000% TX642 Itasca City, Texas 0.0057960000% TX643 Ivanhoe City, Texas 0.0000173330% TX644 Jacinto City, Texas 0.0094273330% TX645 Jack County, Texas 0.0098660000% TX646 Jacksboro City, Texas 0.0155026670% TX647 Jackson County, Texas 0.0253226670% TX648 Jacksonville City, Texas 0.0534526670% TX649 Jamaica Beach City, Texas 0.0032753330% TX650 Jarrell City, Texas 0.0016153330% TX651 Jasper City, Texas 0.0522813330% TX652 Jasper County, Texas 0.1659033330% TX653 Jayton City, Texas 0.0000420000% TX654 Jeff Davis County, Texas 0.0056666670% TX655 Jefferson City, Texas 0.0074626670% TX656 Jefferson County, Texas 0.5044093330% TX657 Jersey Village City, Texas 0.0242313330% TX658 Jewett City, Texas 0.0062253330% TX659 Jim Hogg County, Texas 0.0084786670% TX660 Jim Wells County, Texas 0.1110260000% TX661 Joaquin City, Texas 0.0005400000% TX662 Johnson City, Texas 0.0023873330% TX663 Johnson County, Texas 0.2724613330% TX664 Jolly City, Texas 0.0000173330% TX665 Jones County, Texas 0.0146673330% TX666 Jones Creek Village, Texas 0.0033853330% TX667 Jonestown City, Texas 0.0042793330% TX668 Josephine City, Texas 0.0005873330% TX669 Joshua City, Texas 0.0137460000% TX670 Jourdanton City, Texas 0.0064000000% TX671 Junction City, Texas 0.0032166670% TX672 Justin City, Texas 0.0057166670% TX673 Karnes City, Texas 0.0077546670% TX674 Karnes County, Texas 0.0234993330% TX675 Katy City, Texas 0.0349780000% TX676 Kaufman City, Texas 0.0184046670% TX677 Kaufman County, Texas 0.2353646670% TX678 Keene City, Texas 0.0255306670% TX679 Keller City, Texas 0.0527926670% TX680 Kemah City, Texas 0.0188833330% TX681 Kemp City, Texas 0.0042793330% TX682 Kempner City, Texas 0.0002200000% TX683 Kendall County, Texas 0.0670953330% TX684 Kendleton City, Texas 0.0000086670% TX685 Kenedy City, Texas 0.0004506670% TX686 Kenedy County, Texas 0.0006666670% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-213 State ID Qualifying Subdivision Consolidated State Allocation TX687 Kenefick Town, Texas 0.0002773330% TX688 Kennard City, Texas 0.0000880000% TX689 Kennedale City, Texas 0.0140160000% TX690 Kent County, Texas 0.0006260000% TX691 Kerens City, Texas 0.0012826670% TX692 Kermit City, Texas 0.0037680000% TX693 Kerr County, Texas 0.1456346670% TX694 Kerrville City, Texas 0.1269046670% TX695 Kilgore City, Texas 0.0703886670% TX696 Killeen City, Texas 0.3571000000% TX697 Kimble County, Texas 0.0136533330% TX698 King County, Texas 0.0006666670% TX699 Kingsville City, Texas 0.0133886670% TX700 Kinney County, Texas 0.0014280000% TX701 Kirby City, Texas 0.0058346670% TX702 Kirbyville City, Texas 0.0071266670% TX703 Kirvin Town, Texas 0.0000013330% TX704 Kleberg County, Texas 0.0827393330% TX705 Knollwood City, Texas 0.0007733330% TX706 Knox City Town, Texas 0.0013080000% TX707 Knox County, Texas 0.0078200000% TX708 Kosse Town, Texas 0.0016453330% TX709 Kountze City, Texas 0.0131440000% TX710 Kress City, Texas 0.0001240000% TX711 Krugerville City, Texas 0.0010053330% TX712 Krum City, Texas 0.0064406670% TX713 Kurten Town, Texas 0.0004573330% TX714 Kyle City, Texas 0.0345566670% TX715 La Feria City, Texas 0.0069206670% TX716 La Grange City, Texas 0.0064153330% TX717 La Grulla City, Texas 0.0011386670% TX718 La Joya City, Texas 0.0056380000% TX719 La Marque City, Texas 0.0659533330% TX720 La Porte City, Texas 0.0610213330% TX721 La Salle County, Texas 0.0099833330% TX722 La Vernia City, Texas 0.0021446670% TX723 La Villa City, Texas 0.0003813330% TX724 La Ward City, Texas 0.0002140000% TX725 Lacoste City, Texas 0.0001060000% TX726 Lacy-Lakeview City, Texas 0.0077326670% TX727 Ladonia Town, Texas 0.0013406670% TX728 Lago Vista City, Texas 0.0091786670% TX729 Laguna Vista Town, Texas 0.0024593330% TX730 Lake Bridgeport City, Texas 0.0001546670% TX731 Lake City Town, Texas 0.0019453330% TX732 Lake Dallas City, Texas 0.0168760000% TX733 Lake Jackson City, Texas 0.0505206670% TX734 Lake Tanglewood Village, Texas 0.0004086670% TX735 Lake Worth City, Texas 0.0133673330% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-214 State ID Qualifying Subdivision Consolidated State Allocation TX736 Lakeport City, Texas 0.0003086670% TX737 Lakeside City Town, Texas 0.0001480000% TX738 Lakeside Town, San Patricio County, Texas 0.0029826670% TX739 Lakeside Town, Tarrant County, Texas 0.0029826670% TX740 Lakeview Town, Texas 0.0002846670% TX741 Lakeway City, Texas 0.0211046670% TX742 Lakewood Village City, Texas 0.0003713330% TX743 Lamar County, Texas 0.0943986670% TX744 Lamb County, Texas 0.0337873330% TX745 Lamesa City, Texas 0.0197706670% TX746 Lampasas City, Texas 0.0188073330% TX747 Lampasas County, Texas 0.0285453330% TX748 Lancaster City, Texas 0.0604353330% TX749 Laredo City, Texas 0.5087826670% TX750 Latexo City, Texas 0.0000826670% TX751 Lavaca County, Texas 0.0306486670% TX752 Lavon City, Texas 0.0049566670% TX753 Lawn Town, Texas 0.0000386670% TX754 League City, Texas 0.2016120000% TX755 Leakey City, Texas 0.0001706670% TX756 Leander City, Texas 0.0590940000% TX757 Leary City, Texas 0.0005313330% TX758 Lee County, Texas 0.0203046670% TX759 Lefors Town, Texas 0.0001060000% TX760 Leon County, Texas 0.0449286670% TX761 Leon Valley City, Texas 0.0155053330% TX762 Leona City, Texas 0.0005886670% TX763 Leonard City, Texas 0.0056700000% TX764 Leroy City, Texas 0.0001173330% TX765 Levelland City, Texas 0.0312320000% TX766 Lewisville City, Texas 0.2547293330% TX767 Lexington Town, Texas 0.0015453330% TX768 Liberty City, Texas 0.0482286670% TX769 Liberty County, Texas 0.3541413330% TX770 Liberty Hill City, Texas 0.0018533330% TX771 Limestone County, Texas 0.0904560000% TX772 Lincoln Park Town, Texas 0.0004513330% TX773 Lindale City, Texas 0.0161346670% TX774 Linden City, Texas 0.0024406670% TX775 Lindsay City, Texas 0.0008186670% TX776 Lipan City, Texas 0.0000293330% TX777 Lipscomb County, Texas 0.0067546670% TX778 Little Elm City, Texas 0.0462173330% TX779 Little River-Academy City, Texas 0.0005320000% TX780 Littlefield City, Texas 0.0051186670% TX781 Live Oak City, Texas 0.0218266670% TX782 Live Oak County, Texas 0.0264773330% TX783 Liverpool City, Texas 0.0009566670% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-215 State ID Qualifying Subdivision Consolidated State Allocation TX784 Livingston Town, Texas 0.0487766670% TX785 Llano City, Texas 0.0154140000% TX786 Llano County, Texas 0.0770980000% TX787 Lockhart City, Texas 0.0327000000% TX788 Lockney Town, Texas 0.0022006670% TX789 Log Cabin City, Texas 0.0013066670% TX790 Lometa City, Texas 0.0007840000% TX791 Lone Oak City, Texas 0.0011366670% TX792 Lone Star City, Texas 0.0055220000% TX793 Longview City, Texas 0.3215026670% TX794 Loraine Town, Texas 0.0001253330% TX795 Lorena City, Texas 0.0022600000% TX796 Lorenzo City, Texas 0.0075720000% TX797 Los Fresnos City, Texas 0.0074566670% TX798 Los Indios Town, Texas 0.0001060000% TX799 Lott City, Texas 0.0010106670% TX800 Lovelady City, Texas 0.0001660000% TX801 Loving County, Texas 0.0006666670% TX802 Lowry Crossing City, Texas 0.0005220000% TX803 Lubbock City, Texas 0.2132446670% TX804 Lubbock County, Texas 0.9198126670% TX805 Lucas City, Texas 0.0035106670% TX806 Lueders City, Texas 0.0003386670% TX807 Lufkin City, Texas 0.1877280000% TX808 Luling City, Texas 0.0196140000% TX809 Lumberton City, Texas 0.0244060000% TX810 Lyford City, Texas 0.0020473330% TX811 Lynn County, Texas 0.0041833330% TX812 Lytle City, Texas 0.0048153330% TX813 Mabank Town, Texas 0.0129620000% TX814 Madison County, Texas 0.0329946670% TX815 Madisonville City, Texas 0.0076386670% TX816 Magnolia City, Texas 0.0173540000% TX817 Malakoff City, Texas 0.0084093330% TX818 Malone Town, Texas 0.0002926670% TX819 Manor City, Texas 0.0083326670% TX820 Mansfield City, Texas 0.1005253330% TX821 Manvel City, Texas 0.0082033330% TX822 Marble Falls City, Texas 0.0246926670% TX823 Marfa City, Texas 0.0000433330% TX824 Marietta Town, Texas 0.0002253330% TX825 Marion City, Texas 0.0001833330% TX826 Marion County, Texas 0.0364853330% TX827 Marlin City, Texas 0.0144226670% TX828 Marquez City, Texas 0.0008813330% TX829 Marshall City, Texas 0.0722473330% TX830 Mart City, Texas 0.0006186670% TX831 Martin County, Texas 0.0072413330% TX832 Martindale City, Texas 0.0016246670% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-216 State ID Qualifying Subdivision Consolidated State Allocation TX833 Mason City, Texas 0.0005180000% TX834 Mason County, Texas 0.0020893330% TX835 Matador Town, Texas 0.0008020000% TX836 Matagorda County, Texas 0.0901593330% TX837 Mathis City, Texas 0.0104800000% TX838 Maud City, Texas 0.0002820000% TX839 Maverick County, Texas 0.0772793330% TX840 Maypearl City, Texas 0.0006573330% TX841 McAllen City, Texas 0.2429493330% TX842 McCamey City, Texas 0.0003613330% TX843 McCulloch County, Texas 0.0133473330% TX844 McGregor City, Texas 0.0061033330% TX845 McKinney City, Texas 0.3002553330% TX846 McLean Town, Texas 0.0000093330% TX847 McLendon-Chisholm City, Texas 0.0002740000% TX848 McLennan County, Texas 0.3530940000% TX849 McMullen County, Texas 0.0006666670% TX850 Meadow Town, Texas 0.0007473330% TX851 Meadowlakes City, Texas 0.0006033330% TX852 Meadows Place City, Texas 0.0120986670% TX853 Medina County, Texas 0.0322366670% TX854 Megargel Town, Texas 0.0004073330% TX855 Melissa City, Texas 0.0102540000% TX856 Melvin Town, Texas 0.0002300000% TX857 Memphis City, Texas 0.0048020000% TX858 Menard City, Texas 0.0006606670% TX859 Menard County, Texas 0.0098113330% TX860 Mercedes City, Texas 0.0142940000% TX861 Meridian City, Texas 0.0023640000% TX862 Merkel Town, Texas 0.0067446670% TX863 Mertens Town, Texas 0.0001593330% TX864 Mertzon City, Texas 0.0000193330% TX865 Mesquite City, Texas 0.2071393330% TX866 Mexia City, Texas 0.0140640000% TX867 Miami City, Texas 0.0003033330% TX868 Midland City, Texas 0.3478993330% TX869 Midland County, Texas 0.1866180000% TX870 Midlothian City, Texas 0.0638660000% TX871 Midway City, Texas 0.0000520000% TX872 Milam County, Texas 0.0649240000% TX873 Milano City, Texas 0.0006026670% TX874 Mildred Town, Texas 0.0001906670% TX875 Miles City, Texas 0.0000620000% TX876 Milford Town, Texas 0.0041180000% TX877 Miller's Cove Town, Texas 0.0000646670% TX878 Millican Town, Texas 0.0002780000% TX879 Mills County, Texas 0.0132873330% TX880 Millsap Town, Texas 0.0000226670% TX881 Mineola City, Texas 0.0324793330% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-217 State ID Qualifying Subdivision Consolidated State Allocation TX882 Mineral Wells City, Texas 0.0613740000% TX883 Mingus City, Texas 0.0001260000% TX884 Mission City, Texas 0.0831786670% TX885 Missouri City, Texas 0.1397553330% TX886 Mitchell County, Texas 0.0139000000% TX887 Mobeetie City, Texas 0.0000346670% TX888 Mobile City, Texas 0.0013560000% TX889 Monahans City, Texas 0.0038993330% TX890 Mont Belvieu City, Texas 0.0131126670% TX891 Montague County, Texas 0.0631973330% TX892 Montgomery City, Texas 0.0012560000% TX893 Montgomery County, Texas 1.8006073330% TX894 Moody City, Texas 0.0005520000% TX895 Moore County, Texas 0.0270846670% TX896 Moore Station City, Texas 0.0005146670% TX897 Moran City, Texas 0.0000333330% TX898 Morgan City, Texas 0.0004033330% TX899 Morgan's Point City, Texas 0.0020700000% TX900 Morgan's Point Resort City, Texas 0.0053493330% TX901 Morris County, Texas 0.0355520000% TX902 Morton City, Texas 0.0001113330% TX903 Motley County, Texas 0.0022293330% TX904 Moulton Town, Texas 0.0006660000% TX905 Mount Calm City, Texas 0.0004033330% TX906 Mount Enterprise City, Texas 0.0012213330% TX907 Mount Pleasant City, Texas 0.0437893330% TX908 Mount Vernon Town, Texas 0.0040326670% TX909 Mountain City, Texas 0.0010320000% TX910 Muenster City, Texas 0.0031040000% TX911 Muleshoe City, Texas 0.0032733330% TX912 Mullin Town, Texas 0.0002560000% TX913 Munday City, Texas 0.0013646670% TX914 Murchison City, Texas 0.0015346670% TX915 Murphy City, Texas 0.0345953330% TX916 Mustang Ridge City, Texas 0.0016413330% TX917 Mustang Town, Texas 0.0000046670% TX918 Nacogdoches City, Texas 0.1373280000% TX919 Nacogdoches County, Texas 0.1323886670% TX920 Naples City, Texas 0.0028160000% TX921 Nash City, Texas 0.0053326670% TX922 Nassau Bay City, Texas 0.0074980000% TX923 Natalia City, Texas 0.0004166670% TX924 Navarro County, Texas 0.0690086670% TX925 Navarro Town, Texas 0.0002226670% TX926 Navasota City, Texas 0.0251173330% TX927 Nazareth City, Texas 0.0000826670% TX928 Nederland City, Texas 0.0297233330% TX929 Needville City, Texas 0.0068940000% TX930 Nevada City, Texas 0.0001580000% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-218 State ID Qualifying Subdivision Consolidated State Allocation TX931 New Berlin City, Texas 0.0000026670% TX932 New Boston City, Texas 0.0046353330% TX933 New Braunfels City, Texas 0.2048753330% TX934 New Chapel Hill City, Texas 0.0001920000% TX935 New Deal Town, Texas 0.0002253330% TX936 New Fairview City, Texas 0.0015560000% TX937 New Home City, Texas 0.0000060000% TX938 New Hope Town, Texas 0.0006826670% TX939 New London City, Texas 0.0027526670% TX940 New Summerfield City, Texas 0.0002946670% TX941 New Waverly City, Texas 0.0017080000% TX942 Newark City, Texas 0.0003466670% TX943 Newcastle City, Texas 0.0006093330% TX944 Newton City, Texas 0.0040680000% TX945 Newton County, Texas 0.1053373330% TX946 Neylandville Town, Texas 0.0001086670% TX947 Niederwald City, Texas 0.0000106670% TX948 Nixon City, Texas 0.0015220000% TX949 Nocona City, Texas 0.0110240000% TX950 Nolan County, Texas 0.0335080000% TX951 Nolanville City, Texas 0.0028313330% TX952 Nome City, Texas 0.0002606670% TX953 Noonday City, Texas 0.0001506670% TX954 Nordheim City, Texas 0.0004646670% TX955 Normangee Town, Texas 0.0041280000% TX956 North Cleveland City, Texas 0.0000700000% TX957 North Richland Hills City, Texas 0.0976126670% TX958 Northlake Town, Texas 0.0059366670% TX959 Novice City, Texas 0.0000506670% TX960 Nueces County, Texas 0.9119546670% TX961 Oak Grove Town, Texas 0.0018460000% TX962 Oak Leaf City, Texas 0.0004080000% TX963 Oak Point City, Texas 0.0060073330% TX964 Oak Ridge North City, Texas 0.0223413330% TX965 Oak Ridge Town, Cooke County, Texas 0.0002386670% TX966 Oak Ridge Town, Kaufman County, Texas 0.0002386670% TX967 Oak Valley Town, Texas 0.0000046670% TX968 Oakwood Town, Texas 0.0000986670% TX969 O'Brien City, Texas 0.0000506670% TX970 Ochiltree County, Texas 0.0103173330% TX971 Odem City, Texas 0.0049466670% TX972 Odessa City, Texas 0.3727753330% TX973 O'Donnell City, Texas 0.0000180000% TX974 Oglesby City, Texas 0.0000193330% TX975 Old River-Winfree City, Texas 0.0144353330% TX976 Oldham County, Texas 0.0068786670% TX977 Olmos Park City, Texas 0.0065340000% TX978 Olney City, Texas 0.0040586670% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-219 State ID Qualifying Subdivision Consolidated State Allocation TX979 Olton City, Texas 0.0007980000% TX980 Omaha City, Texas 0.0027900000% TX981 Onalaska City, Texas 0.0211026670% TX982 Opdyke West Town, Texas 0.0003193330% TX983 Orange City, Texas 0.2075593330% TX984 Orange County, Texas 0.4598786670% TX985 Orange Grove City, Texas 0.0011180000% TX986 Orchard City, Texas 0.0005780000% TX987 Ore City, Texas 0.0045373330% TX988 Overton City, Texas 0.0052666670% TX989 Ovilla City, Texas 0.0089273330% TX990 Oyster Creek City, Texas 0.0064220000% TX991 Paducah Town, Texas 0.0000833330% TX992 Paint Rock Town, Texas 0.0000940000% TX993 Palacios City, Texas 0.0093573330% TX994 Palestine City, Texas 0.1186726670% TX995 Palisades Village, Texas 0.0001600000% TX996 Palm Valley City, Texas 0.0012786670% TX997 Palmer Town, Texas 0.0084440000% TX998 Palmhurst City, Texas 0.0031066670% TX999 Palmview City, Texas 0.0050513330% TX1000 Palo Pinto County, Texas 0.0830806670% TX1001 Pampa City, Texas 0.0448180000% TX1002 Panhandle Town, Texas 0.0063573330% TX1003 Panola County, Texas 0.0537993330% TX1004 Panorama Village City, Texas 0.0008613330% TX1005 Pantego Town, Texas 0.0085986670% TX1006 Paradise City, Texas 0.0000346670% TX1007 Paris City, Texas 0.1341200000% TX1008 Parker City, Texas 0.0068713330% TX1009 Parker County, Texas 0.3175026670% TX1010 Parmer County, Texas 0.0105773330% TX1011 Pasadena City, Texas 0.2376906670% TX1012 Pattison City, Texas 0.0007653330% TX1013 Patton Village City, Texas 0.0061786670% TX1014 Payne Springs Town, Texas 0.0011800000% TX1015 Pearland City, Texas 0.2225013330% TX1016 Pearsall City, Texas 0.0077133330% TX1017 Pecan Gap City, Texas 0.0004793330% TX1018 Pecan Hill City, Texas 0.0001526670% TX1019 Pecos City, Texas 0.0050813330% TX1020 Pecos County, Texas 0.0313313330% TX1021 Pelican Bay City, Texas 0.0007993330% TX1022 Penelope Town, Texas 0.0002766670% TX1023 Penitas City, Texas 0.0002080000% TX1024 Perryton City, Texas 0.0155760000% TX1025 Petersburg City, Texas 0.0011273330% TX1026 Petrolia City, Texas 0.0000113330% TX1027 Petronila City, Texas 0.0000033330% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-220 State ID Qualifying Subdivision Consolidated State Allocation TX1028 Pflugerville City, Texas 0.0576053330% TX1029 Pharr City, Texas 0.0964806670% TX1030 Pilot Point City, Texas 0.0077420000% TX1031 Pine Forest City, Texas 0.0025960000% TX1032 Pine Island Town, Texas 0.0020940000% TX1033 Pinehurst City, Texas 0.0217806670% TX1034 Pineland City, Texas 0.0027586670% TX1035 Piney Point Village City, Texas 0.0104920000% TX1036 Pittsburg City, Texas 0.0136840000% TX1037 Plains Town, Texas 0.0000860000% TX1038 Plainview City, Texas 0.0401986670% TX1039 Plano City, Texas 0.7677386670% TX1040 Pleak Village, Texas 0.0001800000% TX1041 Pleasant Valley Town, Texas 0.0002053330% TX1042 Pleasanton City, Texas 0.0193406670% TX1043 Plum Grove City, Texas 0.0001720000% TX1044 Point Blank City, Texas 0.0002366670% TX1045 Point City, Texas 0.0010126670% TX1046 Point Comfort City, Texas 0.0002980000% TX1047 Point Venture Village, Texas 0.0003920000% TX1048 Polk County, Texas 0.2472206670% TX1049 Ponder Town, Texas 0.0008546670% TX1050 Port Aransas City, Texas 0.0206813330% TX1051 Port Arthur City, Texas 0.2452966670% TX1052 Port Isabel City, Texas 0.0065346670% TX1053 Port Lavaca City, Texas 0.0078346670% TX1054 Port Neches City, Texas 0.0258993330% TX1055 Portland City, Texas 0.0510113330% TX1056 Post City, Texas 0.0015546670% TX1057 Post Oak Bend City Town, Texas 0.0006893330% TX1058 Poteet City, Texas 0.0045113330% TX1059 Poth Town, Texas 0.0026493330% TX1060 Potter County, Texas 0.2478006670% TX1061 Pottsboro Town, Texas 0.0082013330% TX1062 Powell Town, Texas 0.0000733330% TX1063 Poynor Town, Texas 0.0007866670% TX1064 Prairie View City, Texas 0.0050666670% TX1065 Premont City, Texas 0.0022140000% TX1066 Presidio City, Texas 0.0000986670% TX1067 Presidio County, Texas 0.0005246670% TX1068 Primera Town, Texas 0.0019720000% TX1069 Princeton City, Texas 0.0128300000% TX1070 Progreso City, Texas 0.0053813330% TX1071 Progreso Lakes City, Texas 0.0000260000% TX1072 Prosper Town, Texas 0.0151800000% TX1073 Providence Village Town, Texas 0.0003386670% TX1074 Putnam Town, Texas 0.0000093330% TX1075 Pyote Town, Texas 0.0000146670% TX1076 Quanah City, Texas 0.0001380000% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-221 State ID Qualifying Subdivision Consolidated State Allocation TX1077 Queen City, Texas 0.0032246670% TX1078 Quinlan City, Texas 0.0048693330% TX1079 Quintana Town, Texas 0.0003280000% TX1080 Quitaque City, Texas 0.0000053330% TX1081 Quitman City, Texas 0.0104126670% TX1082 Rains County, Texas 0.0354600000% TX1083 Ralls City, Texas 0.0026446670% TX1084 Rancho Viejo Town, Texas 0.0025573330% TX1085 Randall County, Texas 0.1854173330% TX1086 Ranger City, Texas 0.0081240000% TX1087 Rankin City, Texas 0.0010753330% TX1088 Ransom Canyon Town, Texas 0.0006200000% TX1089 Ravenna City, Texas 0.0004566670% TX1090 Raymondville City, Texas 0.0049773330% TX1091 Reagan County, Texas 0.0168100000% TX1092 Real County, Texas 0.0033820000% TX1093 Red Lick City, Texas 0.0000153330% TX1094 Red Oak City, Texas 0.0178953330% TX1095 Red River County, Texas 0.0195373330% TX1096 Redwater City, Texas 0.0007053330% TX1097 Reeves County, Texas 0.0689000000% TX1098 Refugio County, Texas 0.0308106670% TX1099 Refugio Town, Texas 0.0058926670% TX1100 Reklaw City, Texas 0.0007573330% TX1101 Reno City, Lamar County, Texas 0.0074426670% TX1102 Reno City, Parker County, Texas 0.0025273330% TX1103 Retreat Town, Texas 0.0000346670% TX1104 Rhome City, Texas 0.0081900000% TX1105 Rice City, Texas 0.0013146670% TX1106 Richardson City, Texas 0.1735433330% TX1107 Richland Hills City, Texas 0.0162920000% TX1108 Richland Springs Town, Texas 0.0014893330% TX1109 Richland Town, Texas 0.0001400000% TX1110 Richmond City, Texas 0.0517373330% TX1111 Richwood City, Texas 0.0080746670% TX1112 Riesel City, Texas 0.0007453330% TX1113 Rio Bravo City, Texas 0.0056986670% TX1114 Rio Grande City, Texas 0.0172980000% TX1115 Rio Hondo City, Texas 0.0023666670% TX1116 Rio Vista City, Texas 0.0029460000% TX1117 Rising Star Town, Texas 0.0012886670% TX1118 River Oaks City, Texas 0.0079446670% TX1119 Riverside City, Texas 0.0005720000% TX1120 Roanoke City, Texas 0.0001833330% TX1121 Roaring Springs Town, Texas 0.0003073330% TX1122 Robert Lee City, Texas 0.0000566670% TX1123 Roberts County, Texas 0.0003646670% TX1124 Robertson County, Texas 0.0297613330% TX1125 Robinson City, Texas 0.0120013330% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-222 State ID Qualifying Subdivision Consolidated State Allocation TX1126 Robstown City, Texas 0.0267693330% TX1127 Roby City, Texas 0.0002853330% TX1128 Rochester Town, Texas 0.0004493330% TX1129 Rockdale City, Texas 0.0139820000% TX1130 Rockport City, Texas 0.0361686670% TX1131 Rocksprings Town, Texas 0.0000166670% TX1132 Rockwall City, Texas 0.0762053330% TX1133 Rockwall County, Texas 0.1125466670% TX1134 Rocky Mound Town, Texas 0.0001866670% TX1135 Rogers Town, Texas 0.0025453330% TX1136 Rollingwood City, Texas 0.0031693330% TX1137 Roma City, Texas 0.0110860000% TX1138 Roman Forest Town, Texas 0.0057400000% TX1139 Ropesville City, Texas 0.0014146670% TX1140 Roscoe City, Texas 0.0005186670% TX1141 Rose City, Texas 0.0026746670% TX1142 Rose Hill Acres City, Texas 0.0015406670% TX1143 Rosebud City, Texas 0.0009926670% TX1144 Rosenberg City, Texas 0.0843953330% TX1145 Ross City, Texas 0.0000980000% TX1146 Rosser Village, Texas 0.0003660000% TX1147 Rotan City, Texas 0.0009953330% TX1148 Round Mountain Town, Texas 0.0003026670% TX1149 Round Rock City, Texas 0.3173280000% TX1150 Round Top Town, Texas 0.0000933330% TX1151 Rowlett City, Texas 0.0666420000% TX1152 Roxton City, Texas 0.0000313330% TX1153 Royse City, Texas 0.0156626670% TX1154 Rule Town, Texas 0.0005333330% TX1155 Runaway Bay City, Texas 0.0046206670% TX1156 Runge Town, Texas 0.0001700000% TX1157 Runnels County, Texas 0.0225540000% TX1158 Rusk City, Texas 0.0119940000% TX1159 Rusk County, Texas 0.1009266670% TX1160 Sabinal City, Texas 0.0012073330% TX1161 Sabine County, Texas 0.0309860000% TX1162 Sachse City, Texas 0.0156000000% TX1163 Sadler City, Texas 0.0006166670% TX1164 Saginaw City, Texas 0.0213153330% TX1165 Salado Village, Texas 0.0021400000% TX1166 San Angelo City, Texas 0.3576726670% TX1167 San Antonio City, Texas 2.9102773330% TX1168 San Augustine City, Texas 0.0167880000% TX1169 San Augustine County, Texas 0.0252360000% TX1170 San Benito City, Texas 0.0266766670% TX1171 San Diego City, Texas 0.0078473330% TX1172 San Elizario City, Texas 0.0052206670% TX1173 San Felipe Town, Texas 0.0009986670% TX1174 San Jacinto County, Texas 0.1315986670% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-223 State ID Qualifying Subdivision Consolidated State Allocation TX1175 San Juan City, Texas 0.0192300000% TX1176 San Leanna Village, Texas 0.0000240000% TX1177 San Marcos City, Texas 0.2171253330% TX1178 San Patricio City, Texas 0.0028086670% TX1179 San Patricio County, Texas 0.1812773330% TX1180 San Perlita City, Texas 0.0014793330% TX1181 San Saba City, Texas 0.0067046670% TX1182 San Saba County, Texas 0.0117080000% TX1183 Sanctuary Town, Texas 0.0000113330% TX1184 Sandy Oaks City, Texas 0.0065753330% TX1185 Sandy Point City, Texas 0.0010913330% TX1186 Sanford Town, Texas 0.0002053330% TX1187 Sanger City, Texas 0.0148246670% TX1188 Sansom Park City, Texas 0.0001486670% TX1189 Santa Anna Town, Texas 0.0002193330% TX1190 Santa Clara City, Texas 0.0000580000% TX1191 Santa Fe City, Texas 0.0221813330% TX1192 Santa Rosa Town, Texas 0.0014253330% TX1193 Savoy City, Texas 0.0015660000% TX1194 Schertz City, Texas 0.0400733330% TX1195 Schleicher County, Texas 0.0037966670% TX1196 Schulenburg City, Texas 0.0017066670% TX1197 Scotland City, Texas 0.0000986670% TX1198 Scottsville City, Texas 0.0004720000% TX1199 Scurry County, Texas 0.0487440000% TX1200 Scurry Town, Texas 0.0007400000% TX1201 Seabrook City, Texas 0.0201800000% TX1202 Seadrift City, Texas 0.0006606670% TX1203 Seagoville City, Texas 0.0114040000% TX1204 Seagraves City, Texas 0.0050206670% TX1205 Sealy City, Texas 0.0137580000% TX1206 Seguin City, Texas 0.2510253330% TX1207 Selma City, Texas 0.0149526670% TX1208 Seminole City, Texas 0.0107280000% TX1209 Seven Oaks City, Texas 0.0026113330% TX1210 Seven Points City, Texas 0.0049680000% TX1211 Seymour City, Texas 0.0094786670% TX1212 Shackelford County, Texas 0.0008586670% TX1213 Shady Shores Town, Texas 0.0003960000% TX1214 Shallowater City, Texas 0.0012713330% TX1215 Shamrock City, Texas 0.0028853330% TX1216 Shavano Park City, Texas 0.0021186670% TX1217 Shelby County, Texas 0.0732833330% TX1218 Shenandoah City, Texas 0.0314146670% TX1219 Shepherd City, Texas 0.0000980000% TX1220 Sherman City, Texas 0.2203900000% TX1221 Sherman County, Texas 0.0052866670% TX1222 Shiner City, Texas 0.0026946670% TX1223 Shoreacres City, Texas 0.0006386670% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-224 State ID Qualifying Subdivision Consolidated State Allocation TX1224 Silsbee City, Texas 0.0442946670% TX1225 Silverton City, Texas 0.0000093330% TX1226 Simonton City, Texas 0.0012706670% TX1227 Sinton City, Texas 0.0157720000% TX1228 Skellytown, Texas 0.0002666670% TX1229 Slaton City, Texas 0.0001026670% TX1230 Smiley City, Texas 0.0004366670% TX1231 Smith County, Texas 0.5059740000% TX1232 Smithville City, Texas 0.0113393330% TX1233 Smyer Town, Texas 0.0002000000% TX1234 Snook City, Texas 0.0009480000% TX1235 Snyder City, Texas 0.0060120000% TX1236 Socorro City, Texas 0.0074166670% TX1237 Somerset City, Texas 0.0010180000% TX1238 Somervell County, Texas 0.0380506670% TX1239 Somerville City, Texas 0.0025373330% TX1240 Sonora City, Texas 0.0048913330% TX1241 Sour Lake City, Texas 0.0119040000% TX1242 South Houston City, Texas 0.0170800000% TX1243 South Mountain Town, Texas 0.0001026670% TX1244 South Padre Island Town, Texas 0.0204193330% TX1245 Southlake City, Texas 0.0472306670% TX1246 Southmayd City, Texas 0.0047306670% TX1247 Southside Place City, Texas 0.0005900000% TX1248 Spearman City, Texas 0.0093333330% TX1249 Splendora City, Texas 0.0051706670% TX1250 Spofford City, Texas 0.0000046670% TX1251 Spring Valley Village City, Texas 0.0109360000% TX1252 Springlake Town, Texas 0.0000020000% TX1253 Springtown City, Texas 0.0094960000% TX1254 Spur City, Texas 0.0002846670% TX1255 St. Hedwig Town, Texas 0.0000740000% TX1256 St. Jo City, Texas 0.0049066670% TX1257 St. Paul Town, Texas 0.0000140000% TX1258 Stafford City, Texas 0.0500966670% TX1259 Stagecoach Town, Texas 0.0020240000% TX1260 Stamford City, Texas 0.0002653330% TX1261 Stanton City, Texas 0.0025586670% TX1262 Staples City, Texas 0.0000126670% TX1263 Star Harbor City, Texas 0.0001006670% TX1264 Starr County, Texas 0.0665973330% TX1265 Stephens County, Texas 0.0234960000% TX1266 Stephenville City, Texas 0.0556480000% TX1267 Sterling City, Texas 0.0000413330% TX1268 Sterling County, Texas 0.0006260000% TX1269 Stinnett City, Texas 0.0027313330% TX1270 Stockdale City, Texas 0.0004940000% TX1271 Stonewall County, Texas 0.0012146670% TX1272 Stratford City, Texas 0.0055853330% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-225 State ID Qualifying Subdivision Consolidated State Allocation TX1273 Strawn City, Texas 0.0006580000% TX1274 Streetman Town, Texas 0.0000033330% TX1275 Sudan City, Texas 0.0000213330% TX1276 Sugar Land City, Texas 0.2143740000% TX1277 Sullivan City, Texas 0.0040806670% TX1278 Sulphur Springs City, Texas 0.0830686670% TX1279 Sun Valley City, Texas 0.0000026670% TX1280 Sundown City, Texas 0.0017280000% TX1281 Sunnyvale Town, Texas 0.0021653330% TX1282 Sunray City, Texas 0.0017140000% TX1283 Sunrise Beach Village City, Texas 0.0013886670% TX1284 Sunset Valley City, Texas 0.0062833330% TX1285 Surfside Beach City, Texas 0.0043533330% TX1286 Sutton County, Texas 0.0043606670% TX1287 Sweeny City, Texas 0.0030020000% TX1288 Sweetwater City, Texas 0.0454986670% TX1289 Swisher County, Texas 0.0048340000% TX1290 Taft City, Texas 0.0039073330% TX1291 Tahoka City, Texas 0.0002866670% TX1292 Talco City, Texas 0.0002480000% TX1293 Talty Town, Texas 0.0060826670% TX1294 Tarrant County, Texas 4.1141060000% TX1295 Tatum City, Texas 0.0006480000% TX1296 Taylor City, Texas 0.0386300000% TX1297 Taylor County, Texas 0.2340520000% TX1298 Taylor Lake Village City, Texas 0.0002746670% TX1299 Taylor Landing City, Texas 0.0001020000% TX1300 Teague City, Texas 0.0011426670% TX1301 Tehuacana Town, Texas 0.0000080000% TX1302 Temple City, Texas 0.1871646670% TX1303 Tenaha Town, Texas 0.0031453330% TX1304 Terrell City, Texas 0.0991373330% TX1305 Terrell County, Texas 0.0038246670% TX1306 Terrell Hills City, Texas 0.0065720000% TX1307 Terry County, Texas 0.0169486670% TX1308 Texarkana City, Texas 0.1280626670% TX1309 Texas City, Texas 0.1991346670% TX1310 Texhoma City, Texas 0.0001040000% TX1311 Texline Town, Texas 0.0005766670% TX1312 The Colony City, Texas 0.0761980000% TX1313 The Hills Village, Texas 0.0006693330% TX1314 Thompsons Town, Texas 0.0012646670% TX1315 Thorndale City, Texas 0.0010633330% TX1316 Thornton Town, Texas 0.0001800000% TX1317 Thorntonville Town, Texas 0.0000580000% TX1318 Thrall City, Texas 0.0005500000% TX1319 Three Rivers City, Texas 0.0031126670% TX1320 Throckmorton County, Texas 0.0037966670% TX1321 Throckmorton Town, Texas 0.0000193330% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-226 State ID Qualifying Subdivision Consolidated State Allocation TX1322 Tiki Island Village, Texas 0.0014520000% TX1323 Timbercreek Canyon Village, Texas 0.0002460000% TX1324 Timpson City, Texas 0.0084280000% TX1325 Tioga Town, Texas 0.0015933330% TX1326 Tira Town, Texas 0.0001233330% TX1327 Titus County, Texas 0.0470740000% TX1328 Toco City, Texas 0.0000026670% TX1329 Todd Mission City, Texas 0.0011200000% TX1330 Tolar City, Texas 0.0015793330% TX1331 Tom Bean City, Texas 0.0015286670% TX1332 Tom Green County, Texas 0.1882846670% TX1333 Tomball City, Texas 0.0230800000% TX1334 Tool City, Texas 0.0098580000% TX1335 Toyah Town, Texas 0.0000266670% TX1336 Travis County, Texas 3.1356486670% TX1337 Trent Town, Texas 0.0000420000% TX1338 Trenton City, Texas 0.0020593330% TX1339 Trinidad City, Texas 0.0039060000% TX1340 Trinity City, Texas 0.0157680000% TX1341 Trinity County, Texas 0.0705106670% TX1342 Trophy Club Town, Texas 0.0195800000% TX1343 Troup City, Texas 0.0052786670% TX1344 Troy City, Texas 0.0035466670% TX1345 Tulia City, Texas 0.0059406670% TX1346 Turkey City, Texas 0.0004913330% TX1347 Tuscola City, Texas 0.0000920000% TX1348 Tye City, Texas 0.0011773330% TX1349 Tyler City, Texas 0.4825526670% TX1350 Tyler County, Texas 0.0878286670% TX1351 Uhland City, Texas 0.0010300000% TX1352 Uncertain City, Texas 0.0001233330% TX1353 Union Grove City, Texas 0.0006626670% TX1354 Union Valley City, Texas 0.0004440000% TX1355 Universal City, Texas 0.0189520000% TX1356 University Park City, Texas 0.0338886670% TX1357 Upshur County, Texas 0.0855333330% TX1358 Upton County, Texas 0.0056660000% TX1359 Uvalde City, Texas 0.0122926670% TX1360 Uvalde County, Texas 0.0241626670% TX1361 Val Verde County, Texas 0.0785433330% TX1362 Valentine Town, Texas 0.0001380000% TX1363 Valley Mills City, Texas 0.0014853330% TX1364 Valley View City, Texas 0.0012160000% TX1365 Van Alstyne City, Texas 0.0291660000% TX1366 Van City, Texas 0.0041373330% TX1367 Van Horn Town, Texas 0.0001406670% TX1368 Van Zandt County, Texas 0.1658313330% TX1369 Vega City, Texas 0.0006493330% TX1370 Venus Town, Texas 0.0065280000% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-227 State ID Qualifying Subdivision Consolidated State Allocation TX1371 Vernon City, Texas 0.0542246670% TX1372 Victoria City, Texas 0.0563986670% TX1373 Victoria County, Texas 0.3472573330% TX1374 Vidor City, Texas 0.0637466670% TX1375 Vinton Village, Texas 0.0004146670% TX1376 Volente Village, Texas 0.0002220000% TX1377 Von Ormy City, Texas 0.0003420000% TX1378 Waco City, Texas 0.3413380000% TX1379 Waelder City, Texas 0.0022846670% TX1380 Wake Village City, Texas 0.0001160000% TX1381 Walker County, Texas 0.1230826670% TX1382 Waller City, Texas 0.0075300000% TX1383 Waller County, Texas 0.0841373330% TX1384 Wallis City, Texas 0.0017986670% TX1385 Walnut Springs City, Texas 0.0001220000% TX1386 Ward County, Texas 0.0452800000% TX1387 Warren City, Texas 0.0000440000% TX1388 Washington County, Texas 0.0558180000% TX1389 Waskom City, Texas 0.0035640000% TX1390 Watauga City, Texas 0.0221440000% TX1391 Waxahachie City, Texas 0.1013960000% TX1392 Weatherford City, Texas 0.1385813330% TX1393 Webb County, Texas 0.3368693330% TX1394 Webberville Village, Texas 0.0008533330% TX1395 Webster City, Texas 0.0354680000% TX1396 Weimar City, Texas 0.0038866670% TX1397 Weinert City, Texas 0.0001560000% TX1398 Weir City, Texas 0.0002953330% TX1399 Wellington City, Texas 0.0060740000% TX1400 Wellman City, Texas 0.0002553330% TX1401 Wells Town, Texas 0.0009046670% TX1402 Weslaco City, Texas 0.0492993330% TX1403 West City, Texas 0.0023480000% TX1404 West Columbia City, Texas 0.0119720000% TX1405 West Lake Hills City, Texas 0.0113706670% TX1406 West Orange City, Texas 0.0283013330% TX1407 West Tawakoni City, Texas 0.0046633330% TX1408 West University Place City, Texas 0.0231146670% TX1409 Westbrook City, Texas 0.0000286670% TX1410 Westlake Town, Texas 0.0276933330% TX1411 Weston City, Texas 0.0001773330% TX1412 Weston Lakes City, Texas 0.0001260000% TX1413 Westover Hills Town, Texas 0.0030060000% TX1414 Westworth Village City, Texas 0.0052280000% TX1415 Wharton City, Texas 0.0211333330% TX1416 Wharton County, Texas 0.0485913330% TX1417 Wheeler City, Texas 0.0002980000% TX1418 Wheeler County, Texas 0.0175153330% TX1419 White Deer Town, Texas 0.0008486670% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-228 State ID Qualifying Subdivision Consolidated State Allocation TX1420 White Oak City, Texas 0.0102033330% TX1421 White Settlement City, Texas 0.0155360000% TX1422 Whiteface Town, Texas 0.0001033330% TX1423 Whitehouse City, Texas 0.0193446670% TX1424 Whitesboro City, Texas 0.0126213330% TX1425 Whitewright Town, Texas 0.0047320000% TX1426 Whitney Town, Texas 0.0000486670% TX1427 Wichita County, Texas 0.3682473330% TX1428 Wichita Falls City, Texas 0.5550493330% TX1429 Wickett Town, Texas 0.0000580000% TX1430 Wilbarger County, Texas 0.0367493330% TX1431 Willacy County, Texas 0.0163873330% TX1432 Williamson County, Texas 0.7973246670% TX1433 Willis City, Texas 0.0162560000% TX1434 Willow Park City, Texas 0.0178246670% TX1435 Wills Point City, Texas 0.0291766670% TX1436 Wilmer City, Texas 0.0002840000% TX1437 Wilson City, Texas 0.0000080000% TX1438 Wilson County, Texas 0.0806893330% TX1439 Wimberley City, Texas 0.0004826670% TX1440 Windcrest City, Texas 0.0086053330% TX1441 Windom Town, Texas 0.0007246670% TX1442 Windthorst Town, Texas 0.0022566670% TX1443 Winfield City, Texas 0.0001933330% TX1444 Wink City, Texas 0.0000800000% TX1445 Winkler County, Texas 0.0407753330% TX1446 Winnsboro City, Texas 0.0191940000% TX1447 Winona Town, Texas 0.0002126670% TX1448 Winters City, Texas 0.0041526670% TX1449 Wise County, Texas 0.1927160000% TX1450 Wixon Valley City, Texas 0.0002940000% TX1451 Wolfe City, Texas 0.0036440000% TX1452 Wolfforth City, Texas 0.0026813330% TX1453 Wood County, Texas 0.1780320000% TX1454 Woodbranch City, Texas 0.0064113330% TX1455 Woodcreek City, Texas 0.0002386670% TX1456 Woodloch Town, Texas 0.0006746670% TX1457 Woodsboro Town, Texas 0.0007533330% TX1458 Woodson Town, Texas 0.0000813330% TX1459 Woodville Town, Texas 0.0135600000% TX1460 Woodway City, Texas 0.0171420000% TX1461 Wortham Town, Texas 0.0002506670% TX1462 Wylie City, Texas 0.0764720000% TX1463 Yantis Town, Texas 0.0013813330% TX1464 Yoakum City, Texas 0.0134733330% TX1465 Yoakum County, Texas 0.0232826670% TX1466 Yorktown City, Texas 0.0036313330% TX1467 Young County, Texas 0.0294133330% TX1468 Zapata County, Texas 0.0376533330% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-229 State ID Qualifying Subdivision Consolidated State Allocation TX1469 Zavala County, Texas 0.0254313330% TX1470 Zavalla City, Texas 0.0007253330% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-230 State ID Qualifying Subdivision Consolidated State Allocation UT1 Alpine City, Utah 0.0074850652% UT2 American Fork City, Utah 0.3698700092% UT3 Beaver County, Utah 0.2275939135% UT4 Bluffdale City, Utah 0.1704007776% UT5 Bountiful City, Utah 0.6461516868% UT6 Box Elder County, Utah 1.1410929709% UT7 Brigham City, Utah 0.3231707689% UT8 Cache County, Utah 1.5923257966% UT9 Carbon County, Utah 2.7182297715% UT10 Cedar City, Utah 0.5516348901% UT11 Cedar Hills City, Utah 0.0265381350% UT12 Centerville City, Utah 0.2945736299% UT13 Clearfield City, Utah 0.5750088413% UT14 Clinton City, Utah 0.2576485190% UT15 Cottonwood Heights City, Utah 0.0239883969% UT16 Daggett County, Utah 0.0276266371% UT17 Davis County, Utah 4.8789267057% UT18 Draper City, Utah 0.7910838693% UT19 Duchesne County, Utah 0.6408909172% UT20 Eagle Mountain City, Utah 0.2503351422% UT21 Emery County, Utah 0.9376231601% UT22 Farmington City, Utah 0.1603346751% UT23 Garfield County, Utah 0.1469437809% UT24 Grand County, Utah 0.3044262356% UT25 Grantsville City, Utah 0.1073581283% UT26 Heber City, Utah 0.0928758762% UT27 Herriman City, Utah 0.1167024085% UT28 Highland City, Utah 0.1372268809% UT29 Holladay City, Utah 0.2761428876% UT30 Hurricane City, Utah 0.3378642332% UT31 Iron County, Utah 1.0702371865% UT32 Juab County, Utah 0.3518708297% UT33 Kane County, Utah 0.4388202011% UT34 Kaysville City, Utah 0.1350662117% UT35 Layton City, Utah 1.1150478545% UT36 Lehi City, Utah 0.6673840454% UT37 Lindon City, Utah 0.2081464059% UT38 Logan City, Utah 0.8935609300% UT39 Mapleton City, Utah 0.1020696007% UT40 Midvale City, Utah 0.4932109210% UT41 Millard County, Utah 0.3551337086% UT42 Morgan County, Utah 0.2160474984% UT43 Murray City, Utah 1.1259407571% UT44 North Logan City, Utah 0.0879011396% UT45 North Ogden City, Utah 0.1395023517% UT46 North Salt Lake City, Utah 0.1790604747% UT47 Ogden City, Utah 3.6512528708% UT48 Orem City, Utah 1.8083710104% UT49 Payson City, Utah 0.2381624015% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-231 State ID Qualifying Subdivision Consolidated State Allocation UT50 Piute County, Utah 0.0224236680% UT51 Pleasant Grove City, Utah 0.4674787961% UT52 Pleasant View City, Utah 0.0767770346% UT53 Provo City, Utah 2.3364111417% UT54 Rich County, Utah 0.0610053490% UT55 Riverton City, Utah 0.0412215470% UT56 Roy City, Utah 0.5557639786% UT57 Salt Lake City, Utah 9.2867022201% UT58 Salt Lake County, Utah 19.7782038536% UT59 San Juan County, Utah 0.2489376467% UT60 Sandy City, Utah 1.4728771735% UT61 Sanpete County, Utah 1.0128237001% UT62 Santaquin City, Utah 0.1356391917% UT63 Saratoga Springs City, Utah 0.3576972686% UT64 Sevier County, Utah 0.6613686693% UT65 Smithfield City, Utah 0.0754928557% UT66 South Jordan City, Utah 1.0816862772% UT67 South Ogden City, Utah 0.3523774418% UT68 South Salt Lake City, Utah 1.0103412437% UT69 Spanish Fork City, Utah 0.3973909831% UT70 Springville City, Utah 0.4031371180% UT71 St. George City, Utah 1.6549144940% UT72 Summit County, Utah 0.9435271615% UT73 Syracuse City, Utah 0.2902117397% UT74 Taylorsville City, Utah 1.0791357394% UT75 Tooele City, Utah 0.4168343784% UT76 Tooele County, Utah 1.7091149060% UT77 Uintah County, Utah 0.7667420434% UT78 Utah County, Utah 7.4710417070% UT79 Vernal City, Utah 0.0994151132% UT80 Vineyard Town, Utah 0.0012097006% UT81 Wasatch County, Utah 0.5077548576% UT82 Washington City, Utah 0.3059016363% UT83 Washington County, Utah 2.5665496530% UT84 Wayne County, Utah 0.1091896995% UT85 Weber County, Utah 5.1002376011% UT86 West Haven City, Utah 0.0067360561% UT87 West Jordan City, Utah 1.7847960136% UT88 West Point City, Utah 0.0019552828% UT89 West Valley City, Utah 3.7788016901% UT90 Woods Cross City, Utah 0.1613122594% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-232 State ID Qualifying Subdivision Consolidated State Allocation VT1 Addison County, Vermont 0.7355948910% VT2 Albany Town, Vermont 0.0345075405% VT3 Albany Village, Vermont 0.0160668267% VT4 Alburgh Town, Vermont 0.0606145322% VT5 Alburgh Village, Vermont 0.0525580527% VT6 Andover Town, Vermont 0.0012398034% VT7 Arlington Town, Vermont 0.0885559202% VT8 Athens Town, Vermont 0.0006484140% VT9 Bakersfield Town, Vermont 0.0549127180% VT10 Baltimore Town, Vermont 0.0024796068% VT11 Barnard Town, Vermont 0.0830636232% VT12 Barnet Town, Vermont 0.0471074029% VT13 Barre City, Vermont 2.1256028600% VT14 Barre Town, Vermont 1.3320832015% VT15 Barton Town, Vermont 0.3252065150% VT16 Barton Village, Vermont 0.0324162133% VT17 Bellows Falls Village, Vermont 0.9422159742% VT18 Belvidere Town, Vermont 0.0049931720% VT19 Bennington County, Vermont 0.9901518348% VT20 Bennington Town, Vermont 2.4851413569% VT21 Benson Town, Vermont 0.0225970986% VT22 Berlin Town, Vermont 0.5526473249% VT23 Bethel Town, Vermont 0.0892626402% VT24 Bloomfield Town, Vermont 0.0119245379% VT25 Bolton Town, Vermont 0.1874031696% VT26 Bradford Town, Vermont 0.7724442824% VT27 Braintree Town, Vermont 0.0619908100% VT28 Brandon Town, Vermont 0.5039156835% VT29 Brattleboro Town, Vermont 2.8616648398% VT30 Bridgewater Town, Vermont 0.2045592293% VT31 Bridport Town, Vermont 0.0525426753% VT32 Brighton Town, Vermont 0.1371312246% VT33 Bristol Town, Vermont 0.4536168281% VT34 Brookfield Town, Vermont 0.0181094589% VT35 Brookline Town, Vermont 0.0142663887% VT36 Brownington Town, Vermont 0.0209132726% VT37 Brunswick Town, Vermont 0.0071549790% VT38 Burke Town, Vermont 0.0035553845% VT39 Burlington City, Vermont 10.6984139884% VT40 Cabot Town, Vermont 0.0223388863% VT41 Calais Town, Vermont 0.0461347819% VT42 Caledonia County, Vermont 0.8505961058% VT43 Cambridge Town, Vermont 0.0682410850% VT44 Cambridge Village, Vermont 0.0012481328% VT45 Canaan Town, Vermont 0.1359388349% VT46 Castleton Town, Vermont 0.4255786906% VT47 Cavendish Town, Vermont 0.0216955982% VT48 Charleston Town, Vermont 0.0460098405% VT49 Charlotte Town, Vermont 0.2587947007% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-233 State ID Qualifying Subdivision Consolidated State Allocation VT50 Chelsea Town, Vermont 0.0097511978% VT51 Chester Town, Vermont 0.3719262791% VT52 Chittenden County, Vermont 0.6721150355% VT53 Chittenden Town, Vermont 0.0203372606% VT54 Clarendon Town, Vermont 0.0632716198% VT55 Colchester Town, Vermont 2.5489633597% VT56 Concord Town, Vermont 0.0166940968% VT57 Corinth Town, Vermont 0.0626872784% VT58 Cornwall Town, Vermont 0.0577966224% VT59 Coventry Town, Vermont 0.0376445314% VT60 Craftsbury Town, Vermont 0.0501924950% VT61 Danby Town, Vermont 0.0082858591% VT62 Danville Town, Vermont 0.0302198071% VT63 Derby Center Village, Vermont 0.0488117321% VT64 Derby Line Village, Vermont 0.0549242511% VT65 Derby Town, Vermont 0.5855806035% VT66 Dorset Town, Vermont 0.0697288490% VT67 Dover Town, Vermont 0.6426262960% VT68 Dummerston Town, Vermont 0.0577133282% VT69 East Haven Town, Vermont 0.0107321482% VT70 East Montpelier Town, Vermont 0.1121807421% VT71 Eden Town, Vermont 0.0299596726% VT72 Elmore Town, Vermont 0.0195568572% VT73 Enosburg Falls Village, Vermont 0.0515847910% VT74 Enosburgh Town, Vermont 0.0873609676% VT75 Essex County, Vermont 0.3791972294% VT76 Essex Junction Village, Vermont 0.1451319610% VT77 Essex Town, Vermont 1.8402135758% VT78 Fair Haven Town, Vermont 0.3879168595% VT79 Fairfax Town, Vermont 0.1256334098% VT80 Fairfield Town, Vermont 0.0981770508% VT81 Fairlee Town, Vermont 0.0592042959% VT82 Fayston Town, Vermont 0.0053417265% VT83 Ferrisburgh Town, Vermont 0.1296046250% VT84 Fletcher Town, Vermont 0.0216321664% VT85 Franklin County, Vermont 1.4110871894% VT86 Franklin Town, Vermont 0.0432643327% VT87 Georgia Town, Vermont 0.2512668196% VT88 Goshen Town, Vermont 0.0148872515% VT89 Grafton Town, Vermont 0.0220479971% VT90 Grand Isle County, Vermont 0.4312958821% VT91 Grand Isle Town, Vermont 0.1561992085% VT92 Granville Town, Vermont 0.0131355086% VT93 Greensboro Town, Vermont 0.2645567430% VT94 Groton Town, Vermont 0.0719938128% VT95 Guildhall Town, Vermont 0.0155017070% VT96 Guilford Town, Vermont 0.0032420698% VT97 Halifax Town, Vermont 0.0155632167% VT98 Hancock Town, Vermont 0.0534179060% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-234 State ID Qualifying Subdivision Consolidated State Allocation VT99 Hardwick Town, Vermont 0.7839350493% VT100 Hartford Town, Vermont 3.2053851113% VT101 Hartland Town, Vermont 0.0483504099% VT102 Highgate Town, Vermont 0.2362905072% VT103 Hinesburg Town, Vermont 0.2869757200% VT104 Holland Town, Vermont 0.0010456636% VT105 Hubbardton Town, Vermont 0.0632716198% VT106 Huntington Town, Vermont 0.0422712086% VT107 Hyde Park Town, Vermont 0.0374497510% VT108 Hyde Park Village, Vermont 0.0025481644% VT109 Ira Town, Vermont 0.0067788733% VT110 Irasburg Town, Vermont 0.0909740173% VT111 Isle La Motte Town, Vermont 0.0520666164% VT112 Jacksonville Village, Vermont 0.0061977355% VT113 Jamaica Town, Vermont 0.0259384809% VT114 Jay Town, Vermont 0.0031369909% VT115 Jeffersonville Village, Vermont 0.0039462269% VT116 Jericho Town, Vermont 0.0422712086% VT117 Johnson Town, Vermont 0.2812873611% VT118 Johnson Village, Vermont 0.1616364031% VT119 Killington Town, Vermont 0.2124125988% VT120 Kirby Town, Vermont 0.0008886859% VT121 Lamoille County, Vermont 1.1151624597% VT122 Landgrove Town, Vermont 0.0125511672% VT123 Leicester Town, Vermont 0.0481639588% VT124 Lincoln Town, Vermont 0.0718080025% VT125 Londonderry Town, Vermont 0.0382589870% VT126 Lowell Town, Vermont 0.0481011678% VT127 Ludlow Town, Vermont 0.7209171567% VT128 Ludlow Village, Vermont 0.2940730337% VT129 Lunenburg Town, Vermont 0.0965880521% VT130 Lyndon Town, Vermont 0.4559618826% VT131 Lyndonville Village, Vermont 0.0079994549% VT132 Maidstone Town, Vermont 0.0214642963% VT133 Manchester Town, Vermont 0.6972897719% VT134 Manchester Village, Vermont 0.0076701221% VT135 Marlboro Town, Vermont 0.0129695608% VT136 Marshfield Town, Vermont 0.0174828296% VT137 Marshfield Village, Vermont 0.0171445266% VT138 Mendon Town, Vermont 0.0971672678% VT139 Middlebury Town, Vermont 1.3520936922% VT140 Middlesex Town, Vermont 0.0165114901% VT141 Middletown Springs Town, Vermont 0.0587525845% VT142 Milton Town, Vermont 0.9332579943% VT143 Monkton Town, Vermont 0.0210170701% VT144 Montgomery Town, Vermont 0.0432643327% VT145 Montpelier City, Vermont 2.1358012840% VT146 Moretown, Vermont 0.0140831413% VT147 Morgan Town, Vermont 0.0271878951% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-235 State ID Qualifying Subdivision Consolidated State Allocation VT148 Morristown, Vermont 0.5887893556% VT149 Morrisville Village, Vermont 0.2266450291% VT150 Mount Holly Town, Vermont 0.0918947396% VT151 Mount Tabor Town, Vermont 0.0241034437% VT152 New Haven Town, Vermont 0.1313563678% VT153 Newbury Town, Vermont 0.0536325490% VT154 Newbury Village, Vermont 0.0020894051% VT155 Newfane Town, Vermont 0.0603069840% VT156 Newfane Village, Vermont 0.0032420698% VT157 Newport City, Vermont 1.2443589426% VT158 Newport Town, Vermont 0.5761696308% VT159 North Bennington Village, Vermont 0.1073823506% VT160 North Hero Town, Vermont 0.0916986776% VT161 North Troy Village, Vermont 0.0345075405% VT162 Northfield Town, Vermont 0.5366215046% VT163 Norton Town, Vermont 0.0131169276% VT164 Norwich Town, Vermont 0.4866039276% VT165 Old Bennington Village, Vermont 0.0014256137% VT166 Orange County, Vermont 0.5836866196% VT167 Orange Town, Vermont 0.0271641883% VT168 Orleans County, Vermont 0.4475510820% VT169 Orleans Village, Vermont 0.1150249216% VT170 Orwell Town, Vermont 0.0350284502% VT171 Panton Town, Vermont 0.0402823974% VT172 Pawlet Town, Vermont 0.0497138732% VT173 Peacham Town, Vermont 0.0373299353% VT174 Perkinsville Village, Vermont 0.0463135443% VT175 Peru Town, Vermont 0.0034861862% VT176 Pittsfield Town, Vermont 0.0090387113% VT177 Pittsford Town, Vermont 0.2538406130% VT178 Plainfield Town, Vermont 0.0684736682% VT179 Plymouth Town, Vermont 0.0681866233% VT180 Pomfret Town, Vermont 0.0750052216% VT181 Poultney Town, Vermont 0.1634522185% VT182 Poultney Village, Vermont 0.3218151562% VT183 Pownal Town, Vermont 0.1568905511% VT184 Proctor Town, Vermont 0.1581796903% VT185 Putney Town, Vermont 0.1348803568% VT186 Randolph Town, Vermont 1.0482675385% VT187 Reading Town, Vermont 0.0006195813% VT188 Readsboro Town, Vermont 0.0495075597% VT189 Richford Town, Vermont 0.3377954850% VT190 Richmond Town, Vermont 0.3085809759% VT191 Ripton Town, Vermont 0.0402823974% VT192 Rochester Town, Vermont 0.1090982129% VT193 Rockingham Town, Vermont 0.4824558723% VT194 Roxbury Town, Vermont 0.0082557450% VT195 Royalton Town, Vermont 0.1989804344% VT196 Rutland City, Vermont 6.2978142029% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-236 State ID Qualifying Subdivision Consolidated State Allocation VT197 Rutland County, Vermont 1.5426293676% VT198 Rutland Town, Vermont 0.3201255637% VT199 Ryegate Town, Vermont 0.0515514733% VT200 Salisbury Town, Vermont 0.0271468887% VT201 Sandgate Town, Vermont 0.0257994435% VT202 Saxtons River Village, Vermont 0.0156375408% VT203 Searsburg Town, Vermont 0.0118540581% VT204 Shaftsbury Town, Vermont 0.0697288490% VT205 Sharon Town, Vermont 0.1462910330% VT206 Sheffield Town, Vermont 0.0302198071% VT207 Shelburne Town, Vermont 0.7838991687% VT208 Sheldon Town, Vermont 0.1372817951% VT209 Shoreham Town, Vermont 0.0359043216% VT210 Shrewsbury Town, Vermont 0.0323893028% VT211 South Burlington City, Vermont 4.2811506559% VT212 South Hero Town, Vermont 0.0559519744% VT213 Springfield Town, Vermont 2.0400160607% VT214 St Albans Town, Vermont 0.7155280165% VT215 St George Town, Vermont 0.0117419312% VT216 St Johnsbury Town, Vermont 1.7171904807% VT217 St. Albans City, Vermont 3.9012902759% VT218 Stamford Town, Vermont 0.0495075597% VT219 Stannard Town, Vermont 0.0017773719% VT220 Starksboro Town, Vermont 0.0070056900% VT221 Stockbridge Town, Vermont 0.0737654182% VT222 Stowe Town, Vermont 0.9395659345% VT223 Strafford Town, Vermont 0.0821896740% VT224 Stratton Town, Vermont 0.1614672516% VT225 Sudbury Town, Vermont 0.0135583873% VT226 Sunderland Town, Vermont 0.0341673154% VT227 Sutton Town, Vermont 0.0364412494% VT228 Swanton Town, Vermont 0.1297936389% VT229 Swanton Village, Vermont 0.5715903674% VT230 Thetford Town, Vermont 0.2618926073% VT231 Tinmouth Town, Vermont 0.0120520422% VT232 Topsham Town, Vermont 0.0592042959% VT233 Townshend Town, Vermont 0.0596585701% VT234 Troy Town, Vermont 0.0365988678% VT235 Underhill Town, Vermont 0.0897092257% VT236 Vergennes City, Vermont 1.4746932678% VT237 Vernon Town, Vermont 0.3196917927% VT238 Vershire Town, Vermont 0.0006964684% VT239 Victory Town, Vermont 0.0095397585% VT240 Waitsfield Town, Vermont 0.0485631307% VT241 Walden Town, Vermont 0.0071107690% VT242 Wallingford Town, Vermont 0.0165710775% VT243 Waltham Town, Vermont 0.0201411987% VT244 Warren Town, Vermont 0.0480774609% VT245 Washington County, Vermont 0.9081281087% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-237 State ID Qualifying Subdivision Consolidated State Allocation VT246 Washington Town, Vermont 0.0529360806% VT247 Waterbury Town, Vermont 0.4584350821% VT248 Waterford Town, Vermont 0.0577729156% VT249 Waterville Town, Vermont 0.0004158307% VT250 Weathersfield Town, Vermont 0.1692264346% VT251 Wells River Village, Vermont 0.1107474397% VT252 Wells Town, Vermont 0.0444407043% VT253 West Burke Village, Vermont 0.0017773719% VT254 West Fairlee Town, Vermont 0.0090547294% VT255 West Haven Town, Vermont 0.0090387113% VT256 West Rutland Town, Vermont 0.1212713522% VT257 West Windsor Town, Vermont 0.0210760168% VT258 Westfield Town, Vermont 0.0250965679% VT259 Westford Town, Vermont 0.0657557117% VT260 Westminster Town, Vermont 0.0752217867% VT261 Westminster Village, Vermont 0.0079763888% VT262 Westmore Town, Vermont 0.0365988678% VT263 Weston Town, Vermont 0.0291344185% VT264 Weybridge Town, Vermont 0.0245199151% VT265 Wheelock Town, Vermont 0.0222203522% VT266 Whiting Town, Vermont 0.0026269736% VT267 Whitingham Town, Vermont 0.0901365894% VT268 Williston Town, Vermont 1.4048183334% VT269 Wilmington Town, Vermont 0.4344700351% VT270 Windham County, Vermont 0.7048785219% VT271 Windham Town, Vermont 0.0155632167% VT272 Windsor County, Vermont 0.7909631647% VT273 Windsor Town, Vermont 1.5118803214% VT274 Winhall Town, Vermont 0.3772340472% VT275 Winooski City, Vermont 1.3620774732% VT276 Wolcott Town, Vermont 0.0337047118% VT277 Woodbury Town, Vermont 0.0267099141% VT278 Woodford Town, Vermont 0.0383512514% VT279 Woodstock Town, Vermont 0.5151181240% VT280 Woodstock Village, Vermont 0.3241960913% VT281 Worcester Town, Vermont 0.0233102258% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-238 State ID Qualifying Subdivision Consolidated State Allocation VA1 Accomack County, Virginia 0.3480000000% VA2 Albemarle County, Virginia 0.8630000000% VA3 Alexandria City, Virginia 1.1620000000% VA4 Alleghany County, Virginia 0.2130000000% VA5 Amelia County, Virginia 0.1000000000% VA6 Amherst County, Virginia 0.2990000000% VA7 Appomattox County, Virginia 0.1330000000% VA8 Arlington County, Virginia 1.3780000000% VA9 Augusta County, Virginia 0.8350000000% VA10 Bath County, Virginia 0.0370000000% VA11 Bedford County, Virginia 0.7770000000% VA12 Bland County, Virginia 0.1470000000% VA13 Botetourt County, Virginia 0.3620000000% VA14 Bristol City, Virginia 0.4340000000% VA15 Brunswick County, Virginia 0.1070000000% VA16 Buchanan County, Virginia 0.9290000000% VA17 Buckingham County, Virginia 0.1270000000% VA18 Buena Vista City, Virginia 0.0780000000% VA19 Campbell County, Virginia 0.4560000000% VA20 Caroline County, Virginia 0.3180000000% VA21 Carroll County, Virginia 0.4400000000% VA22 Charles City County, Virginia 0.0730000000% VA23 Charlotte County, Virginia 0.1380000000% VA24 Charlottesville City, Virginia 0.4630000000% VA25 Chesapeake City, Virginia 2.9120000000% VA26 Chesterfield County, Virginia 4.0880000000% VA27 Clarke County, Virginia 0.1250000000% VA28 Colonial Heights City, Virginia 0.2830000000% VA29 Covington City, Virginia 0.1000000000% VA30 Craig County, Virginia 0.0700000000% VA31 Culpeper County, Virginia 0.7900000000% VA32 Cumberland County, Virginia 0.1000000000% VA33 Danville City, Virginia 0.6370000000% VA34 Dickenson County, Virginia 0.9480000000% VA35 Dinwiddie County, Virginia 0.1960000000% VA36 Emporia City, Virginia 0.0500000000% VA37 Essex County, Virginia 0.1010000000% VA38 Fairfax City, Virginia 0.2690000000% VA39 Fairfax County, Virginia 8.6720000000% VA40 Falls Church City, Virginia 0.1020000000% VA41 Fauquier County, Virginia 1.2100000000% VA42 Floyd County, Virginia 0.1820000000% VA43 Fluvanna County, Virginia 0.1940000000% VA44 Franklin City, Virginia 0.0790000000% VA45 Franklin County, Virginia 0.9540000000% VA46 Frederick County, Virginia 1.2770000000% VA47 Fredericksburg City, Virginia 0.5240000000% VA48 Galax City, Virginia 0.1390000000% VA49 Giles County, Virginia 0.4090000000% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-239 State ID Qualifying Subdivision Consolidated State Allocation VA50 Gloucester County, Virginia 0.4240000000% VA51 Goochland County, Virginia 0.2250000000% VA52 Grayson County, Virginia 0.2240000000% VA53 Greene County, Virginia 0.1780000000% VA54 Greensville County, Virginia 0.1240000000% VA55 Halifax County, Virginia 0.3530000000% VA56 Hampton City, Virginia 1.5380000000% VA57 Hanover County, Virginia 1.0790000000% VA58 Harrisonburg City, Virginia 0.5230000000% VA59 Henrico County, Virginia 4.4730000000% VA60 Henry County, Virginia 1.2200000000% VA61 Highland County, Virginia 0.0230000000% VA62 Hopewell City, Virginia 0.3440000000% VA63 Isle of Wight County, Virginia 0.3560000000% VA64 James City County, Virginia 0.6120000000% VA65 King and Queen County, Virginia 0.0720000000% VA66 King George County, Virginia 0.3060000000% VA67 King William County, Virginia 0.1780000000% VA68 Lancaster County, Virginia 0.1350000000% VA69 Lee County, Virginia 0.5560000000% VA70 Lexington City, Virginia 0.0930000000% VA71 Loudoun County, Virginia 2.5670000000% VA72 Louisa County, Virginia 0.4490000000% VA73 Lunenburg County, Virginia 0.0880000000% VA74 Lynchburg City, Virginia 0.8160000000% VA75 Madison County, Virginia 0.1630000000% VA76 Manassas City, Virginia 0.4520000000% VA77 Manassas Park City, Virginia 0.0950000000% VA78 Martinsville City, Virginia 0.4940000000% VA79 Mathews County, Virginia 0.0880000000% VA80 Mecklenburg County, Virginia 0.3440000000% VA81 Middlesex County, Virginia 0.1080000000% VA82 Montgomery County, Virginia 1.2050000000% VA83 Nelson County, Virginia 0.1470000000% VA84 New Kent County, Virginia 0.1560000000% VA85 Newport News City, Virginia 2.0470000000% VA86 Norfolk City, Virginia 3.3880000000% VA87 Northampton County, Virginia 0.1220000000% VA88 Northumberland County, Virginia 0.1290000000% VA89 Norton City, Virginia 0.1100000000% VA90 Nottoway County, Virginia 0.1330000000% VA91 Orange County, Virginia 0.6380000000% VA92 Page County, Virginia 0.4100000000% VA93 Patrick County, Virginia 0.3290000000% VA94 Petersburg City, Virginia 0.3950000000% VA95 Pittsylvania County, Virginia 0.7500000000% VA96 Poquoson City, Virginia 0.1860000000% VA97 Portsmouth City, Virginia 1.9370000000% VA98 Powhatan County, Virginia 0.2620000000% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-240 State ID Qualifying Subdivision Consolidated State Allocation VA99 Prince Edward County, Virginia 0.1900000000% VA100 Prince George County, Virginia 0.3510000000% VA101 Prince William County, Virginia 3.5560000000% VA102 Pulaski County, Virginia 1.0610000000% VA103 Radford City, Virginia 0.2470000000% VA104 Rappahannock County, Virginia 0.0910000000% VA105 Richmond City, Virginia 4.2250000000% VA106 Richmond County, Virginia 0.0840000000% VA107 Roanoke City, Virginia 1.8590000000% VA108 Roanoke County, Virginia 1.4980000000% VA109 Rockbridge County, Virginia 0.2350000000% VA110 Rockingham County, Virginia 0.6140000000% VA111 Russell County, Virginia 1.0640000000% VA112 Salem City, Virginia 0.7860000000% VA113 Scott County, Virginia 0.4210000000% VA114 Shenandoah County, Virginia 0.6600000000% VA115 Smyth County, Virginia 0.5920000000% VA116 Southampton County, Virginia 0.1370000000% VA117 Spotsylvania County, Virginia 1.4170000000% VA118 Stafford County, Virginia 1.4430000000% VA119 Staunton City, Virginia 0.4400000000% VA120 Suffolk City, Virginia 0.7100000000% VA121 Surry County, Virginia 0.0580000000% VA122 Sussex County, Virginia 0.0810000000% VA123 Tazewell County, Virginia 1.6060000000% VA124 Virginia Beach City, Virginia 4.8590000000% VA125 Warren County, Virginia 0.7660000000% VA126 Washington County, Virginia 0.9960000000% VA127 Waynesboro City, Virginia 0.3630000000% VA128 Westmoreland County, Virginia 0.2230000000% VA129 Williamsburg City, Virginia 0.0860000000% VA130 Winchester City, Virginia 0.6490000000% VA131 Wise County, Virginia 1.7560000000% VA132 Wythe County, Virginia 0.6420000000% VA133 York County, Virginia 0.5610000000% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-241 State ID Qualifying Subdivision Consolidated State Allocation WI1 Adams County, Wisconsin 0.3270000000% WI4 Ashland County, Wisconsin 0.2250000000% WI7 Barron County, Wisconsin 0.4780000000% WI8 Bayfield County, Wisconsin 0.1240000000% WI13 Brown County, Wisconsin 2.9000000000% WI15 Buffalo County, Wisconsin 0.1260000000% WI17 Burnett County, Wisconsin 0.2240000000% WI19 Calumet County, Wisconsin 0.3860000000% WI21 Chippewa County, Wisconsin 0.6960000000% WI23 Clark County, Wisconsin 0.2610000000% WI24 Columbia County, Wisconsin 1.0760000000% WI25 Crawford County, Wisconsin 0.1950000000% WI26 Cudahy City, Wisconsin 0.0870000000% WI27 Dane County, Wisconsin 8.2480000000% WI30 Dodge County, Wisconsin 1.3020000000% WI31 Door County, Wisconsin 0.2820000000% WI32 Douglas County, Wisconsin 0.5540000000% WI33 Dunn County, Wisconsin 0.4420000000% WI35 Eau Claire County, Wisconsin 1.1770000000% WI38 Florence County, Wisconsin 0.0530000000% WI40 Fond Du Lac County, Wisconsin 1.1960000000% WI41 Forest County, Wisconsin 0.1270000000% WI43 Franklin City, Wisconsin 0.1550000000% WI48 Grant County, Wisconsin 0.4980000000% WI50 Green County, Wisconsin 0.4660000000% WI51 Green Lake County, Wisconsin 0.2800000000% WI53 Greenfield City, Wisconsin 0.1630000000% WI61 Iowa County, Wisconsin 0.2790000000% WI62 Iron County, Wisconsin 0.0610000000% WI63 Jackson County, Wisconsin 0.2360000000% WI65 Jefferson County, Wisconsin 1.0510000000% WI66 Juneau County, Wisconsin 0.4380000000% WI68 Kenosha City, Wisconsin 0.4840000000% WI69 Kenosha County, Wisconsin 3.7120000000% WI70 Kewaunee County, Wisconsin 0.1560000000% WI72 La Crosse County, Wisconsin 1.6490000000% WI73 Lafayette County, Wisconsin 0.1340000000% WI74 Langlade County, Wisconsin 0.3120000000% WI75 Lincoln County, Wisconsin 0.3500000000% WI80 Manitowoc County, Wisconsin 1.4030000000% WI81 Marathon County, Wisconsin 1.2590000000% WI82 Marinette City, Wisconsin 0.0320000000% WI83 Marinette County, Wisconsin 0.5030000000% WI84 Marquette County, Wisconsin 0.2460000000% WI87 Menominee County, Wisconsin 0.0800000000% WI92 Milwaukee City, Wisconsin 7.8150000000% WI93 Milwaukee County, Wisconsin 25.2210000000% WI95 Monroe County, Wisconsin 0.6550000000% WI96 Mount Pleasant Village, Wisconsin 0.1170000000% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-242 State ID Qualifying Subdivision Consolidated State Allocation WI100 Oak Creek City, Wisconsin 0.1660000000% WI102 Oconto County, Wisconsin 0.3360000000% WI104 Oneida County, Wisconsin 0.5260000000% WI107 Outagamie County, Wisconsin 1.8360000000% WI108 Ozaukee County, Wisconsin 1.0360000000% WI109 Pepin County, Wisconsin 0.0550000000% WI111 Pierce County, Wisconsin 0.3870000000% WI113 Pleasant Prairie Village, Wisconsin 0.0590000000% WI118 Portage County, Wisconsin 0.7290000000% WI119 Price County, Wisconsin 0.1490000000% WI121 Racine County, Wisconsin 3.2080000000% WI123 Richland County, Wisconsin 0.2180000000% WI125 Rock County, Wisconsin 2.9470000000% WI126 Rusk County, Wisconsin 0.1590000000% WI128 Sauk County, Wisconsin 1.2260000000% WI129 Sawyer County, Wisconsin 0.2580000000% WI130 Shawano County, Wisconsin 0.4180000000% WI132 Sheboygan County, Wisconsin 1.4100000000% WI134 South Milwaukee City, Wisconsin 0.0960000000% WI135 St Croix County, Wisconsin 0.8290000000% WI138 Sturtevant Village, Wisconsin 0.0180000000% WI141 Superior City, Wisconsin 0.0890000000% WI143 Taylor County, Wisconsin 0.1590000000% WI145 Trempealeau County, Wisconsin 0.3200000000% WI147 Union Grove Village, Wisconsin 0.0070000000% WI148 Vernon County, Wisconsin 0.3220000000% WI150 Vilas County, Wisconsin 0.4680000000% WI151 Walworth County, Wisconsin 1.5730000000% WI152 Washburn County, Wisconsin 0.1850000000% WI153 Washington County, Wisconsin 1.9910000000% WI156 Waukesha County, Wisconsin 6.0350000000% WI158 Waupaca County, Wisconsin 0.6060000000% WI161 Waushara County, Wisconsin 0.2310000000% WI162 Wauwatosa City, Wisconsin 0.3090000000% WI163 West Allis City, Wisconsin 0.3780000000% WI168 Winnebago County, Wisconsin 2.1760000000% WI170 Wood County, Wisconsin 0.8420000000% WI171 Yorkville Town, Wisconsin 0.0020000000% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Allocations are subject to change pursuant to a State-Subdivision Agreement, Allocation Statute, Statutory Trust, or voluntary redistribution. Subdivisions with Consolidated Allocations - Qualified Subdivisions Only G-243 State ID Qualifying Subdivision Consolidated State Allocation WY1 Albany County, Wyoming 1.6329876137% WY2 Big Horn County, Wyoming 3.0324432485% WY3 Campbell County, Wyoming 4.4393335213% WY4 Carbon County, Wyoming 3.6968556043% WY5 Casper City, Wyoming 7.3503611059% WY6 Cheyenne City, Wyoming 1.2286265328% WY7 Converse County, Wyoming 1.8962432493% WY8 Crook County, Wyoming 0.5448669885% WY9 Evanston City, Wyoming 1.9702405199% WY10 Fremont County, Wyoming 6.7374838437% WY11 Gillette City, Wyoming 1.7410635670% WY12 Goshen County, Wyoming 1.6361202905% WY13 Green River City, Wyoming 0.6122218672% WY14 Hot Springs County, Wyoming 0.8557309329% WY15 Jackson Town, Wyoming 0.5598544963% WY16 Johnson County, Wyoming 0.9322427236% WY17 Laramie City, Wyoming 3.4181078811% WY18 Laramie County, Wyoming 15.5855269922% WY19 Lincoln County, Wyoming 3.1228011914% WY20 Natrona County, Wyoming 7.9000169472% WY21 Niobrara County, Wyoming 0.1540280861% WY22 Park County, Wyoming 5.7964268009% WY23 Platte County, Wyoming 1.7507027157% WY24 Riverton City, Wyoming 1.2744483314% WY25 Rock Springs City, Wyoming 1.5261479738% WY26 Sheridan City, Wyoming 0.3405187102% WY27 Sheridan County, Wyoming 3.9149494912% WY28 Sublette County, Wyoming 0.7136740477% WY29 Sweetwater County, Wyoming 7.6391306020% WY30 Teton County, Wyoming 1.3290900349% WY31 Uinta County, Wyoming 4.3911508108% WY32 Washakie County, Wyoming 1.5007597928% WY33 Weston County, Wyoming 0.7758434851% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 H-1 EXHIBIT H Participation Tier Determination1 Participation Tier2 Number of Settling States as of the Reference Date (or as of the Payment Date, beginning in Payment Year 3)3 Percentage of Litigating Subdivisions in Settling States that are Participating Subdivisions and/or Subdivisions Subject to a Bar, Case-Specific Resolution, or Settlement Class Resolution in effect as of the Reference Date (or as of the Payment Date, beginning in Payment Year 3)4 5 (“Percentage of Litigating Subdivisions”) Percentage of Primary Subdivisions that are Non-Litigating Subdivisions in Settling States that are Participating Subdivisions and/or Subdivisions Subject to a Bar, Case-Specific Resolution, or Settlement Class Resolution in effect as of the Reference Date (or as of the Payment Date, beginning in Payment Year 3) (“Percentage of Non- Litigating Subdivisions”) 1 44 out of 49 95% 90% (Primary Subdivisions only) 2 45 out of 49 96% 96% (Primary Subdivisions only) 3 46 out of 49 97% 97% (Primary Subdivisions only) 4 48 out of 49 98% 97% (Primary Subdivisions only) 1 For the avoidance of doubt, the determinations that a sufficient number of states have agreed to be Settling States and there has been sufficient resolution of the Claims of the Litigating Subdivisions in the Settling States as described in the preamble, Section II.A and Section VIII.A remain in the sole discretion of the Settling Distributors. 2 In order to qualify for the relevant tier, the minimum amounts listed in each of the “Number of Settling States,” “Percentage of Litigating Subdivisions,” and “Percentage of Non-Litigating Primary Subdivisions” columns must be met or surpassed. 3 For the sole purpose of the Participation Tier determination under this Exhibit H, the States used to calculate each criterion (including the Percentage of Litigating Subdivisions and Percentage of Non-Litigating Subdivisions) will include each of the 50 states in the United States, except West Virginia, for a total of 49 states. For the avoidance of doubt, notwithstanding the definition of “State” in Section I.TTT or Exhibit F, neither Washington, D.C., nor any territory of the United States will be included for purposes of determining the participation tier under this Exhibit H. 4 School Districts, Health Districts, Hospital Districts, Library Districts and Fire Districts that satisfy the definition of Litigating Subdivision will be included for purposes of determining the Percentage of Litigating Subdivisions. These categories of Special District shall have their population measured as set forth in Section XIV.B. Any other Special Districts that satisfy the definition of Litigating Subdivisions will not be included for purposes of calculating the Participation Tier. The Percentage of Litigating Subdivisions and Percentage of Non-Litigating Primary Subdivisions will be calculated as follows: each Litigating Subdivision and each Non-Litigating Subdivision in the 49 states used to calculate the Participation Tier will be assigned a metric reflecting both population and severity (the “Population-Severity Metric”). The Population- Severity Metric shall be the Subdivision’s population plus the Subdivision’s population multiplied by the severity factor for the State of the Subdivision (the severity factors for each State are attached as Exhibit X hereto) and then divided in two, thus giving fifty percent (50%) weight to each of population and population multiplied by the severity factor. The denominator for each Percentage shall be the sum total of the Population-Severity Metric for all the Subdivisions in the relevant category (Litigating Subdivisions or Non-Litigating Primary Subdivisions) in the Settling States, notwithstanding that persons may be included within the population (and therefore the Population-Severity Metric) of more than one Subdivision. The numerator will be the sum total of the Population-Severity Metrics of all Subdivisions in the relevant category of Subdivision (i.e., Litigating Subdivisions or Non-Litigating Subdivisions that are also Primary Subdivisions) in the Settling States that are either Participating Subdivisions or are subject to a Bar, Case-Specific Resolution, or Settlement Class Resolution, notwithstanding that persons may be included within the population of more than one Subdivision. An AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 H-2 individual Litigating Subdivision shall not be included more than once in the numerator, and shall not be included more than once in the denominator, of the calculation regardless if it (or any of its officials) is named as multiple plaintiffs in the same lawsuit; provided, however, that for the avoidance of doubt, no Litigating Subdivision will be excluded from the numerator or denominator under this sentence unless a Litigating Subdivision otherwise counted in the denominator has the authority to release the Claims (consistent with Section XI) of the Litigating Subdivision to be excluded. For the avoidance of doubt, Subdivisions in Non-Settling States are excluded from both the denominator and numerator of the calculations for the Percentage of Litigating Subdivisions and Percentage of Non-Litigating Primary Subdivisions. 5 During the period when the Participation Tier is redetermined annually, Later Participating Subdivisions described in Section VII.E.3 or Section VII.E.4 shall not be included as Participating Subdivisions, and for Subdivisions subject to a Bar, Case-Specific Resolution, or Settlement Class Resolution to be included, the Bar, Case-Specific Resolution, or Settlement Class Resolution must have been in effect both as of the relevant Payment Date and for the entire period since the prior Payment Date. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-1 EXHIBIT I Primary Subdivisions16 1. Anchorage municipality, Alaska * 2. Fairbanks city, Alaska * 3. Fairbanks North Star Borough, Alaska * 4. Juneau city and borough, Alaska * 5. Kenai Peninsula Borough, Alaska * 6. Matanuska-Susitna Borough, Alaska * 7. Ketchikan Gateway Borough, Alaska 8. Kodiak Island Borough, Alaska 9. Wasilla city, Alaska 10. Apache County, Arizona * 11. Apache Junction city, Arizona * 12. Avondale city, Arizona * 13. Buckeye city, Arizona * 14. Bullhead City city, Arizona * 15. Casa Grande city, Arizona * 16. Chandler city, Arizona * 17. Cochise County, Arizona * 18. Coconino County, Arizona * 19. El Mirage city, Arizona * 20. Flagstaff city, Arizona * 21. Gila County, Arizona * 22. Gilbert town, Arizona * 23. Glendale city, Arizona * 24. Goodyear city, Arizona * 25. Graham County, Arizona * 26. Kingman city, Arizona * 27. Lake Havasu City city, Arizona * 28. Marana town, Arizona * 29. Maricopa city, Arizona * 30. Maricopa County, Arizona * 31. Mesa city, Arizona * 32. Mohave County, Arizona * 33. Navajo County, Arizona * 34. Oro Valley town, Arizona * 35. Peoria city, Arizona * 36. Phoenix city, Arizona * 37. Pima County, Arizona * 16 Entities denoted with an asterisk (*) indicate a population of greater than 30,000 for purposes of the definition of Primary Subdivision as it relates to Incentive Payment C. 38. Pinal County, Arizona * 39. Prescott city, Arizona * 40. Prescott Valley town, Arizona * 41. Queen Creek town, Arizona * 42. Sahuarita town, Arizona * 43. San Luis city, Arizona * 44. Santa Cruz County, Arizona * 45. Scottsdale city, Arizona * 46. Sierra Vista city, Arizona * 47. Surprise city, Arizona * 48. Tempe city, Arizona * 49. Tucson city, Arizona * 50. Yavapai County, Arizona * 51. Yuma city, Arizona * 52. Yuma County, Arizona * 53. Camp Verde town, Arizona 54. Chino Valley town, Arizona 55. Coolidge city, Arizona 56. Cottonwood city, Arizona 57. Douglas city, Arizona 58. Eloy city, Arizona 59. Florence town, Arizona 60. Fountain Hills town, Arizona 61. La Paz County, Arizona 62. Nogales city, Arizona 63. Paradise Valley town, Arizona 64. Payson town, Arizona 65. Sedona city, Arizona 66. Show Low city, Arizona 67. Somerton city, Arizona 68. Baxter County, Arkansas * 69. Benton city, Arkansas * 70. Benton County, Arkansas * 71. Bentonville city, Arkansas * 72. Boone County, Arkansas * 73. Conway city, Arkansas * 74. Craighead County, Arkansas * 75. Crawford County, Arkansas * 76. Crittenden County, Arkansas * 77. Faulkner County, Arkansas * 78. Fayetteville city, Arkansas * 79. Fort Smith city, Arkansas * 80. Garland County, Arkansas * 81. Greene County, Arkansas * 82. Hot Spring County, Arkansas * 83. Hot Springs city, Arkansas * 84. Independence County, Arkansas * 85. Jefferson County, Arkansas * 86. Jonesboro city, Arkansas * 87. Little Rock city, Arkansas * 88. Lonoke County, Arkansas * 89. Miller County, Arkansas * 90. Mississippi County, Arkansas * 91. North Little Rock city, Arkansas * 92. Pine Bluff city, Arkansas * 93. Pope County, Arkansas * 94. Pulaski County, Arkansas * 95. Rogers city, Arkansas * 96. Saline County, Arkansas * 97. Sebastian County, Arkansas * 98. Sherwood city, Arkansas * 99. Springdale city, Arkansas * 100. Union County, Arkansas * 101. Washington County, Arkansas * 102. White County, Arkansas * 103. Arkadelphia city, Arkansas 104. Arkansas County, Arkansas 105. Ashley County, Arkansas 106. Batesville city, Arkansas 107. Bella Vista city, Arkansas 108. Blytheville city, Arkansas 109. Bradley County, Arkansas 110. Bryant city, Arkansas 111. Cabot city, Arkansas 112. Camden city, Arkansas 113. Carroll County, Arkansas 114. Centerton city, Arkansas 115. Chicot County, Arkansas 116. Clark County, Arkansas 117. Clay County, Arkansas 118. Cleburne County, Arkansas 119. Columbia County, Arkansas 120. Conway County, Arkansas 121. Cross County, Arkansas 122. Desha County, Arkansas AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-2 123. Drew County, Arkansas 124. El Dorado city, Arkansas 125. Forrest City city, Arkansas 126. Franklin County, Arkansas 127. Fulton County, Arkansas 128. Grant County, Arkansas 129. Harrison city, Arkansas 130. Helena-West Helena city, Arkansas 131. Hempstead County, Arkansas 132. Howard County, Arkansas 133. Izard County, Arkansas 134. Jackson County, Arkansas 135. Jacksonville city, Arkansas 136. Johnson County, Arkansas 137. Lawrence County, Arkansas 138. Lincoln County, Arkansas 139. Little River County, Arkansas 140. Logan County, Arkansas 141. Madison County, Arkansas 142. Magnolia city, Arkansas 143. Malvern city, Arkansas 144. Marion city, Arkansas 145. Marion County, Arkansas 146. Maumelle city, Arkansas 147. Mountain Home city, Arkansas 148. Ouachita County, Arkansas 149. Paragould city, Arkansas 150. Perry County, Arkansas 151. Phillips County, Arkansas 152. Pike County, Arkansas 153. Poinsett County, Arkansas 154. Polk County, Arkansas 155. Randolph County, Arkansas 156. Russellville city, Arkansas 157. Scott County, Arkansas 158. Searcy city, Arkansas 159. Sevier County, Arkansas 160. Sharp County, Arkansas 161. Siloam Springs city, Arkansas 162. St. Francis County, Arkansas 163. Stone County, Arkansas 164. Texarkana city, Arkansas 165. Van Buren city, Arkansas 166. Van Buren County, Arkansas 167. West Memphis city, Arkansas 168. Yell County, Arkansas 169. Adelanto city, California * 170. Alameda city, California * 171. Alameda County, California * 172. Alhambra city, California * 173. Aliso Viejo city, California * 174. Amador County, California * 175. Anaheim city, California * 176. Antioch city, California * 177. Apple Valley town, California * 178. Arcadia city, California * 179. Atascadero city, California * 180. Azusa city, California * 181. Bakersfield city, California * 182. Baldwin Park city, California * 183. Banning city, California * 184. Beaumont city, California * 185. Bell city, California * 186. Bell Gardens city, California * 187. Bellflower city, California * 188. Berkeley city, California * 189. Beverly Hills city, California * 190. Brea city, California * 191. Brentwood city, California * 192. Buena Park city, California * 193. Burbank city, California * 194. Burlingame city, California * 195. Butte County, California * 196. Calaveras County, California * 197. Calexico city, California * 198. Camarillo city, California * 199. Campbell city, California * 200. Carlsbad city, California * 201. Carson city, California * 202. Cathedral City city, California * 203. Ceres city, California * 204. Cerritos city, California * 205. Chico city, California * 206. Chino city, California * 207. Chino Hills city, California * 208. Chula Vista city, California * 209. Citrus Heights city, California * 210. Claremont city, California * 211. Clovis city, California * 212. Coachella city, California * 213. Colton city, California * 214. Compton city, California * 215. Concord city, California * 216. Contra Costa County, California * 217. Corona city, California * 218. Costa Mesa city, California * 219. Covina city, California * 220. Culver City city, California * 221. Cupertino city, California * 222. Cypress city, California * 223. Daly City city, California * 224. Dana Point city, California * 225. Danville town, California * 226. Davis city, California * 227. Delano city, California * 228. Diamond Bar city, California * 229. Downey city, California * 230. Dublin city, California * 231. Eastvale city, California * 232. El Cajon city, California * 233. El Centro city, California * 234. El Dorado County, California * 235. El Monte city, California * 236. El Paso de Robles (Paso Robles) city, California * 237. Elk Grove city, California * 238. Encinitas city, California * 239. Escondido city, California * 240. Fairfield city, California * 241. Folsom city, California * 242. Fontana city, California * 243. Foster City city, California * 244. Fountain Valley city, California * 245. Fremont city, California * 246. Fresno city, California * 247. Fresno County, California * 248. Fullerton city, California * 249. Garden Grove city, California * 250. Gardena city, California * 251. Gilroy city, California * 252. Glendale city, California * 253. Glendora city, California * 254. Goleta city, California * 255. Hanford city, California * 256. Hawthorne city, California * 257. Hayward city, California * 258. Hemet city, California * 259. Hesperia city, California * 260. Highland city, California * 261. Hollister city, California * 262. Humboldt County, California * 263. Huntington Beach city, California * 264. Huntington Park city, California * 265. Imperial County, California * 266. Indio city, California * 267. Inglewood city, California * 268. Irvine city, California * 269. Jurupa Valley city, California * 270. Kern County, California * 271. Kings County, California * 272. La Habra city, California * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-3 273. La Mesa city, California * 274. La Mirada city, California * 275. La Puente city, California * 276. La Quinta city, California * 277. La Verne city, California * 278. Laguna Hills city, California * 279. Laguna Niguel city, California * 280. Lake County, California * 281. Lake Elsinore city, California * 282. Lake Forest city, California * 283. Lakewood city, California * 284. Lancaster city, California * 285. Lassen County, California * 286. Lawndale city, California * 287. Lincoln city, California * 288. Livermore city, California * 289. Lodi city, California * 290. Lompoc city, California * 291. Long Beach city, California * 292. Los Altos city, California * 293. Los Angeles city, California * 294. Los Angeles County, California * 295. Los Banos city, California * 296. Los Gatos town, California * 297. Lynwood city, California * 298. Madera city, California * 299. Madera County, California * 300. Manhattan Beach city, California * 301. Manteca city, California * 302. Marin County, California * 303. Martinez city, California * 304. Mendocino County, California * 305. Menifee city, California * 306. Menlo Park city, California * 307. Merced city, California * 308. Merced County, California * 309. Milpitas city, California * 310. Mission Viejo city, California * 311. Modesto city, California * 312. Monrovia city, California * 313. Montclair city, California * 314. Montebello city, California * 315. Monterey County, California * 316. Monterey Park city, California * 317. Moorpark city, California * 318. Moreno Valley city, California * 319. Morgan Hill city, California * 320. Mountain View city, California * 321. Murrieta city, California * 322. Napa city, California * 323. Napa County, California * 324. National City city, California * 325. Nevada County, California * 326. Newark city, California * 327. Newport Beach city, California * 328. Norwalk city, California * 329. Novato city, California * 330. Oakland city, California * 331. Oakley city, California * 332. Oceanside city, California * 333. Ontario city, California * 334. Orange city, California * 335. Orange County, California * 336. Oxnard city, California * 337. Pacifica city, California * 338. Palm Desert city, California * 339. Palm Springs city, California * 340. Palmdale city, California * 341. Palo Alto city, California * 342. Paramount city, California * 343. Pasadena city, California * 344. Perris city, California * 345. Petaluma city, California * 346. Pico Rivera city, California * 347. Pittsburg city, California * 348. Placentia city, California * 349. Placer County, California * 350. Pleasant Hill city, California * 351. Pleasanton city, California * 352. Pomona city, California * 353. Porterville city, California * 354. Poway city, California * 355. Rancho Cordova city, California * 356. Rancho Cucamonga city, California * 357. Rancho Palos Verdes city, California * 358. Rancho Santa Margarita city, California * 359. Redding city, California * 360. Redlands city, California * 361. Redondo Beach city, California * 362. Redwood City city, California * 363. Rialto city, California * 364. Richmond city, California * 365. Riverside city, California * 366. Riverside County, California * 367. Rocklin city, California * 368. Rohnert Park city, California * 369. Rosemead city, California * 370. Roseville city, California * 371. Sacramento city, California * 372. Sacramento County, California * 373. Salinas city, California * 374. San Benito County, California * 375. San Bernardino city, California * 376. San Bernardino County, California * 377. San Bruno city, California * 378. San Buenaventura (Ventura) city, California * 379. San Carlos city, California * 380. San Clemente city, California * 381. San Diego city, California * 382. San Diego County, California * 383. San Dimas city, California * 384. San Francisco city / San Francisco County, California * 385. San Gabriel city, California * 386. San Jacinto city, California * 387. San Joaquin County, California * 388. San Jose city, California * 389. San Juan Capistrano city, California * 390. San Leandro city, California * 391. San Luis Obispo city, California * 392. San Luis Obispo County, California * 393. San Marcos city, California * 394. San Mateo city, California * 395. San Mateo County, California * 396. San Pablo city, California * 397. San Rafael city, California * 398. San Ramon city, California * 399. Santa Ana city, California * 400. Santa Barbara city, California * 401. Santa Barbara County, California * 402. Santa Clara city, California * 403. Santa Clara County, California * 404. Santa Clarita city, California * 405. Santa Cruz city, California * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-4 406. Santa Cruz County, California * 407. Santa Maria city, California * 408. Santa Monica city, California * 409. Santa Rosa city, California * 410. Santee city, California * 411. Saratoga city, California * 412. Seaside city, California * 413. Shasta County, California * 414. Simi Valley city, California * 415. Siskiyou County, California * 416. Solano County, California * 417. Sonoma County, California * 418. South Gate city, California * 419. South San Francisco city, California * 420. Stanislaus County, California * 421. Stanton city, California * 422. Stockton city, California * 423. Sunnyvale city, California * 424. Sutter County, California * 425. Tehama County, California * 426. Temecula city, California * 427. Temple City city, California * 428. Thousand Oaks city, California * 429. Torrance city, California * 430. Tracy city, California * 431. Tulare city, California * 432. Tulare County, California * 433. Tuolumne County, California * 434. Turlock city, California * 435. Tustin city, California * 436. Union City city, California * 437. Upland city, California * 438. Vacaville city, California * 439. Vallejo city, California * 440. Ventura County, California * 441. Victorville city, California * 442. Visalia city, California * 443. Vista city, California * 444. Walnut Creek city, California * 445. Watsonville city, California * 446. West Covina city, California * 447. West Hollywood city, California * 448. West Sacramento city, California * 449. Westminster city, California * 450. Whittier city, California * 451. Wildomar city, California * 452. Woodland city, California * 453. Yolo County, California * 454. Yorba Linda city, California * 455. Yuba City city, California * 456. Yuba County, California * 457. Yucaipa city, California * 458. Agoura Hills city, California 459. Albany city, California 460. American Canyon city, California 461. Anderson city, California 462. Arcata city, California 463. Arroyo Grande city, California 464. Artesia city, California 465. Arvin city, California 466. Atwater city, California 467. Auburn city, California 468. Avenal city, California 469. Barstow city, California 470. Belmont city, California 471. Benicia city, California 472. Blythe city, California 473. Brawley city, California 474. Calabasas city, California 475. California City city, California 476. Canyon Lake city, California 477. Capitola city, California 478. Carpinteria city, California 479. Chowchilla city, California 480. Clayton city, California 481. Clearlake city, California 482. Coalinga city, California 483. Colusa County, California 484. Commerce city, California 485. Corcoran city, California 486. Coronado city, California 487. Cudahy city, California 488. Del Norte County, California 489. Desert Hot Springs city, California 490. Dinuba city, California 491. Dixon city, California 492. Duarte city, California 493. East Palo Alto city, California 494. El Cerrito city, California 495. El Segundo city, California 496. Emeryville city, California 497. Eureka city, California 498. Exeter city, California 499. Farmersville city, California 500. Fillmore city, California 501. Fortuna city, California 502. Galt city, California 503. Glenn County, California 504. Grand Terrace city, California 505. Grass Valley city, California 506. Greenfield city, California 507. Grover Beach city, California 508. Half Moon Bay city, California 509. Hawaiian Gardens city, California 510. Healdsburg city, California 511. Hercules city, California 512. Hermosa Beach city, California 513. Hillsborough town, California 514. Imperial Beach city, California 515. Imperial city, California 516. Inyo County, California 517. Kerman city, California 518. King City city, California 519. Kingsburg city, California 520. La Cañada Flintridge city, California 521. La Palma city, California 522. Lafayette city, California 523. Laguna Beach city, California 524. Laguna Woods city, California 525. Larkspur city, California 526. Lathrop city, California 527. Lemon Grove city, California 528. Lemoore city, California 529. Lindsay city, California 530. Livingston city, California 531. Loma Linda city, California 532. Lomita city, California 533. Los Alamitos city, California 534. Malibu city, California 535. Marina city, California 536. Mariposa County, California 537. Marysville city, California 538. Maywood city, California 539. McFarland city, California 540. Mendota city, California 541. Mill Valley city, California 542. Millbrae city, California 543. Mono County, California 544. Monterey city, California 545. Moraga town, California 546. Morro Bay city, California 547. Newman city, California 548. Norco city, California 549. Oakdale city, California 550. Orange Cove city, California 551. Orinda city, California 552. Oroville city, California 553. Pacific Grove city, California 554. Palos Verdes Estates city, California AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-5 555. Parlier city, California 556. Patterson city, California 557. Piedmont city, California 558. Pinole city, California 559. Placerville city, California 560. Plumas County, California 561. Port Hueneme city, California 562. Rancho Mirage city, California 563. Red Bluff city, California 564. Reedley city, California 565. Ridgecrest city, California 566. Ripon city, California 567. Riverbank city, California 568. San Anselmo town, California 569. San Fernando city, California 570. San Marino city, California 571. Sanger city, California 572. Santa Fe Springs city, California 573. Santa Paula city, California 574. Scotts Valley city, California 575. Seal Beach city, California 576. Selma city, California 577. Shafter city, California 578. Shasta Lake city, California 579. Sierra Madre city, California 580. Signal Hill city, California 581. Solana Beach city, California 582. Soledad city, California 583. Sonoma city, California 584. South El Monte city, California 585. South Lake Tahoe city, California 586. South Pasadena city, California 587. Suisun City city, California 588. Susanville city, California 589. Tehachapi city, California 590. Trinity County, California 591. Truckee town, California 592. Twentynine Palms city, California 593. Ukiah city, California 594. Walnut city, California 595. Wasco city, California 596. Windsor town, California 597. Yucca Valley town, California 598. Adams County, Colorado * 599. Arapahoe County, Colorado * 600. Arvada city, Colorado * 601. Aurora city, Colorado * 602. Boulder city, Colorado * 603. Boulder County, Colorado * 604. Brighton city, Colorado * 605. Broomfield city / Broomfield County, Colorado * 606. Castle Rock town, Colorado * 607. Centennial city, Colorado * 608. Colorado Springs city, Colorado * 609. Commerce City city, Colorado * 610. Delta County, Colorado * 611. Denver city / Denver County, Colorado * 612. Douglas County, Colorado * 613. Eagle County, Colorado * 614. El Paso County, Colorado * 615. Englewood city, Colorado * 616. Fort Collins city, Colorado * 617. Fountain city, Colorado * 618. Fremont County, Colorado * 619. Garfield County, Colorado * 620. Grand Junction city, Colorado * 621. Greeley city, Colorado * 622. Jefferson County, Colorado * 623. La Plata County, Colorado * 624. Lafayette city, Colorado * 625. Lakewood city, Colorado * 626. Larimer County, Colorado * 627. Littleton city, Colorado * 628. Longmont city, Colorado * 629. Loveland city, Colorado * 630. Mesa County, Colorado * 631. Montrose County, Colorado * 632. Northglenn city, Colorado * 633. Parker town, Colorado * 634. Pueblo city, Colorado * 635. Pueblo County, Colorado * 636. Summit County, Colorado * 637. Thornton city, Colorado * 638. Weld County, Colorado * 639. Westminster city, Colorado * 640. Wheat Ridge city, Colorado * 641. Windsor town, Colorado * 642. Alamosa County, Colorado 643. Archuleta County, Colorado 644. Cañon City city, Colorado 645. Castle Pines city, Colorado 646. Chaffee County, Colorado 647. Durango city, Colorado 648. Elbert County, Colorado 649. Erie town, Colorado 650. Evans city, Colorado 651. Federal Heights city, Colorado 652. Firestone town, Colorado 653. Fort Morgan city, Colorado 654. Frederick town, Colorado 655. Fruita city, Colorado 656. Golden city, Colorado 657. Grand County, Colorado 658. Greenwood Village city, Colorado 659. Gunnison County, Colorado 660. Johnstown town, Colorado 661. Las Animas County, Colorado 662. Logan County, Colorado 663. Lone Tree city, Colorado 664. Louisville city, Colorado 665. Moffat County, Colorado 666. Montezuma County, Colorado 667. Montrose city, Colorado 668. Morgan County, Colorado 669. Otero County, Colorado 670. Park County, Colorado 671. Pitkin County, Colorado 672. Prowers County, Colorado 673. Rio Grande County, Colorado 674. Routt County, Colorado 675. Steamboat Springs city, Colorado 676. Sterling city, Colorado 677. Superior town, Colorado 678. Teller County, Colorado 679. Wellington town, Colorado 680. Yuma County, Colorado 681. Bridgeport town / Bridgeport city, Connecticut * 682. Bristol city / Bristol town, Connecticut * 683. Danbury city / Danbury town, Connecticut * 684. East Hartford town, Connecticut * 685. Enfield town, Connecticut * 686. Fairfield town, Connecticut * 687. Glastonbury town, Connecticut * 688. Greenwich town, Connecticut * 689. Groton town, Connecticut * 690. Hamden town, Connecticut * 691. Hartford city / Hartford town, Connecticut * 692. Manchester town, Connecticut * 693. Meriden city / Meriden town, Connecticut * 694. Middletown city / Middletown town, Connecticut * 695. Milford city, Connecticut * 696. Milford town, Connecticut * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-6 697. Naugatuck borough / Naugatuck town, Connecticut * 698. New Britain town / New Britain city, Connecticut * 699. New Haven town / New Haven city, Connecticut * 700. Newington town, Connecticut * 701. Norwalk city / Norwalk town, Connecticut * 702. Norwich city / Norwich town, Connecticut * 703. Shelton city / Shelton town, Connecticut * 704. Southington town, Connecticut * 705. Stamford city / Stamford town, Connecticut * 706. Stratford town, Connecticut * 707. Torrington city / Torrington town, Connecticut * 708. Trumbull town, Connecticut * 709. Wallingford town, Connecticut * 710. Waterbury city / Waterbury town, Connecticut * 711. West Hartford town, Connecticut * 712. West Haven city / West Haven town, Connecticut * 713. Ansonia town / Ansonia city, Connecticut 714. Avon town, Connecticut 715. Berlin town, Connecticut 716. Bethel town, Connecticut 717. Bloomfield town, Connecticut 718. Branford town, Connecticut 719. Brookfield town, Connecticut 720. Canton town, Connecticut 721. Cheshire town, Connecticut 722. Clinton town, Connecticut 723. Colchester town, Connecticut 724. Coventry town, Connecticut 725. Cromwell town, Connecticut 726. Darien town, Connecticut 727. Derby city / Derby town, Connecticut 728. East Hampton town, Connecticut 729. East Haven town, Connecticut 730. East Lyme town, Connecticut 731. East Windsor town, Connecticut 732. Ellington town, Connecticut 733. Farmington town, Connecticut 734. Granby town, Connecticut 735. Griswold town, Connecticut 736. Guilford town, Connecticut 737. Killingly town, Connecticut 738. Ledyard town, Connecticut 739. Madison town, Connecticut 740. Mansfield town, Connecticut 741. Monroe town, Connecticut 742. Montville town, Connecticut 743. New Canaan town, Connecticut 744. New Fairfield town, Connecticut 745. New London city / New London town, Connecticut 746. New Milford town, Connecticut 747. Newtown town, Connecticut 748. North Branford town, Connecticut 749. North Haven town, Connecticut 750. Old Saybrook town, Connecticut 751. Orange town, Connecticut 752. Oxford town, Connecticut 753. Plainfield town, Connecticut 754. Plainville town, Connecticut 755. Plymouth town, Connecticut 756. Ridgefield town, Connecticut 757. Rocky Hill town, Connecticut 758. Seymour town, Connecticut 759. Simsbury town, Connecticut 760. Somers town, Connecticut 761. South Windsor town, Connecticut 762. Southbury town, Connecticut 763. Stafford town, Connecticut 764. Stonington town, Connecticut 765. Suffield town, Connecticut 766. Tolland town, Connecticut 767. Vernon town, Connecticut 768. Waterford town, Connecticut 769. Watertown town, Connecticut 770. Weston town, Connecticut 771. Westport town, Connecticut 772. Wethersfield town, Connecticut 773. Wilton town, Connecticut 774. Winchester town, Connecticut 775. Windham town, Connecticut 776. Windsor Locks town, Connecticut 777. Windsor town, Connecticut 778. Wolcott town, Connecticut 779. Dover city, Delaware * 780. Kent County, Delaware * 781. New Castle County, Delaware * 782. Newark city, Delaware * 783. Sussex County, Delaware * 784. Wilmington city, Delaware * 785. Middletown town, Delaware 786. Milford city, Delaware 787. Smyrna town, Delaware 788. Alachua County, Florida * 789. Altamonte Springs city, Florida * 790. Apopka city, Florida * 791. Aventura city, Florida * 792. Bay County, Florida * 793. Boca Raton city, Florida * 794. Bonita Springs city, Florida * 795. Boynton Beach city, Florida * 796. Bradenton city, Florida * 797. Brevard County, Florida * 798. Broward County, Florida * 799. Cape Coral city, Florida * 800. Charlotte County, Florida * 801. Citrus County, Florida * 802. Clay County, Florida * 803. Clearwater city, Florida * 804. Clermont city, Florida * 805. Coconut Creek city, Florida * 806. Collier County, Florida * 807. Columbia County, Florida * 808. Cooper City city, Florida * 809. Coral Gables city, Florida * 810. Coral Springs city, Florida * 811. Cutler Bay town, Florida * 812. Dania Beach city, Florida * 813. Davie town, Florida * 814. Daytona Beach city, Florida * 815. Deerfield Beach city, Florida * 816. DeLand city, Florida * 817. Delray Beach city, Florida * 818. Deltona city, Florida * 819. DeSoto County, Florida * 820. Doral city, Florida * 821. Dunedin city, Florida * 822. Duval County / Jacksonville city, Florida * 823. Escambia County, Florida * 824. Estero village, Florida * 825. Flagler County, Florida * 826. Fort Lauderdale city, Florida * 827. Fort Myers city, Florida * 828. Fort Pierce city, Florida * 829. Gadsden County, Florida * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-7 830. Gainesville city, Florida * 831. Greenacres city, Florida * 832. Hallandale Beach city, Florida * 833. Hendry County, Florida * 834. Hernando County, Florida * 835. Hialeah city, Florida * 836. Highlands County, Florida * 837. Hillsborough County, Florida * 838. Hollywood city, Florida * 839. Homestead city, Florida * 840. Indian River County, Florida * 841. Jackson County, Florida * 842. Jupiter town, Florida * 843. Kissimmee city, Florida * 844. Lake County, Florida * 845. Lake Worth city, Florida * 846. Lakeland city, Florida * 847. Largo city, Florida * 848. Lauderdale Lakes city, Florida * 849. Lauderhill city, Florida * 850. Lee County, Florida * 851. Leon County, Florida * 852. Levy County, Florida * 853. Manatee County, Florida * 854. Margate city, Florida * 855. Marion County, Florida * 856. Martin County, Florida * 857. Melbourne city, Florida * 858. Miami Beach city, Florida * 859. Miami city, Florida * 860. Miami Gardens city, Florida * 861. Miami Lakes town, Florida * 862. Miami-Dade County, Florida * 863. Miramar city, Florida * 864. Monroe County, Florida * 865. Nassau County, Florida * 866. North Lauderdale city, Florida * 867. North Miami Beach city, Florida * 868. North Miami city, Florida * 869. North Port city, Florida * 870. Oakland Park city, Florida * 871. Ocala city, Florida * 872. Ocoee city, Florida * 873. Okaloosa County, Florida * 874. Okeechobee County, Florida * 875. Orange County, Florida * 876. Orlando city, Florida * 877. Ormond Beach city, Florida * 878. Osceola County, Florida * 879. Oviedo city, Florida * 880. Palm Bay city, Florida * 881. Palm Beach County, Florida * 882. Palm Beach Gardens city, Florida * 883. Palm Coast city, Florida * 884. Panama City city, Florida * 885. Parkland city, Florida * 886. Pasco County, Florida * 887. Pembroke Pines city, Florida * 888. Pensacola city, Florida * 889. Pinellas County, Florida * 890. Pinellas Park city, Florida * 891. Plant City city, Florida * 892. Plantation city, Florida * 893. Polk County, Florida * 894. Pompano Beach city, Florida * 895. Port Orange city, Florida * 896. Port St. Lucie city, Florida * 897. Putnam County, Florida * 898. Riviera Beach city, Florida * 899. Royal Palm Beach village, Florida * 900. Sanford city, Florida * 901. Santa Rosa County, Florida * 902. Sarasota city, Florida * 903. Sarasota County, Florida * 904. Seminole County, Florida * 905. St. Cloud city, Florida * 906. St. Johns County, Florida * 907. St. Lucie County, Florida * 908. St. Petersburg city, Florida * 909. Sumter County, Florida * 910. Sunrise city, Florida * 911. Suwannee County, Florida * 912. Tallahassee city, Florida * 913. Tamarac city, Florida * 914. Tampa city, Florida * 915. Titusville city, Florida * 916. Volusia County, Florida * 917. Wakulla County, Florida * 918. Walton County, Florida * 919. Wellington village, Florida * 920. West Palm Beach city, Florida * 921. Weston city, Florida * 922. Winter Garden city, Florida * 923. Winter Haven city, Florida * 924. Winter Park city, Florida * 925. Winter Springs city, Florida * 926. Atlantic Beach city, Florida 927. Auburndale city, Florida 928. Avon Park city, Florida 929. Baker County, Florida 930. Bartow city, Florida 931. Belle Glade city, Florida 932. Bradford County, Florida 933. Calhoun County, Florida 934. Callaway city, Florida 935. Cape Canaveral city, Florida 936. Casselberry city, Florida 937. Cocoa Beach city, Florida 938. Cocoa city, Florida 939. Crestview city, Florida 940. DeBary city, Florida 941. Destin city, Florida 942. Dixie County, Florida 943. Edgewater city, Florida 944. Eustis city, Florida 945. Fernandina Beach city, Florida 946. Florida City city, Florida 947. Fort Walton Beach city, Florida 948. Franklin County, Florida 949. Fruitland Park city, Florida 950. Gilchrist County, Florida 951. Glades County, Florida 952. Groveland city, Florida 953. Gulf County, Florida 954. Gulfport city, Florida 955. Haines City city, Florida 956. Hamilton County, Florida 957. Hardee County, Florida 958. Hialeah Gardens city, Florida 959. Holly Hill city, Florida 960. Holmes County, Florida 961. Jacksonville Beach city, Florida 962. Jefferson County, Florida 963. Key Biscayne village, Florida 964. Key West city, Florida 965. Lady Lake town, Florida 966. Lake City city, Florida 967. Lake Mary city, Florida 968. Lake Wales city, Florida 969. Lantana town, Florida 970. Leesburg city, Florida 971. Lighthouse Point city, Florida 972. Longwood city, Florida 973. Lynn Haven city, Florida 974. Madison County, Florida 975. Maitland city, Florida 976. Marco Island city, Florida 977. Miami Shores village, Florida 978. Miami Springs city, Florida 979. Milton city, Florida 980. Minneola city, Florida 981. Mount Dora city, Florida 982. Naples city, Florida 983. New Port Richey city, Florida AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-8 984. New Smyrna Beach city, Florida 985. Niceville city, Florida 986. North Palm Beach village, Florida 987. Oldsmar city, Florida 988. Opa-locka city, Florida 989. Orange City city, Florida 990. Palatka city, Florida 991. Palm Springs village, Florida 992. Palmetto Bay village, Florida 993. Palmetto city, Florida 994. Panama City Beach city, Florida 995. Pinecrest village, Florida 996. Punta Gorda city, Florida 997. Rockledge city, Florida 998. Safety Harbor city, Florida 999. Satellite Beach city, Florida 1000. Sebastian city, Florida 1001. Sebring city, Florida 1002. Seminole city, Florida 1003. South Daytona city, Florida 1004. South Miami city, Florida 1005. St. Augustine city, Florida 1006. Stuart city, Florida 1007. Sunny Isles Beach city, Florida 1008. Sweetwater city, Florida 1009. Tarpon Springs city, Florida 1010. Tavares city, Florida 1011. Taylor County, Florida 1012. Temple Terrace city, Florida 1013. Union County, Florida 1014. Venice city, Florida 1015. Vero Beach city, Florida 1016. Washington County, Florida 1017. West Melbourne city, Florida 1018. West Park city, Florida 1019. Wilton Manors city, Florida 1020. Zephyrhills city, Florida 1021. Albany city, Georgia * 1022. Alpharetta city, Georgia * 1023. Athens-Clarke County unified government, Georgia * 1024. Atlanta city, Georgia * 1025. Augusta-Richmond County consolidated government, Georgia * 1026. Baldwin County, Georgia * 1027. Barrow County, Georgia * 1028. Bartow County, Georgia * 1029. Brookhaven city, Georgia * 1030. Bryan County, Georgia * 1031. Bulloch County, Georgia * 1032. Camden County, Georgia * 1033. Canton city, Georgia * 1034. Carroll County, Georgia * 1035. Catoosa County, Georgia * 1036. Chamblee city, Georgia * 1037. Chatham County, Georgia * 1038. Cherokee County, Georgia * 1039. Clayton County, Georgia * 1040. Cobb County, Georgia * 1041. Coffee County, Georgia * 1042. Colquitt County, Georgia * 1043. Columbia County, Georgia * 1044. Columbus city, Georgia * 1045. Coweta County, Georgia * 1046. Dalton city, Georgia * 1047. DeKalb County, Georgia * 1048. Dougherty County, Georgia * 1049. Douglas County, Georgia * 1050. Douglasville city, Georgia * 1051. Dunwoody city, Georgia * 1052. East Point city, Georgia * 1053. Effingham County, Georgia * 1054. Fayette County, Georgia * 1055. Floyd County, Georgia * 1056. Forsyth County, Georgia * 1057. Fulton County, Georgia * 1058. Gainesville city, Georgia * 1059. Gilmer County, Georgia * 1060. Glynn County, Georgia * 1061. Gordon County, Georgia * 1062. Gwinnett County, Georgia * 1063. Habersham County, Georgia * 1064. Hall County, Georgia * 1065. Harris County, Georgia * 1066. Henry County, Georgia * 1067. Hinesville city, Georgia * 1068. Houston County, Georgia * 1069. Jackson County, Georgia * 1070. Johns Creek city, Georgia * 1071. Kennesaw city, Georgia * 1072. LaGrange city, Georgia * 1073. Laurens County, Georgia * 1074. Lawrenceville city, Georgia * 1075. Liberty County, Georgia * 1076. Lowndes County, Georgia * 1077. Lumpkin County, Georgia * 1078. Macon-Bibb County, Georgia * 1079. Marietta city, Georgia * 1080. Milton city, Georgia * 1081. Murray County, Georgia * 1082. Newnan city, Georgia * 1083. Newton County, Georgia * 1084. Oconee County, Georgia * 1085. Paulding County, Georgia * 1086. Peachtree City city, Georgia * 1087. Peachtree Corners city, Georgia * 1088. Pickens County, Georgia * 1089. Polk County, Georgia * 1090. Rockdale County, Georgia * 1091. Rome city, Georgia * 1092. Roswell city, Georgia * 1093. Sandy Springs city, Georgia * 1094. Savannah city, Georgia * 1095. Smyrna city, Georgia * 1096. South Fulton city, Georgia * 1097. Spalding County, Georgia * 1098. Statesboro city, Georgia * 1099. Stonecrest city, Georgia * 1100. Thomas County, Georgia * 1101. Tift County, Georgia * 1102. Troup County, Georgia * 1103. Tucker city, Georgia * 1104. Valdosta city, Georgia * 1105. Walker County, Georgia * 1106. Walton County, Georgia * 1107. Ware County, Georgia * 1108. Warner Robins city, Georgia * 1109. White County, Georgia * 1110. Whitfield County, Georgia * 1111. Woodstock city, Georgia * 1112. Acworth city, Georgia 1113. Americus city, Georgia 1114. Appling County, Georgia 1115. Bacon County, Georgia 1116. Bainbridge city, Georgia 1117. Banks County, Georgia 1118. Ben Hill County, Georgia 1119. Berrien County, Georgia 1120. Bleckley County, Georgia 1121. Brantley County, Georgia 1122. Braselton town, Georgia 1123. Brooks County, Georgia 1124. Brunswick city, Georgia 1125. Buford city, Georgia 1126. Burke County, Georgia 1127. Butts County, Georgia 1128. Calhoun city, Georgia 1129. Candler County, Georgia 1130. Carrollton city, Georgia 1131. Cartersville city, Georgia 1132. Charlton County, Georgia 1133. Chattooga County, Georgia 1134. Clarkston city, Georgia 1135. College Park city, Georgia 1136. Conyers city, Georgia 1137. Cook County, Georgia 1138. Cordele city, Georgia 1139. Covington city, Georgia AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-9 1140. Crawford County, Georgia 1141. Crisp County, Georgia 1142. Cusseta-Chattahoochee County unified government, Georgia 1143. Dade County, Georgia 1144. Dallas city, Georgia 1145. Dawson County, Georgia 1146. Decatur city, Georgia 1147. Decatur County, Georgia 1148. Dodge County, Georgia 1149. Dooly County, Georgia 1150. Doraville city, Georgia 1151. Douglas city, Georgia 1152. Dublin city, Georgia 1153. Duluth city, Georgia 1154. Early County, Georgia 1155. Elbert County, Georgia 1156. Emanuel County, Georgia 1157. Evans County, Georgia 1158. Fairburn city, Georgia 1159. Fannin County, Georgia 1160. Fayetteville city, Georgia 1161. Forest Park city, Georgia 1162. Franklin County, Georgia 1163. Grady County, Georgia 1164. Greene County, Georgia 1165. Griffin city, Georgia 1166. Grovetown city, Georgia 1167. Haralson County, Georgia 1168. Hart County, Georgia 1169. Heard County, Georgia 1170. Holly Springs city, Georgia 1171. Jasper County, Georgia 1172. Jeff Davis County, Georgia 1173. Jefferson city, Georgia 1174. Jefferson County, Georgia 1175. Jones County, Georgia 1176. Kingsland city, Georgia 1177. Lamar County, Georgia 1178. Lanier County, Georgia 1179. Lee County, Georgia 1180. Lilburn city, Georgia 1181. Loganville city, Georgia 1182. Long County, Georgia 1183. Macon County, Georgia 1184. Madison County, Georgia 1185. McDonough city, Georgia 1186. McDuffie County, Georgia 1187. McIntosh County, Georgia 1188. Meriwether County, Georgia 1189. Milledgeville city, Georgia 1190. Mitchell County, Georgia 1191. Monroe city, Georgia 1192. Monroe County, Georgia 1193. Morgan County, Georgia 1194. Moultrie city, Georgia 1195. Norcross city, Georgia 1196. Oglethorpe County, Georgia 1197. Peach County, Georgia 1198. Perry city, Georgia 1199. Pierce County, Georgia 1200. Pike County, Georgia 1201. Pooler city, Georgia 1202. Powder Springs city, Georgia 1203. Pulaski County, Georgia 1204. Putnam County, Georgia 1205. Rabun County, Georgia 1206. Richmond Hill city, Georgia 1207. Rincon city, Georgia 1208. Riverdale city, Georgia 1209. Screven County, Georgia 1210. Snellville city, Georgia 1211. St. Marys city, Georgia 1212. Stephens County, Georgia 1213. Stockbridge city, Georgia 1214. Sugar Hill city, Georgia 1215. Sumter County, Georgia 1216. Suwanee city, Georgia 1217. Tattnall County, Georgia 1218. Telfair County, Georgia 1219. Thomasville city, Georgia 1220. Tifton city, Georgia 1221. Toombs County, Georgia 1222. Towns County, Georgia 1223. Union City city, Georgia 1224. Union County, Georgia 1225. Upson County, Georgia 1226. Vidalia city, Georgia 1227. Villa Rica city, Georgia 1228. Washington County, Georgia 1229. Waycross city, Georgia 1230. Wayne County, Georgia 1231. Winder city, Georgia 1232. Worth County, Georgia 1233. Hawaii County, Hawaii * 1234. Honolulu County, Hawaii * 1235. Kauai County, Hawaii * 1236. Maui County, Hawaii * 1237. Ada County, Idaho * 1238. Bannock County, Idaho * 1239. Bingham County, Idaho * 1240. Boise City city, Idaho * 1241. Bonner County, Idaho * 1242. Bonneville County, Idaho * 1243. Caldwell city, Idaho * 1244. Canyon County, Idaho * 1245. Coeur d'Alene city, Idaho * 1246. Idaho Falls city, Idaho * 1247. Kootenai County, Idaho * 1248. Latah County, Idaho * 1249. Lewiston city, Idaho * 1250. Madison County, Idaho * 1251. Meridian city, Idaho * 1252. Nampa city, Idaho * 1253. Nez Perce County, Idaho * 1254. Pocatello city, Idaho * 1255. Post Falls city, Idaho * 1256. Twin Falls city, Idaho * 1257. Twin Falls County, Idaho * 1258. Ammon city, Idaho 1259. Blackfoot city, Idaho 1260. Blaine County, Idaho 1261. Boundary County, Idaho 1262. Burley city, Idaho 1263. Cassia County, Idaho 1264. Chubbuck city, Idaho 1265. Eagle city, Idaho 1266. Elmore County, Idaho 1267. Franklin County, Idaho 1268. Fremont County, Idaho 1269. Garden City city, Idaho 1270. Gem County, Idaho 1271. Gooding County, Idaho 1272. Hayden city, Idaho 1273. Idaho County, Idaho 1274. Jefferson County, Idaho 1275. Jerome city, Idaho 1276. Jerome County, Idaho 1277. Kuna city, Idaho 1278. Minidoka County, Idaho 1279. Moscow city, Idaho 1280. Mountain Home city, Idaho 1281. Owyhee County, Idaho 1282. Payette County, Idaho 1283. Rexburg city, Idaho 1284. Shoshone County, Idaho 1285. Star city, Idaho 1286. Teton County, Idaho 1287. Valley County, Idaho 1288. Washington County, Idaho 1289. Adams County, Illinois * 1290. Addison township, Illinois * 1291. Addison village, Illinois * 1292. Algonquin township, Illinois * 1293. Algonquin village, Illinois * 1294. Arlington Heights village, Illinois * 1295. Aurora city, Illinois * 1296. Aurora township, Illinois * 1297. Avon township, Illinois * 1298. Bartlett village, Illinois * 1299. Batavia township, Illinois * 1300. Belleville city, Illinois * 1301. Berwyn city, Illinois * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-10 1302. Berwyn township, Illinois * 1303. Bloom township, Illinois * 1304. Bloomingdale township, Illinois * 1305. Bloomington city, Illinois * 1306. Bloomington City township, Illinois * 1307. Bolingbrook village, Illinois * 1308. Boone County, Illinois * 1309. Bourbonnais township, Illinois * 1310. Bremen township, Illinois * 1311. Bristol township, Illinois * 1312. Buffalo Grove village, Illinois * 1313. Bureau County, Illinois * 1314. Calumet City city, Illinois * 1315. Capital township, Illinois * 1316. Carol Stream village, Illinois * 1317. Carpentersville village, Illinois * 1318. Caseyville township, Illinois * 1319. Champaign city, Illinois * 1320. Champaign City township, Illinois * 1321. Champaign County, Illinois * 1322. Chicago city, Illinois * 1323. Christian County, Illinois * 1324. Cicero town / Cicero township, Illinois * 1325. Clinton County, Illinois * 1326. Coles County, Illinois * 1327. Collinsville township, Illinois * 1328. Cook County, Illinois * 1329. Crystal Lake city, Illinois * 1330. Cunningham township, Illinois * 1331. Danville city, Illinois * 1332. Decatur city, Illinois * 1333. Decatur township, Illinois * 1334. DeKalb city, Illinois * 1335. DeKalb County, Illinois * 1336. DeKalb township, Illinois * 1337. Des Plaines city, Illinois * 1338. Downers Grove township, Illinois * 1339. Downers Grove village, Illinois * 1340. Du Page township, Illinois * 1341. Dundee township, Illinois * 1342. DuPage County, Illinois * 1343. Edwardsville township, Illinois * 1344. Effingham County, Illinois * 1345. Ela township, Illinois * 1346. Elgin city, Illinois * 1347. Elgin township, Illinois * 1348. Elk Grove township, Illinois * 1349. Elk Grove Village village, Illinois * 1350. Elmhurst city, Illinois * 1351. Evanston city, Illinois * 1352. Frankfort township, Illinois * 1353. Franklin County, Illinois * 1354. Fremont township, Illinois * 1355. Fulton County, Illinois * 1356. Galesburg city, Illinois * 1357. Galesburg City township, Illinois * 1358. Glendale Heights village, Illinois * 1359. Glenview village, Illinois * 1360. Grafton township, Illinois * 1361. Grundy County, Illinois * 1362. Gurnee village, Illinois * 1363. Hanover Park village, Illinois * 1364. Hanover township, Illinois * 1365. Harlem township, Illinois * 1366. Henry County, Illinois * 1367. Hoffman Estates village, Illinois * 1368. Homer township, Illinois * 1369. Jackson County, Illinois * 1370. Jefferson County, Illinois * 1371. Joliet city, Illinois * 1372. Joliet township, Illinois * 1373. Kane County, Illinois * 1374. Kankakee County, Illinois * 1375. Kendall County, Illinois * 1376. Knox County, Illinois * 1377. Lake County, Illinois * 1378. Lake Villa township, Illinois * 1379. LaSalle County, Illinois * 1380. Lee County, Illinois * 1381. Leyden township, Illinois * 1382. Libertyville township, Illinois * 1383. Lisle township, Illinois * 1384. Livingston County, Illinois * 1385. Lockport township, Illinois * 1386. Lombard village, Illinois * 1387. Lyons township, Illinois * 1388. Macon County, Illinois * 1389. Macoupin County, Illinois * 1390. Madison County, Illinois * 1391. Maine township, Illinois * 1392. Marion County, Illinois * 1393. McHenry County, Illinois * 1394. McHenry township, Illinois * 1395. McLean County, Illinois * 1396. Milton township, Illinois * 1397. Moline city, Illinois * 1398. Monroe County, Illinois * 1399. Moraine township, Illinois * 1400. Morgan County, Illinois * 1401. Mount Prospect village, Illinois * 1402. Mundelein village, Illinois * 1403. Naperville city, Illinois * 1404. Naperville township, Illinois * 1405. New Lenox township, Illinois * 1406. New Trier township, Illinois * 1407. Niles township, Illinois * 1408. Normal town, Illinois * 1409. Normal township, Illinois * 1410. Northbrook village, Illinois * 1411. Northfield township, Illinois * 1412. Nunda township, Illinois * 1413. Oak Lawn village, Illinois * 1414. Oak Park township, Illinois * 1415. Oak Park village, Illinois * 1416. Ogle County, Illinois * 1417. Orland Park village, Illinois * 1418. Orland township, Illinois * 1419. Oswego township, Illinois * 1420. Oswego village, Illinois * 1421. Palatine township, Illinois * 1422. Palatine village, Illinois * 1423. Palos township, Illinois * 1424. Park Ridge city, Illinois * 1425. Pekin city, Illinois * 1426. Peoria city, Illinois * 1427. Peoria City township, Illinois * 1428. Peoria County, Illinois * 1429. Plainfield township, Illinois * 1430. Plainfield village, Illinois * 1431. Proviso township, Illinois * 1432. Quincy city, Illinois * 1433. Quincy township, Illinois * 1434. Randolph County, Illinois * 1435. Rich township, Illinois * 1436. Rock Island city, Illinois * 1437. Rock Island County, Illinois * 1438. Rockford city, Illinois * 1439. Rockford township, Illinois * 1440. Romeoville village, Illinois * 1441. Sangamon County, Illinois * 1442. Schaumburg township, Illinois * 1443. Schaumburg village, Illinois * 1444. Shields township, Illinois * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-11 1445. Skokie village, Illinois * 1446. South Moline township, Illinois * 1447. Springfield city, Illinois * 1448. St. Charles city, Illinois * 1449. St. Charles township, Illinois * 1450. St. Clair County, Illinois * 1451. St. Clair township, Illinois * 1452. Stephenson County, Illinois * 1453. Stickney township, Illinois * 1454. Streamwood village, Illinois * 1455. Tazewell County, Illinois * 1456. Thornton township, Illinois * 1457. Tinley Park village, Illinois * 1458. Troy township, Illinois * 1459. Urbana city, Illinois * 1460. Vermilion County, Illinois * 1461. Vernon township, Illinois * 1462. Warren township, Illinois * 1463. Waukegan city, Illinois * 1464. Waukegan township, Illinois * 1465. Wayne township, Illinois * 1466. West Deerfield township, Illinois * 1467. Wheatland township, Illinois * 1468. Wheaton city, Illinois * 1469. Wheeling township, Illinois * 1470. Wheeling village, Illinois * 1471. Whiteside County, Illinois * 1472. Will County, Illinois * 1473. Williamson County, Illinois * 1474. Winfield township, Illinois * 1475. Winnebago County, Illinois * 1476. Wood River township, Illinois * 1477. Woodford County, Illinois * 1478. Woodridge village, Illinois * 1479. Worth township, Illinois * 1480. York township, Illinois * 1481. Alsip village, Illinois 1482. Alton city, Illinois 1483. Alton township, Illinois 1484. Antioch township, Illinois 1485. Antioch village, Illinois 1486. Aux Sable township, Illinois 1487. Barrington township, Illinois 1488. Barrington village, Illinois 1489. Batavia city, Illinois 1490. Beach Park village, Illinois 1491. Bellwood village, Illinois 1492. Belvidere city, Illinois 1493. Belvidere township, Illinois 1494. Bensenville village, Illinois 1495. Benton township, Illinois 1496. Blackberry township, Illinois 1497. Bloomingdale village, Illinois 1498. Blue Island city, Illinois 1499. Bond County, Illinois 1500. Bourbonnais village, Illinois 1501. Bradley village, Illinois 1502. Bridgeview village, Illinois 1503. Brookfield village, Illinois 1504. Bruce township, Illinois 1505. Burbank city, Illinois 1506. Burr Ridge village, Illinois 1507. Cahokia village, Illinois 1508. Calumet township, Illinois 1509. Campton Hills village, Illinois 1510. Campton township, Illinois 1511. Canton city, Illinois 1512. Canton township, Illinois 1513. Carbondale city, Illinois 1514. Carbondale township, Illinois 1515. Carroll County, Illinois 1516. Cary village, Illinois 1517. Cass County, Illinois 1518. Centralia city, Illinois 1519. Centralia township, Illinois 1520. Centreville township, Illinois 1521. Champaign township, Illinois 1522. Channahon township, Illinois 1523. Channahon village, Illinois 1524. Charleston city, Illinois 1525. Charleston township, Illinois 1526. Chatham village, Illinois 1527. Cherry Valley township, Illinois 1528. Chicago Heights city, Illinois 1529. Chicago Ridge village, Illinois 1530. Clark County, Illinois 1531. Clay County, Illinois 1532. Collinsville city, Illinois 1533. Coloma township, Illinois 1534. Columbia city, Illinois 1535. Cortland township, Illinois 1536. Country Club Hills city, Illinois 1537. Crawford County, Illinois 1538. Crest Hill city, Illinois 1539. Crestwood village, Illinois 1540. Crete township, Illinois 1541. Cuba township, Illinois 1542. Cumberland County, Illinois 1543. Danville township, Illinois 1544. Darien city, Illinois 1545. De Witt County, Illinois 1546. Deerfield village, Illinois 1547. Dixon city, Illinois 1548. Dixon township, Illinois 1549. Dolton village, Illinois 1550. Dorr township, Illinois 1551. Douglas County, Illinois 1552. Douglas township, Illinois 1553. East Moline city, Illinois 1554. East Peoria city, Illinois 1555. East St. Louis city, Illinois 1556. East St. Louis township, Illinois 1557. Edgar County, Illinois 1558. Edwardsville city, Illinois 1559. Effingham city, Illinois 1560. Elmwood Park village, Illinois 1561. Evergreen Park village, Illinois 1562. Fairview Heights city, Illinois 1563. Fayette County, Illinois 1564. Flagg township, Illinois 1565. Fondulac township, Illinois 1566. Ford County, Illinois 1567. Forest Park village, Illinois 1568. Fox Lake village, Illinois 1569. Frankfort village, Illinois 1570. Franklin Park village, Illinois 1571. Freeport city, Illinois 1572. Freeport township, Illinois 1573. Geneva city, Illinois 1574. Geneva township, Illinois 1575. Glen Carbon village, Illinois 1576. Glen Ellyn village, Illinois 1577. Godfrey township, Illinois 1578. Godfrey village, Illinois 1579. Granite City city, Illinois 1580. Granite City township, Illinois 1581. Grant township, Illinois 1582. Grayslake village, Illinois 1583. Greene County, Illinois 1584. Greenwood township, Illinois 1585. Groveland township, Illinois 1586. Hampton township, Illinois 1587. Hancock County, Illinois 1588. Harrisburg township, Illinois 1589. Harvey city, Illinois 1590. Hazel Crest village, Illinois 1591. Herrin city, Illinois 1592. Hickory Hills city, Illinois 1593. Hickory Point township, Illinois 1594. Highland Park city, Illinois 1595. Hinsdale village, Illinois 1596. Homer Glen village, Illinois 1597. Homewood village, Illinois 1598. Huntley village, Illinois 1599. Iroquois County, Illinois 1600. Jacksonville city, Illinois 1601. Jarvis township, Illinois AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-12 1602. Jersey County, Illinois 1603. Jo Daviess County, Illinois 1604. Johnson County, Illinois 1605. Justice village, Illinois 1606. Kankakee city, Illinois 1607. Kankakee township, Illinois 1608. Kewanee city, Illinois 1609. La Grange Park village, Illinois 1610. La Grange village, Illinois 1611. Lake Forest city, Illinois 1612. Lake in the Hills village, Illinois 1613. Lake Zurich village, Illinois 1614. Lansing village, Illinois 1615. LaSalle township, Illinois 1616. Lawrence County, Illinois 1617. Lemont township, Illinois 1618. Lemont village, Illinois 1619. Libertyville village, Illinois 1620. Limestone township, Illinois 1621. Lincoln city, Illinois 1622. Lincolnwood village, Illinois 1623. Lindenhurst village, Illinois 1624. Lisle village, Illinois 1625. Little Rock township, Illinois 1626. Lockport city, Illinois 1627. Logan County, Illinois 1628. Long Creek township, Illinois 1629. Loves Park city, Illinois 1630. Lyons village, Illinois 1631. Machesney Park village, Illinois 1632. Macomb city, Illinois 1633. Macomb City township, Illinois 1634. Mahomet township, Illinois 1635. Manhattan township, Illinois 1636. Manteno township, Illinois 1637. Marion city, Illinois 1638. Markham city, Illinois 1639. Marshall County, Illinois 1640. Mason County, Illinois 1641. Massac County, Illinois 1642. Matteson village, Illinois 1643. Mattoon city, Illinois 1644. Mattoon township, Illinois 1645. Maywood village, Illinois 1646. McDonough County, Illinois 1647. McHenry city, Illinois 1648. Medina township, Illinois 1649. Melrose Park village, Illinois 1650. Menard County, Illinois 1651. Mercer County, Illinois 1652. Midlothian village, Illinois 1653. Minooka village, Illinois 1654. Mokena village, Illinois 1655. Moline township, Illinois 1656. Monee township, Illinois 1657. Montgomery County, Illinois 1658. Montgomery village, Illinois 1659. Morris city, Illinois 1660. Morton Grove village, Illinois 1661. Morton township, Illinois 1662. Morton village, Illinois 1663. Moultrie County, Illinois 1664. Mount Vernon city, Illinois 1665. Mount Vernon township, Illinois 1666. Nameoki township, Illinois 1667. New Lenox village, Illinois 1668. Newell township, Illinois 1669. Niles village, Illinois 1670. Norridge village, Illinois 1671. North Aurora village, Illinois 1672. North Chicago city, Illinois 1673. Northlake city, Illinois 1674. Norwood Park township, Illinois 1675. O'Fallon city, Illinois 1676. O'Fallon township, Illinois 1677. Oak Forest city, Illinois 1678. Ottawa city, Illinois 1679. Ottawa township, Illinois 1680. Palos Heights city, Illinois 1681. Palos Hills city, Illinois 1682. Park Forest village, Illinois 1683. Pekin township, Illinois 1684. Perry County, Illinois 1685. Peru township, Illinois 1686. Piatt County, Illinois 1687. Pike County, Illinois 1688. Plano city, Illinois 1689. Pontiac city, Illinois 1690. Pontiac township, Illinois 1691. Prospect Heights city, Illinois 1692. Rantoul township, Illinois 1693. Rantoul village, Illinois 1694. Richland County, Illinois 1695. Richton Park village, Illinois 1696. River Forest township, Illinois 1697. River Forest village, Illinois 1698. Riverdale village, Illinois 1699. Riverside township, Illinois 1700. Rock Island township, Illinois 1701. Rockton township, Illinois 1702. Rolling Meadows city, Illinois 1703. Roscoe township, Illinois 1704. Roscoe village, Illinois 1705. Roselle village, Illinois 1706. Round Lake Beach village, Illinois 1707. Round Lake village, Illinois 1708. Rutland township, Illinois 1709. Saline County, Illinois 1710. Sauk Village village, Illinois 1711. Schiller Park village, Illinois 1712. Shelby County, Illinois 1713. Shiloh Valley township, Illinois 1714. Shiloh village, Illinois 1715. Shorewood village, Illinois 1716. South Elgin village, Illinois 1717. South Holland village, Illinois 1718. South Rock Island township, Illinois 1719. Sterling city, Illinois 1720. Sterling township, Illinois 1721. Streator city, Illinois 1722. Sugar Grove township, Illinois 1723. Summit village, Illinois 1724. Swansea village, Illinois 1725. Sycamore city, Illinois 1726. Sycamore township, Illinois 1727. Taylorville city, Illinois 1728. Taylorville township, Illinois 1729. Troy city, Illinois 1730. Union County, Illinois 1731. Vernon Hills village, Illinois 1732. Villa Park village, Illinois 1733. Wabash County, Illinois 1734. Warren County, Illinois 1735. Warrenville city, Illinois 1736. Washington city, Illinois 1737. Washington County, Illinois 1738. Washington township, Illinois 1739. Waterloo city, Illinois 1740. Wauconda township, Illinois 1741. Wauconda village, Illinois 1742. Wayne County, Illinois 1743. West Chicago city, Illinois 1744. Westchester village, Illinois 1745. Western Springs village, Illinois 1746. Westmont village, Illinois 1747. White County, Illinois 1748. Wilmette village, Illinois 1749. Winnetka village, Illinois 1750. Wood Dale city, Illinois 1751. Wood River city, Illinois 1752. Woodside township, Illinois 1753. Woodstock city, Illinois 1754. Worth village, Illinois 1755. Yorkville city, Illinois 1756. Zion city, Illinois AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-13 1757. Zion township, Illinois 1758. Aboite township, Indiana * 1759. Adams County, Indiana * 1760. Adams township, Indiana * 1761. Allen County, Indiana * 1762. Anderson city, Indiana * 1763. Anderson township, Indiana * 1764. Bartholomew County, Indiana * 1765. Bloomington city, Indiana * 1766. Bloomington township, Indiana * 1767. Boone County, Indiana * 1768. Calumet township, Indiana * 1769. Carmel city, Indiana * 1770. Cass County, Indiana * 1771. Center township, Indiana * 1772. Center township, Indiana * 1773. Center township, Indiana * 1774. Center township, Indiana * 1775. Center township, Indiana * 1776. Center township, Indiana * 1777. Clark County, Indiana * 1778. Clay township, Indiana * 1779. Clay township, Indiana * 1780. Clinton County, Indiana * 1781. Columbus city, Indiana * 1782. Columbus township, Indiana * 1783. Concord township, Indiana * 1784. Crown Point city, Indiana * 1785. Daviess County, Indiana * 1786. Dearborn County, Indiana * 1787. Decatur township, Indiana * 1788. DeKalb County, Indiana * 1789. Delaware County, Indiana * 1790. Delaware township, Indiana * 1791. Dubois County, Indiana * 1792. Elkhart city, Indiana * 1793. Elkhart County, Indiana * 1794. Elkhart township, Indiana * 1795. Evansville city, Indiana * 1796. Fairfield township, Indiana * 1797. Fall Creek township, Indiana * 1798. Fishers city, Indiana * 1799. Floyd County, Indiana * 1800. Fort Wayne city, Indiana * 1801. Franklin township, Indiana * 1802. Gary city, Indiana * 1803. Gibson County, Indiana * 1804. Goshen city, Indiana * 1805. Grant County, Indiana * 1806. Greene County, Indiana * 1807. Greenwood city, Indiana * 1808. Guilford township, Indiana * 1809. Hamilton County, Indiana * 1810. Hammond city, Indiana * 1811. Hancock County, Indiana * 1812. Harrison County, Indiana * 1813. Harrison township, Indiana * 1814. Hendricks County, Indiana * 1815. Henry County, Indiana * 1816. Hobart township, Indiana * 1817. Howard County, Indiana * 1818. Huntington County, Indiana * 1819. Jackson County, Indiana * 1820. Jasper County, Indiana * 1821. Jefferson County, Indiana * 1822. Jeffersonville city, Indiana * 1823. Jeffersonville township, Indiana * 1824. Johnson County, Indiana * 1825. Knight township, Indiana * 1826. Knox County, Indiana * 1827. Kokomo city, Indiana * 1828. Kosciusko County, Indiana * 1829. Lafayette city, Indiana * 1830. LaGrange County, Indiana * 1831. Lake County, Indiana * 1832. LaPorte County, Indiana * 1833. Lawrence city, Indiana * 1834. Lawrence County, Indiana * 1835. Lawrence township, Indiana * 1836. Lincoln township, Indiana * 1837. Madison County, Indiana * 1838. Marion County / Indianapolis city, Indiana * 1839. Marshall County, Indiana * 1840. Merrillville town, Indiana * 1841. Miami County, Indiana * 1842. Michigan City city, Indiana * 1843. Mishawaka city, Indiana * 1844. Monroe County, Indiana * 1845. Montgomery County, Indiana * 1846. Morgan County, Indiana * 1847. Muncie city, Indiana * 1848. New Albany city, Indiana * 1849. New Albany township, Indiana * 1850. Noble County, Indiana * 1851. Noblesville city, Indiana * 1852. Noblesville township, Indiana * 1853. North township, Indiana * 1854. Ohio township, Indiana * 1855. Penn township, Indiana * 1856. Perry township, Indiana * 1857. Perry township, Indiana * 1858. Perry township, Indiana * 1859. Pike township, Indiana * 1860. Plainfield town, Indiana * 1861. Pleasant township, Indiana * 1862. Portage city, Indiana * 1863. Portage township, Indiana * 1864. Portage township, Indiana * 1865. Porter County, Indiana * 1866. Putnam County, Indiana * 1867. Richmond city, Indiana * 1868. Ross township, Indiana * 1869. Shelby County, Indiana * 1870. South Bend city, Indiana * 1871. St. John township, Indiana * 1872. St. Joseph County, Indiana * 1873. St. Joseph township, Indiana * 1874. Steuben County, Indiana * 1875. Terre Haute city, Indiana * 1876. Tippecanoe County, Indiana * 1877. Valparaiso city, Indiana * 1878. Vanderburgh County, Indiana * 1879. Vigo County, Indiana * 1880. Wabash County, Indiana * 1881. Wabash township, Indiana * 1882. Warren township, Indiana * 1883. Warrick County, Indiana * 1884. Washington township, Indiana * 1885. Washington township, Indiana * 1886. Washington township, Indiana * 1887. Washington township, Indiana * 1888. Wayne County, Indiana * 1889. Wayne township, Indiana * 1890. Wayne township, Indiana * 1891. Wayne township, Indiana * 1892. Wea township, Indiana * 1893. West Lafayette city, Indiana * 1894. Westfield city, Indiana * 1895. White River township, Indiana * 1896. Whitley County, Indiana * 1897. Addison township, Indiana 1898. Auburn city, Indiana 1899. Avon town, Indiana 1900. Bainbridge township, Indiana 1901. Baugo township, Indiana 1902. Bedford city, Indiana 1903. Beech Grove city, Indiana 1904. Blackford County, Indiana 1905. Bluffton city, Indiana 1906. Boon township, Indiana 1907. Brown County, Indiana 1908. Brown township, Indiana AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-14 1909. Brown township, Indiana 1910. Brownsburg town, Indiana 1911. Carroll County, Indiana 1912. Cedar Creek township, Indiana 1913. Cedar Creek township, Indiana 1914. Cedar Lake town, Indiana 1915. Center township, Indiana 1916. Center township, Indiana 1917. Center township, Indiana 1918. Center township, Indiana 1919. Center township, Indiana 1920. Center township, Indiana 1921. Center township, Indiana 1922. Centre township, Indiana 1923. Charlestown township, Indiana 1924. Chesterton town, Indiana 1925. Clarksville town, Indiana 1926. Clay County, Indiana 1927. Cleveland township, Indiana 1928. Columbia township, Indiana 1929. Connersville city, Indiana 1930. Connersville township, Indiana 1931. Coolspring township, Indiana 1932. Crawford County, Indiana 1933. Crawfordsville city, Indiana 1934. Danville town, Indiana 1935. Decatur County, Indiana 1936. Dyer town, Indiana 1937. East Chicago city, Indiana 1938. Eel township, Indiana 1939. Fall Creek township, Indiana 1940. Fayette County, Indiana 1941. Fountain County, Indiana 1942. Frankfort city, Indiana 1943. Franklin city, Indiana 1944. Franklin County, Indiana 1945. Franklin township, Indiana 1946. Fulton County, Indiana 1947. Georgetown township, Indiana 1948. Greencastle city, Indiana 1949. Greencastle township, Indiana 1950. Greenfield city, Indiana 1951. Greensburg city, Indiana 1952. Griffith town, Indiana 1953. Hanover township, Indiana 1954. Harris township, Indiana 1955. Harrison township, Indiana 1956. Henry township, Indiana 1957. Highland town, Indiana 1958. Hobart city, Indiana 1959. Honey Creek township, Indiana 1960. Huntington city, Indiana 1961. Huntington township, Indiana 1962. Jackson township, Indiana 1963. Jackson township, Indiana 1964. Jasper city, Indiana 1965. Jay County, Indiana 1966. Jefferson township, Indiana 1967. Jennings County, Indiana 1968. Keener township, Indiana 1969. La Porte city, Indiana 1970. Lake Station city, Indiana 1971. Lawrenceburg township, Indiana 1972. Lebanon city, Indiana 1973. Logansport city, Indiana 1974. Lost Creek township, Indiana 1975. Madison city, Indiana 1976. Madison township, Indiana 1977. Marion city, Indiana 1978. Martin County, Indiana 1979. Martinsville city, Indiana 1980. Michigan township, Indiana 1981. Mill township, Indiana 1982. Munster town, Indiana 1983. New Castle city, Indiana 1984. New Haven city, Indiana 1985. Newton County, Indiana 1986. Noble township, Indiana 1987. Orange County, Indiana 1988. Osolo township, Indiana 1989. Owen County, Indiana 1990. Parke County, Indiana 1991. Patoka township, Indiana 1992. Perry County, Indiana 1993. Perry township, Indiana 1994. Peru city, Indiana 1995. Peru township, Indiana 1996. Pigeon township, Indiana 1997. Pike County, Indiana 1998. Pipe Creek township, Indiana 1999. Pleasant township, Indiana 2000. Posey County, Indiana 2001. Pulaski County, Indiana 2002. Randolph County, Indiana 2003. Richland township, Indiana 2004. Ripley County, Indiana 2005. Rush County, Indiana 2006. Schererville town, Indiana 2007. Scott County, Indiana 2008. Seymour city, Indiana 2009. Shawswick township, Indiana 2010. Shelbyville city, Indiana 2011. Silver Creek township, Indiana 2012. Speedway town, Indiana 2013. Spencer County, Indiana 2014. St. John town, Indiana 2015. Starke County, Indiana 2016. Sugar Creek township, Indiana 2017. Sullivan County, Indiana 2018. Switzerland County, Indiana 2019. Tipton County, Indiana 2020. Troy township, Indiana 2021. Union township, Indiana 2022. Union township, Indiana 2023. Van Buren township, Indiana 2024. Vermillion County, Indiana 2025. Vernon township, Indiana 2026. Vincennes city, Indiana 2027. Vincennes township, Indiana 2028. Warsaw city, Indiana 2029. Washington city, Indiana 2030. Washington County, Indiana 2031. Washington township, Indiana 2032. Washington township, Indiana 2033. Washington township, Indiana 2034. Washington township, Indiana 2035. Wayne township, Indiana 2036. Wayne township, Indiana 2037. Wells County, Indiana 2038. Westchester township, Indiana 2039. White County, Indiana 2040. Winfield township, Indiana 2041. Yorktown town, Indiana 2042. Zionsville town, Indiana 2043. Ames city, Iowa * 2044. Ankeny city, Iowa * 2045. Bettendorf city, Iowa * 2046. Black Hawk County, Iowa * 2047. Cedar Falls city, Iowa * 2048. Cedar Rapids city, Iowa * 2049. Cerro Gordo County, Iowa * 2050. Clinton County, Iowa * 2051. Council Bluffs city, Iowa * 2052. Dallas County, Iowa * 2053. Davenport city, Iowa * 2054. Des Moines city, Iowa * 2055. Des Moines County, Iowa * 2056. Dubuque city, Iowa * 2057. Dubuque County, Iowa * 2058. Iowa City city, Iowa * 2059. Jasper County, Iowa * 2060. Johnson County, Iowa * 2061. Lee County, Iowa * 2062. Linn County, Iowa * 2063. Marion city, Iowa * 2064. Marion County, Iowa * 2065. Marshall County, Iowa * 2066. Muscatine County, Iowa * 2067. Polk County, Iowa * 2068. Pottawattamie County, Iowa * 2069. Scott County, Iowa * 2070. Sioux City city, Iowa * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-15 2071. Sioux County, Iowa * 2072. Story County, Iowa * 2073. Urbandale city, Iowa * 2074. Wapello County, Iowa * 2075. Warren County, Iowa * 2076. Waterloo city, Iowa * 2077. Webster County, Iowa * 2078. West Des Moines city, Iowa * 2079. Woodbury County, Iowa * 2080. Allamakee County, Iowa 2081. Altoona city, Iowa 2082. Appanoose County, Iowa 2083. Benton County, Iowa 2084. Boone city, Iowa 2085. Boone County, Iowa 2086. Bremer County, Iowa 2087. Buchanan County, Iowa 2088. Buena Vista County, Iowa 2089. Burlington city, Iowa 2090. Butler County, Iowa 2091. Carroll County, Iowa 2092. Cass County, Iowa 2093. Cedar County, Iowa 2094. Cherokee County, Iowa 2095. Chickasaw County, Iowa 2096. Clay County, Iowa 2097. Clayton County, Iowa 2098. Clinton city, Iowa 2099. Clive city, Iowa 2100. Coralville city, Iowa 2101. Crawford County, Iowa 2102. Delaware County, Iowa 2103. Dickinson County, Iowa 2104. Fairfield city, Iowa 2105. Fayette County, Iowa 2106. Floyd County, Iowa 2107. Fort Dodge city, Iowa 2108. Fort Madison city, Iowa 2109. Franklin County, Iowa 2110. Grimes city, Iowa 2111. Grundy County, Iowa 2112. Guthrie County, Iowa 2113. Hamilton County, Iowa 2114. Hancock County, Iowa 2115. Hardin County, Iowa 2116. Harrison County, Iowa 2117. Henry County, Iowa 2118. Indianola city, Iowa 2119. Iowa County, Iowa 2120. Jackson County, Iowa 2121. Jefferson County, Iowa 2122. Johnston city, Iowa 2123. Jones County, Iowa 2124. Keokuk city, Iowa 2125. Keokuk County, Iowa 2126. Kossuth County, Iowa 2127. Le Mars city, Iowa 2128. Louisa County, Iowa 2129. Lyon County, Iowa 2130. Madison County, Iowa 2131. Mahaska County, Iowa 2132. Marshalltown city, Iowa 2133. Mason City city, Iowa 2134. Mills County, Iowa 2135. Mitchell County, Iowa 2136. Muscatine city, Iowa 2137. Newton city, Iowa 2138. North Liberty city, Iowa 2139. Norwalk city, Iowa 2140. O'Brien County, Iowa 2141. Oskaloosa city, Iowa 2142. Ottumwa city, Iowa 2143. Page County, Iowa 2144. Pella city, Iowa 2145. Pleasant Hill city, Iowa 2146. Plymouth County, Iowa 2147. Poweshiek County, Iowa 2148. Shelby County, Iowa 2149. Spencer city, Iowa 2150. Storm Lake city, Iowa 2151. Tama County, Iowa 2152. Union County, Iowa 2153. Washington County, Iowa 2154. Waukee city, Iowa 2155. Waverly city, Iowa 2156. Winnebago County, Iowa 2157. Winneshiek County, Iowa 2158. Wright County, Iowa 2159. Butler County, Kansas * 2160. Cowley County, Kansas * 2161. Crawford County, Kansas * 2162. Douglas County, Kansas * 2163. Finney County, Kansas * 2164. Ford County, Kansas * 2165. Geary County, Kansas * 2166. Harvey County, Kansas * 2167. Hutchinson city, Kansas * 2168. Johnson County, Kansas * 2169. Kansas City city, Kansas * 2170. Lawrence city, Kansas * 2171. Leavenworth city, Kansas * 2172. Leavenworth County, Kansas * 2173. Leawood city, Kansas * 2174. Lenexa city, Kansas * 2175. Lyon County, Kansas * 2176. Manhattan city, Kansas * 2177. Miami County, Kansas * 2178. Montgomery County, Kansas * 2179. Olathe city, Kansas * 2180. Overland Park city, Kansas * 2181. Reno County, Kansas * 2182. Riley County, Kansas * 2183. Salina city, Kansas * 2184. Saline County, Kansas * 2185. Sedgwick County, Kansas * 2186. Shawnee city, Kansas * 2187. Shawnee County, Kansas * 2188. Topeka city, Kansas * 2189. Wichita city, Kansas * 2190. Allen County, Kansas 2191. Andover city, Kansas 2192. Arkansas City city, Kansas 2193. Atchison city, Kansas 2194. Atchison County, Kansas 2195. Barton County, Kansas 2196. Bourbon County, Kansas 2197. Bruno township, Kansas 2198. Cherokee County, Kansas 2199. Derby city, Kansas 2200. Dickinson County, Kansas 2201. Dodge City city, Kansas 2202. El Dorado city, Kansas 2203. Ellis County, Kansas 2204. Emporia city, Kansas 2205. Fairmount township, Kansas 2206. Franklin County, Kansas 2207. Garden City city, Kansas 2208. Gardner city, Kansas 2209. Great Bend city, Kansas 2210. Hays city, Kansas 2211. Haysville city, Kansas 2212. Jackson County, Kansas 2213. Jefferson County, Kansas 2214. Junction City city, Kansas 2215. Labette County, Kansas 2216. Lansing city, Kansas 2217. Liberal city, Kansas 2218. Madison township, Kansas 2219. Marion County, Kansas 2220. McPherson city, Kansas 2221. McPherson County, Kansas 2222. Merriam city, Kansas 2223. Nemaha County, Kansas 2224. Neosho County, Kansas 2225. Newton city, Kansas 2226. Osage County, Kansas 2227. Ottawa city, Kansas 2228. Pittsburg city, Kansas 2229. Pottawatomie County, Kansas 2230. Prairie Village city, Kansas 2231. Riverside township, Kansas 2232. Rockford township, Kansas 2233. Seward County, Kansas AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-16 2234. Soldier township, Kansas 2235. Sumner County, Kansas 2236. Winfield city, Kansas 2237. Barren County, Kentucky * 2238. Boone County, Kentucky * 2239. Bowling Green city, Kentucky * 2240. Boyd County, Kentucky * 2241. Boyle County, Kentucky * 2242. Bullitt County, Kentucky * 2243. Calloway County, Kentucky * 2244. Campbell County, Kentucky * 2245. Christian County, Kentucky * 2246. Clark County, Kentucky * 2247. Covington city, Kentucky * 2248. Daviess County, Kentucky * 2249. Elizabethtown city, Kentucky * 2250. Florence city, Kentucky * 2251. Floyd County, Kentucky * 2252. Franklin County, Kentucky * 2253. Georgetown city, Kentucky * 2254. Graves County, Kentucky * 2255. Greenup County, Kentucky * 2256. Hardin County, Kentucky * 2257. Henderson County, Kentucky * 2258. Hopkins County, Kentucky * 2259. Hopkinsville city, Kentucky * 2260. Jessamine County, Kentucky * 2261. Kenton County, Kentucky * 2262. Knox County, Kentucky * 2263. Laurel County, Kentucky * 2264. Lexington-Fayette urban county, Kentucky * 2265. Louisville/Jefferson County metro government, Kentucky * 2266. Madison County, Kentucky * 2267. Marshall County, Kentucky * 2268. McCracken County, Kentucky * 2269. Muhlenberg County, Kentucky * 2270. Nelson County, Kentucky * 2271. Nicholasville city, Kentucky * 2272. Oldham County, Kentucky * 2273. Owensboro city, Kentucky * 2274. Pike County, Kentucky * 2275. Pulaski County, Kentucky * 2276. Richmond city, Kentucky * 2277. Scott County, Kentucky * 2278. Shelby County, Kentucky * 2279. Warren County, Kentucky * 2280. Whitley County, Kentucky * 2281. Adair County, Kentucky 2282. Allen County, Kentucky 2283. Anderson County, Kentucky 2284. Ashland city, Kentucky 2285. Bardstown city, Kentucky 2286. Bath County, Kentucky 2287. Bell County, Kentucky 2288. Berea city, Kentucky 2289. Bourbon County, Kentucky 2290. Breathitt County, Kentucky 2291. Breckinridge County, Kentucky 2292. Butler County, Kentucky 2293. Caldwell County, Kentucky 2294. Campbellsville city, Kentucky 2295. Carroll County, Kentucky 2296. Carter County, Kentucky 2297. Casey County, Kentucky 2298. Clay County, Kentucky 2299. Clinton County, Kentucky 2300. Danville city, Kentucky 2301. Edmonson County, Kentucky 2302. Erlanger city, Kentucky 2303. Estill County, Kentucky 2304. Fleming County, Kentucky 2305. Fort Thomas city, Kentucky 2306. Frankfort city, Kentucky 2307. Garrard County, Kentucky 2308. Glasgow city, Kentucky 2309. Grant County, Kentucky 2310. Grayson County, Kentucky 2311. Green County, Kentucky 2312. Harlan County, Kentucky 2313. Harrison County, Kentucky 2314. Hart County, Kentucky 2315. Henderson city, Kentucky 2316. Henry County, Kentucky 2317. Independence city, Kentucky 2318. Jackson County, Kentucky 2319. Jeffersontown city, Kentucky 2320. Johnson County, Kentucky 2321. Knott County, Kentucky 2322. Larue County, Kentucky 2323. Lawrence County, Kentucky 2324. Lawrenceburg city, Kentucky 2325. Letcher County, Kentucky 2326. Lewis County, Kentucky 2327. Lincoln County, Kentucky 2328. Logan County, Kentucky 2329. Lyndon city, Kentucky 2330. Madisonville city, Kentucky 2331. Magoffin County, Kentucky 2332. Marion County, Kentucky 2333. Martin County, Kentucky 2334. Mason County, Kentucky 2335. McCreary County, Kentucky 2336. Meade County, Kentucky 2337. Mercer County, Kentucky 2338. Metcalfe County, Kentucky 2339. Monroe County, Kentucky 2340. Montgomery County, Kentucky 2341. Morgan County, Kentucky 2342. Mount Washington city, Kentucky 2343. Murray city, Kentucky 2344. Newport city, Kentucky 2345. Ohio County, Kentucky 2346. Owen County, Kentucky 2347. Paducah city, Kentucky 2348. Pendleton County, Kentucky 2349. Perry County, Kentucky 2350. Powell County, Kentucky 2351. Radcliff city, Kentucky 2352. Rockcastle County, Kentucky 2353. Rowan County, Kentucky 2354. Russell County, Kentucky 2355. Shelbyville city, Kentucky 2356. Shepherdsville city, Kentucky 2357. Shively city, Kentucky 2358. Simpson County, Kentucky 2359. Somerset city, Kentucky 2360. Spencer County, Kentucky 2361. St. Matthews city, Kentucky 2362. Taylor County, Kentucky 2363. Todd County, Kentucky 2364. Trigg County, Kentucky 2365. Union County, Kentucky 2366. Washington County, Kentucky 2367. Wayne County, Kentucky 2368. Webster County, Kentucky 2369. Winchester city, Kentucky 2370. Woodford County, Kentucky 2371. Acadia Parish, Louisiana * 2372. Alexandria city, Louisiana * 2373. Ascension Parish, Louisiana * 2374. Avoyelles Parish, Louisiana * 2375. Baton Rouge city, Louisiana * 2376. Beauregard Parish, Louisiana * 2377. Bossier City city, Louisiana * 2378. Bossier Parish, Louisiana * 2379. Caddo Parish, Louisiana * 2380. Calcasieu Parish, Louisiana * 2381. East Baton Rouge Parish, Louisiana * 2382. Evangeline Parish, Louisiana * 2383. Iberia Parish, Louisiana * 2384. Iberville Parish, Louisiana * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-17 2385. Jefferson Davis Parish, Louisiana * 2386. Jefferson Parish, Louisiana * 2387. Kenner city, Louisiana * 2388. Lafayette city, Louisiana * 2389. Lafayette Parish, Louisiana * 2390. Lafourche Parish, Louisiana * 2391. Lake Charles city, Louisiana * 2392. Lincoln Parish, Louisiana * 2393. Livingston Parish, Louisiana * 2394. Monroe city, Louisiana * 2395. Natchitoches Parish, Louisiana * 2396. New Orleans city / Orleans Parish, Louisiana * 2397. Ouachita Parish, Louisiana * 2398. Rapides Parish, Louisiana * 2399. Shreveport city, Louisiana * 2400. St. Bernard Parish, Louisiana * 2401. St. Charles Parish, Louisiana * 2402. St. John the Baptist Parish, Louisiana * 2403. St. Landry Parish, Louisiana * 2404. St. Martin Parish, Louisiana * 2405. St. Mary Parish, Louisiana * 2406. St. Tammany Parish, Louisiana * 2407. Tangipahoa Parish, Louisiana * 2408. Terrebonne Parish, Louisiana * 2409. Vermilion Parish, Louisiana * 2410. Vernon Parish, Louisiana * 2411. Washington Parish, Louisiana * 2412. Webster Parish, Louisiana * 2413. Abbeville city, Louisiana 2414. Allen Parish, Louisiana 2415. Assumption Parish, Louisiana 2416. Baker city, Louisiana 2417. Bastrop city, Louisiana 2418. Bienville Parish, Louisiana 2419. Bogalusa city, Louisiana 2420. Broussard city, Louisiana 2421. Central city, Louisiana 2422. Claiborne Parish, Louisiana 2423. Concordia Parish, Louisiana 2424. Covington city, Louisiana 2425. Crowley city, Louisiana 2426. De Soto Parish, Louisiana 2427. DeRidder city, Louisiana 2428. East Feliciana Parish, Louisiana 2429. Franklin Parish, Louisiana 2430. Gonzales city, Louisiana 2431. Grant Parish, Louisiana 2432. Gretna city, Louisiana 2433. Hammond city, Louisiana 2434. Jackson Parish, Louisiana 2435. LaSalle Parish, Louisiana 2436. Madison Parish, Louisiana 2437. Mandeville city, Louisiana 2438. Minden city, Louisiana 2439. Morehouse Parish, Louisiana 2440. Morgan City city, Louisiana 2441. Natchitoches city, Louisiana 2442. New Iberia city, Louisiana 2443. Opelousas city, Louisiana 2444. Pineville city, Louisiana 2445. Plaquemines Parish, Louisiana 2446. Pointe Coupee Parish, Louisiana 2447. Richland Parish, Louisiana 2448. Ruston city, Louisiana 2449. Sabine Parish, Louisiana 2450. Slidell city, Louisiana 2451. St. Helena Parish, Louisiana 2452. St. James Parish, Louisiana 2453. Sulphur city, Louisiana 2454. Thibodaux city, Louisiana 2455. Union Parish, Louisiana 2456. West Baton Rouge Parish, Louisiana 2457. West Carroll Parish, Louisiana 2458. West Feliciana Parish, Louisiana 2459. West Monroe city, Louisiana 2460. Winn Parish, Louisiana 2461. Youngsville city, Louisiana 2462. Zachary city, Louisiana 2463. Androscoggin County, Maine * 2464. Aroostook County, Maine * 2465. Bangor city, Maine * 2466. Cumberland County, Maine * 2467. Franklin County, Maine * 2468. Hancock County, Maine * 2469. Kennebec County, Maine * 2470. Knox County, Maine * 2471. Lewiston city, Maine * 2472. Lincoln County, Maine * 2473. Oxford County, Maine * 2474. Penobscot County, Maine * 2475. Portland city, Maine * 2476. Sagadahoc County, Maine * 2477. Somerset County, Maine * 2478. Waldo County, Maine * 2479. Washington County, Maine * 2480. York County, Maine * 2481. Auburn city, Maine 2482. Augusta city, Maine 2483. Biddeford city, Maine 2484. Brunswick town, Maine 2485. Falmouth town, Maine 2486. Gorham town, Maine 2487. Kennebunk town, Maine 2488. Orono town, Maine 2489. Piscataquis County, Maine 2490. Saco city, Maine 2491. Sanford city, Maine 2492. Scarborough town, Maine 2493. South Portland city, Maine 2494. Standish town, Maine 2495. Waterville city, Maine 2496. Wells town, Maine 2497. Westbrook city, Maine 2498. Windham town, Maine 2499. York town, Maine 2500. Allegany County, Maryland * 2501. Annapolis city, Maryland * 2502. Anne Arundel County, Maryland * 2503. Baltimore city, Maryland * 2504. Baltimore County, Maryland * 2505. Bowie city, Maryland * 2506. Calvert County, Maryland * 2507. Caroline County, Maryland * 2508. Carroll County, Maryland * 2509. Cecil County, Maryland * 2510. Charles County, Maryland * 2511. College Park city, Maryland * 2512. Dorchester County, Maryland * 2513. Frederick city, Maryland * 2514. Frederick County, Maryland * 2515. Gaithersburg city, Maryland * 2516. Hagerstown city, Maryland * 2517. Harford County, Maryland * 2518. Howard County, Maryland * 2519. Montgomery County, Maryland * 2520. Prince George's County, Maryland * 2521. Queen Anne's County, Maryland * 2522. Rockville city, Maryland * 2523. Salisbury city, Maryland * 2524. St. Mary's County, Maryland * 2525. Talbot County, Maryland * 2526. Washington County, Maryland * 2527. Wicomico County, Maryland * 2528. Worcester County, Maryland * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-18 2529. Aberdeen city, Maryland 2530. Bel Air town, Maryland 2531. Cambridge city, Maryland 2532. Cumberland city, Maryland 2533. Easton town, Maryland 2534. Elkton town, Maryland 2535. Garrett County, Maryland 2536. Greenbelt city, Maryland 2537. Havre de Grace city, Maryland 2538. Hyattsville city, Maryland 2539. Kent County, Maryland 2540. Laurel city, Maryland 2541. New Carrollton city, Maryland 2542. Somerset County, Maryland 2543. Takoma Park city, Maryland 2544. Westminster city, Maryland 2545. Amherst town, Massachusetts * 2546. Andover town, Massachusetts * 2547. Arlington town, Massachusetts * 2548. Attleboro city, Massachusetts * 2549. Barnstable County, Massachusetts * 2550. Barnstable Town city, Massachusetts * 2551. Beverly city, Massachusetts * 2552. Billerica town, Massachusetts * 2553. Boston city, Massachusetts * 2554. Braintree Town city, Massachusetts * 2555. Bristol County, Massachusetts * 2556. Brockton city, Massachusetts * 2557. Brookline town, Massachusetts * 2558. Cambridge city, Massachusetts * 2559. Chelmsford town, Massachusetts * 2560. Chelsea city, Massachusetts * 2561. Chicopee city, Massachusetts * 2562. Dartmouth town, Massachusetts * 2563. Dracut town, Massachusetts * 2564. Everett city, Massachusetts * 2565. Fall River city, Massachusetts * 2566. Falmouth town, Massachusetts * 2567. Fitchburg city, Massachusetts * 2568. Framingham city, Massachusetts * 2569. Franklin Town city, Massachusetts * 2570. Gloucester city, Massachusetts * 2571. Haverhill city, Massachusetts * 2572. Holyoke city, Massachusetts * 2573. Lawrence city, Massachusetts * 2574. Leominster city, Massachusetts * 2575. Lexington town, Massachusetts * 2576. Lowell city, Massachusetts * 2577. Lynn city, Massachusetts * 2578. Malden city, Massachusetts * 2579. Marlborough city, Massachusetts * 2580. Medford city, Massachusetts * 2581. Methuen Town city, Massachusetts * 2582. Natick town, Massachusetts * 2583. Needham town, Massachusetts * 2584. New Bedford city, Massachusetts * 2585. Newton city, Massachusetts * 2586. Norfolk County, Massachusetts * 2587. North Andover town, Massachusetts * 2588. Peabody city, Massachusetts * 2589. Pittsfield city, Massachusetts * 2590. Plymouth County, Massachusetts * 2591. Plymouth town, Massachusetts * 2592. Quincy city, Massachusetts * 2593. Randolph Town city, Massachusetts * 2594. Revere city, Massachusetts * 2595. Salem city, Massachusetts * 2596. Shrewsbury town, Massachusetts * 2597. Somerville city, Massachusetts * 2598. Springfield city, Massachusetts * 2599. Taunton city, Massachusetts * 2600. Tewksbury town, Massachusetts * 2601. Waltham city, Massachusetts * 2602. Watertown Town city, Massachusetts * 2603. Westfield city, Massachusetts * 2604. Weymouth Town city, Massachusetts * 2605. Woburn city, Massachusetts * 2606. Worcester city, Massachusetts * 2607. Abington town, Massachusetts 2608. Acton town, Massachusetts 2609. Acushnet town, Massachusetts 2610. Agawam Town city, Massachusetts 2611. Amesbury Town city, Massachusetts 2612. Ashland town, Massachusetts 2613. Athol town, Massachusetts 2614. Auburn town, Massachusetts 2615. Bedford town, Massachusetts 2616. Belchertown town, Massachusetts 2617. Bellingham town, Massachusetts 2618. Belmont town, Massachusetts 2619. Bourne town, Massachusetts 2620. Bridgewater Town city, Massachusetts 2621. Burlington town, Massachusetts 2622. Canton town, Massachusetts 2623. Carver town, Massachusetts 2624. Charlton town, Massachusetts 2625. Clinton town, Massachusetts 2626. Concord town, Massachusetts 2627. Danvers town, Massachusetts 2628. Dedham town, Massachusetts 2629. Dennis town, Massachusetts 2630. Dudley town, Massachusetts 2631. Dukes County, Massachusetts 2632. Duxbury town, Massachusetts 2633. East Bridgewater town, Massachusetts 2634. East Longmeadow town, Massachusetts 2635. Easthampton Town city, Massachusetts 2636. Easton town, Massachusetts 2637. Fairhaven town, Massachusetts 2638. Foxborough town, Massachusetts 2639. Gardner city, Massachusetts 2640. Grafton town, Massachusetts AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-19 2641. Greenfield Town city, Massachusetts 2642. Groton town, Massachusetts 2643. Hanover town, Massachusetts 2644. Hanson town, Massachusetts 2645. Harwich town, Massachusetts 2646. Hingham town, Massachusetts 2647. Holbrook town, Massachusetts 2648. Holden town, Massachusetts 2649. Holliston town, Massachusetts 2650. Hopkinton town, Massachusetts 2651. Hudson town, Massachusetts 2652. Hull town, Massachusetts 2653. Ipswich town, Massachusetts 2654. Kingston town, Massachusetts 2655. Lakeville town, Massachusetts 2656. Leicester town, Massachusetts 2657. Littleton town, Massachusetts 2658. Longmeadow town, Massachusetts 2659. Ludlow town, Massachusetts 2660. Lunenburg town, Massachusetts 2661. Lynnfield town, Massachusetts 2662. Mansfield town, Massachusetts 2663. Marblehead town, Massachusetts 2664. Marshfield town, Massachusetts 2665. Mashpee town, Massachusetts 2666. Maynard town, Massachusetts 2667. Medfield town, Massachusetts 2668. Medway town, Massachusetts 2669. Melrose city, Massachusetts 2670. Middleborough town, Massachusetts 2671. Middleton town, Massachusetts 2672. Milford town, Massachusetts 2673. Millbury town, Massachusetts 2674. Milton town, Massachusetts 2675. Nantucket town, Massachusetts 2676. Newburyport city, Massachusetts 2677. Norfolk town, Massachusetts 2678. North Adams city, Massachusetts 2679. North Attleborough town, Massachusetts 2680. North Reading town, Massachusetts 2681. Northampton city, Massachusetts 2682. Northborough town, Massachusetts 2683. Northbridge town, Massachusetts 2684. Norton town, Massachusetts 2685. Norwell town, Massachusetts 2686. Norwood town, Massachusetts 2687. Oxford town, Massachusetts 2688. Palmer Town city, Massachusetts 2689. Pembroke town, Massachusetts 2690. Pepperell town, Massachusetts 2691. Raynham town, Massachusetts 2692. Reading town, Massachusetts 2693. Rehoboth town, Massachusetts 2694. Rockland town, Massachusetts 2695. Sandwich town, Massachusetts 2696. Saugus town, Massachusetts 2697. Scituate town, Massachusetts 2698. Seekonk town, Massachusetts 2699. Sharon town, Massachusetts 2700. Somerset town, Massachusetts 2701. South Hadley town, Massachusetts 2702. Southborough town, Massachusetts 2703. Southbridge Town city, Massachusetts 2704. Spencer town, Massachusetts 2705. Stoneham town, Massachusetts 2706. Stoughton town, Massachusetts 2707. Sudbury town, Massachusetts 2708. Swampscott town, Massachusetts 2709. Swansea town, Massachusetts 2710. Tyngsborough town, Massachusetts 2711. Uxbridge town, Massachusetts 2712. Wakefield town, Massachusetts 2713. Walpole town, Massachusetts 2714. Wareham town, Massachusetts 2715. Wayland town, Massachusetts 2716. Webster town, Massachusetts 2717. Wellesley town, Massachusetts 2718. West Springfield Town city, Massachusetts 2719. Westborough town, Massachusetts 2720. Westford town, Massachusetts 2721. Weston town, Massachusetts 2722. Westport town, Massachusetts 2723. Westwood town, Massachusetts 2724. Whitman town, Massachusetts 2725. Wilbraham town, Massachusetts 2726. Wilmington town, Massachusetts 2727. Winchendon town, Massachusetts 2728. Winchester town, Massachusetts 2729. Winthrop Town city, Massachusetts 2730. Wrentham town, Massachusetts 2731. Yarmouth town, Massachusetts 2732. Allegan County, Michigan * 2733. Ann Arbor city, Michigan * 2734. Barry County, Michigan * 2735. Battle Creek city, Michigan * 2736. Bay City city, Michigan * 2737. Bay County, Michigan * 2738. Bedford township, Michigan * 2739. Berrien County, Michigan * 2740. Bloomfield charter township, Michigan * 2741. Branch County, Michigan * 2742. Brownstown charter township, Michigan * 2743. Calhoun County, Michigan * 2744. Canton charter township, Michigan * 2745. Cass County, Michigan * 2746. Chesterfield township, Michigan * 2747. Chippewa County, Michigan * 2748. Clare County, Michigan * 2749. Clinton charter township, Michigan * 2750. Clinton County, Michigan * 2751. Commerce charter township, Michigan * 2752. Dearborn city, Michigan * 2753. Dearborn Heights city, Michigan * 2754. Delta charter township, Michigan * 2755. Delta County, Michigan * 2756. Detroit city, Michigan * 2757. East Lansing city, Michigan * 2758. Eastpointe city, Michigan * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-20 2759. Eaton County, Michigan * 2760. Emmet County, Michigan * 2761. Farmington Hills city, Michigan * 2762. Flint charter township, Michigan * 2763. Flint city, Michigan * 2764. Genesee County, Michigan * 2765. Georgetown charter township, Michigan * 2766. Grand Blanc charter township, Michigan * 2767. Grand Rapids city, Michigan * 2768. Grand Traverse County, Michigan * 2769. Gratiot County, Michigan * 2770. Hillsdale County, Michigan * 2771. Holland charter township, Michigan * 2772. Holland city, Michigan * 2773. Houghton County, Michigan * 2774. Huron County, Michigan * 2775. Independence charter township, Michigan * 2776. Ingham County, Michigan * 2777. Ionia County, Michigan * 2778. Isabella County, Michigan * 2779. Jackson city, Michigan * 2780. Jackson County, Michigan * 2781. Kalamazoo city, Michigan * 2782. Kalamazoo County, Michigan * 2783. Kent County, Michigan * 2784. Kentwood city, Michigan * 2785. Lansing city, Michigan * 2786. Lapeer County, Michigan * 2787. Lenawee County, Michigan * 2788. Lincoln Park city, Michigan * 2789. Livingston County, Michigan * 2790. Livonia city, Michigan * 2791. Macomb County, Michigan * 2792. Macomb township, Michigan * 2793. Marquette County, Michigan * 2794. Mecosta County, Michigan * 2795. Meridian charter township, Michigan * 2796. Midland city, Michigan * 2797. Midland County, Michigan * 2798. Monroe County, Michigan * 2799. Montcalm County, Michigan * 2800. Muskegon city, Michigan * 2801. Muskegon County, Michigan * 2802. Newaygo County, Michigan * 2803. Novi city, Michigan * 2804. Oakland County, Michigan * 2805. Orion charter township, Michigan * 2806. Ottawa County, Michigan * 2807. Pittsfield charter township, Michigan * 2808. Plainfield charter township, Michigan * 2809. Pontiac city, Michigan * 2810. Portage city, Michigan * 2811. Redford charter township, Michigan * 2812. Rochester Hills city, Michigan * 2813. Roseville city, Michigan * 2814. Royal Oak city, Michigan * 2815. Saginaw charter township, Michigan * 2816. Saginaw city, Michigan * 2817. Saginaw County, Michigan * 2818. Sanilac County, Michigan * 2819. Shelby charter township, Michigan * 2820. Shiawassee County, Michigan * 2821. Southfield city, Michigan * 2822. St. Clair County, Michigan * 2823. St. Clair Shores city, Michigan * 2824. St. Joseph County, Michigan * 2825. Sterling Heights city, Michigan * 2826. Taylor city, Michigan * 2827. Troy city, Michigan * 2828. Tuscola County, Michigan * 2829. Van Buren County, Michigan * 2830. Warren city, Michigan * 2831. Washtenaw County, Michigan * 2832. Waterford charter township, Michigan * 2833. Wayne County, Michigan * 2834. West Bloomfield charter township, Michigan * 2835. Westland city, Michigan * 2836. Wexford County, Michigan * 2837. White Lake charter township, Michigan * 2838. Wyoming city, Michigan * 2839. Ypsilanti charter township, Michigan * 2840. Ada township, Michigan 2841. Adrian city, Michigan 2842. Alcona County, Michigan 2843. Algoma township, Michigan 2844. Allen Park city, Michigan 2845. Allendale charter township, Michigan 2846. Alpena County, Michigan 2847. Alpine township, Michigan 2848. Antrim County, Michigan 2849. Antwerp township, Michigan 2850. Arenac County, Michigan 2851. Auburn Hills city, Michigan 2852. Bangor charter township, Michigan 2853. Bath charter township, Michigan 2854. Benton charter township, Michigan 2855. Benzie County, Michigan 2856. Berkley city, Michigan 2857. Beverly Hills village, Michigan 2858. Big Rapids city, Michigan 2859. Birmingham city, Michigan 2860. Blackman charter township, Michigan 2861. Brandon charter township, Michigan 2862. Brighton township, Michigan 2863. Burton city, Michigan 2864. Byron township, Michigan 2865. Cadillac city, Michigan 2866. Caledonia township, Michigan 2867. Cannon township, Michigan 2868. Cascade charter township, Michigan 2869. Charlevoix County, Michigan 2870. Cheboygan County, Michigan 2871. Clawson city, Michigan 2872. Coldwater city, Michigan 2873. Comstock charter township, Michigan 2874. Cooper charter township, Michigan 2875. Crawford County, Michigan 2876. Davison township, Michigan 2877. Delhi charter township, Michigan 2878. DeWitt charter township, Michigan 2879. Dickinson County, Michigan 2880. East Bay township, Michigan 2881. East Grand Rapids city, Michigan 2882. Egelston township, Michigan AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-21 2883. Emmett charter township, Michigan 2884. Escanaba city, Michigan 2885. Farmington city, Michigan 2886. Fenton charter township, Michigan 2887. Fenton city, Michigan 2888. Ferndale city, Michigan 2889. Flat Rock city, Michigan 2890. Flushing charter township, Michigan 2891. Fort Gratiot charter township, Michigan 2892. Fraser city, Michigan 2893. Frenchtown township, Michigan 2894. Fruitport charter township, Michigan 2895. Gaines charter township, Michigan 2896. Garden City city, Michigan 2897. Garfield charter township, Michigan 2898. Genesee charter township, Michigan 2899. Genoa township, Michigan 2900. Gladwin County, Michigan 2901. Gogebic County, Michigan 2902. Grand Haven charter township, Michigan 2903. Grand Haven city, Michigan 2904. Grand Rapids charter township, Michigan 2905. Grandville city, Michigan 2906. Green Oak township, Michigan 2907. Grosse Ile township, Michigan 2908. Grosse Pointe Park city, Michigan 2909. Grosse Pointe Woods city, Michigan 2910. Hamburg township, Michigan 2911. Hamtramck city, Michigan 2912. Harper Woods city, Michigan 2913. Harrison charter township, Michigan 2914. Hartland township, Michigan 2915. Hazel Park city, Michigan 2916. Highland charter township, Michigan 2917. Highland Park city, Michigan 2918. Holly township, Michigan 2919. Huron charter township, Michigan 2920. Inkster city, Michigan 2921. Ionia city, Michigan 2922. Iosco County, Michigan 2923. Iron County, Michigan 2924. Kalamazoo charter township, Michigan 2925. Kalkaska County, Michigan 2926. Lake County, Michigan 2927. Leelanau County, Michigan 2928. Lenox township, Michigan 2929. Leoni township, Michigan 2930. Lincoln charter township, Michigan 2931. Lyon charter township, Michigan 2932. Mackinac County, Michigan 2933. Madison Heights city, Michigan 2934. Manistee County, Michigan 2935. Marion township, Michigan 2936. Marquette city, Michigan 2937. Mason County, Michigan 2938. Melvindale city, Michigan 2939. Menominee County, Michigan 2940. Milford charter township, Michigan 2941. Missaukee County, Michigan 2942. Monitor charter township, Michigan 2943. Monroe charter township, Michigan 2944. Monroe city, Michigan 2945. Mount Clemens city, Michigan 2946. Mount Morris township, Michigan 2947. Mount Pleasant city, Michigan 2948. Mundy township, Michigan 2949. Muskegon charter township, Michigan 2950. Muskegon Heights city, Michigan 2951. New Baltimore city, Michigan 2952. Niles city, Michigan 2953. Niles township, Michigan 2954. Northville township, Michigan 2955. Norton Shores city, Michigan 2956. Oak Park city, Michigan 2957. Oakland charter township, Michigan 2958. Oceana County, Michigan 2959. Oceola township, Michigan 2960. Ogemaw County, Michigan 2961. Osceola County, Michigan 2962. Oshtemo charter township, Michigan 2963. Otsego County, Michigan 2964. Owosso city, Michigan 2965. Oxford charter township, Michigan 2966. Park township, Michigan 2967. Plymouth charter township, Michigan 2968. Port Huron charter township, Michigan 2969. Port Huron city, Michigan 2970. Presque Isle County, Michigan 2971. Riverview city, Michigan 2972. Rochester city, Michigan 2973. Romulus city, Michigan 2974. Roscommon County, Michigan 2975. Sault Ste. Marie city, Michigan 2976. Scio township, Michigan 2977. South Lyon city, Michigan 2978. Southfield township, Michigan 2979. Southgate city, Michigan 2980. Spring Lake township, Michigan 2981. Springfield charter township, Michigan 2982. Sturgis city, Michigan 2983. Summit township, Michigan 2984. Superior charter township, Michigan 2985. Texas charter township, Michigan 2986. Thomas township, Michigan 2987. Traverse City city, Michigan 2988. Trenton city, Michigan 2989. Tyrone township, Michigan 2990. Union charter township, Michigan 2991. Van Buren charter township, Michigan 2992. Vienna charter township, Michigan 2993. Walker city, Michigan 2994. Washington township, Michigan 2995. Wayne city, Michigan 2996. Wixom city, Michigan 2997. Woodhaven city, Michigan 2998. Wyandotte city, Michigan 2999. Ypsilanti city, Michigan 3000. Zeeland charter township, Michigan 3001. Andover city, Minnesota * 3002. Anoka County, Minnesota * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-22 3003. Apple Valley city, Minnesota * 3004. Becker County, Minnesota * 3005. Beltrami County, Minnesota * 3006. Benton County, Minnesota * 3007. Blaine city, Minnesota * 3008. Bloomington city, Minnesota * 3009. Blue Earth County, Minnesota * 3010. Brooklyn Center city, Minnesota * 3011. Brooklyn Park city, Minnesota * 3012. Burnsville city, Minnesota * 3013. Carlton County, Minnesota * 3014. Carver County, Minnesota * 3015. Chisago County, Minnesota * 3016. Clay County, Minnesota * 3017. Coon Rapids city, Minnesota * 3018. Cottage Grove city, Minnesota * 3019. Crow Wing County, Minnesota * 3020. Dakota County, Minnesota * 3021. Douglas County, Minnesota * 3022. Duluth city, Minnesota * 3023. Eagan city, Minnesota * 3024. Eden Prairie city, Minnesota * 3025. Edina city, Minnesota * 3026. Freeborn County, Minnesota * 3027. Goodhue County, Minnesota * 3028. Hennepin County, Minnesota * 3029. Inver Grove Heights city, Minnesota * 3030. Isanti County, Minnesota * 3031. Itasca County, Minnesota * 3032. Kandiyohi County, Minnesota * 3033. Lakeville city, Minnesota * 3034. Mankato city, Minnesota * 3035. Maple Grove city, Minnesota * 3036. Maplewood city, Minnesota * 3037. McLeod County, Minnesota * 3038. Minneapolis city, Minnesota * 3039. Minnetonka city, Minnesota * 3040. Moorhead city, Minnesota * 3041. Morrison County, Minnesota * 3042. Mower County, Minnesota * 3043. Nicollet County, Minnesota * 3044. Olmsted County, Minnesota * 3045. Otter Tail County, Minnesota * 3046. Plymouth city, Minnesota * 3047. Polk County, Minnesota * 3048. Ramsey County, Minnesota * 3049. Rice County, Minnesota * 3050. Richfield city, Minnesota * 3051. Rochester city, Minnesota * 3052. Roseville city, Minnesota * 3053. Savage city, Minnesota * 3054. Scott County, Minnesota * 3055. Shakopee city, Minnesota * 3056. Sherburne County, Minnesota * 3057. St. Cloud city, Minnesota * 3058. St. Louis County, Minnesota * 3059. St. Louis Park city, Minnesota * 3060. St. Paul city, Minnesota * 3061. Stearns County, Minnesota * 3062. Steele County, Minnesota * 3063. Washington County, Minnesota * 3064. Winona County, Minnesota * 3065. Woodbury city, Minnesota * 3066. Wright County, Minnesota * 3067. Aitkin County, Minnesota 3068. Albert Lea city, Minnesota 3069. Alexandria city, Minnesota 3070. Anoka city, Minnesota 3071. Arden Hills city, Minnesota 3072. Austin city, Minnesota 3073. Bemidji city, Minnesota 3074. Big Lake city, Minnesota 3075. Brainerd city, Minnesota 3076. Brown County, Minnesota 3077. Buffalo city, Minnesota 3078. Cass County, Minnesota 3079. Champlin city, Minnesota 3080. Chanhassen city, Minnesota 3081. Chaska city, Minnesota 3082. Chippewa County, Minnesota 3083. Cloquet city, Minnesota 3084. Columbia Heights city, Minnesota 3085. Cottonwood County, Minnesota 3086. Crystal city, Minnesota 3087. Dodge County, Minnesota 3088. East Bethel city, Minnesota 3089. Elk River city, Minnesota 3090. Fairmont city, Minnesota 3091. Faribault city, Minnesota 3092. Faribault County, Minnesota 3093. Farmington city, Minnesota 3094. Fergus Falls city, Minnesota 3095. Fillmore County, Minnesota 3096. Forest Lake city, Minnesota 3097. Fridley city, Minnesota 3098. Golden Valley city, Minnesota 3099. Grand Rapids city, Minnesota 3100. Ham Lake city, Minnesota 3101. Hastings city, Minnesota 3102. Hibbing city, Minnesota 3103. Hopkins city, Minnesota 3104. Houston County, Minnesota 3105. Hubbard County, Minnesota 3106. Hugo city, Minnesota 3107. Hutchinson city, Minnesota 3108. Kanabec County, Minnesota 3109. Koochiching County, Minnesota 3110. Lake County, Minnesota 3111. Le Sueur County, Minnesota 3112. Lino Lakes city, Minnesota 3113. Little Canada city, Minnesota 3114. Lyon County, Minnesota 3115. Marshall city, Minnesota 3116. Martin County, Minnesota 3117. Meeker County, Minnesota 3118. Mendota Heights city, Minnesota 3119. Mille Lacs County, Minnesota 3120. Monticello city, Minnesota 3121. Mounds View city, Minnesota 3122. New Brighton city, Minnesota 3123. New Hope city, Minnesota 3124. New Ulm city, Minnesota 3125. Nobles County, Minnesota 3126. North Branch city, Minnesota 3127. North Mankato city, Minnesota 3128. North St. Paul city, Minnesota 3129. Northfield city, Minnesota 3130. Oakdale city, Minnesota 3131. Otsego city, Minnesota 3132. Owatonna city, Minnesota 3133. Pennington County, Minnesota 3134. Pine County, Minnesota 3135. Pope County, Minnesota 3136. Prior Lake city, Minnesota 3137. Ramsey city, Minnesota 3138. Red Wing city, Minnesota 3139. Redwood County, Minnesota 3140. Renville County, Minnesota 3141. Robbinsdale city, Minnesota 3142. Rogers city, Minnesota 3143. Roseau County, Minnesota 3144. Rosemount city, Minnesota 3145. Sartell city, Minnesota 3146. Sauk Rapids city, Minnesota 3147. Shoreview city, Minnesota AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-23 3148. Sibley County, Minnesota 3149. South St. Paul city, Minnesota 3150. St. Michael city, Minnesota 3151. St. Peter city, Minnesota 3152. Stillwater city, Minnesota 3153. Todd County, Minnesota 3154. Vadnais Heights city, Minnesota 3155. Victoria city, Minnesota 3156. Wabasha County, Minnesota 3157. Waconia city, Minnesota 3158. Wadena County, Minnesota 3159. Waseca County, Minnesota 3160. Watonwan County, Minnesota 3161. West St. Paul city, Minnesota 3162. White Bear Lake city, Minnesota 3163. White Bear township, Minnesota 3164. Willmar city, Minnesota 3165. Winona city, Minnesota 3166. Worthington city, Minnesota 3167. Adams County, Mississippi * 3168. Alcorn County, Mississippi * 3169. Biloxi city, Mississippi * 3170. Bolivar County, Mississippi * 3171. DeSoto County, Mississippi * 3172. Forrest County, Mississippi * 3173. Gulfport city, Mississippi * 3174. Hancock County, Mississippi * 3175. Harrison County, Mississippi * 3176. Hattiesburg city, Mississippi * 3177. Hinds County, Mississippi * 3178. Jackson city, Mississippi * 3179. Jackson County, Mississippi * 3180. Jones County, Mississippi * 3181. Lafayette County, Mississippi * 3182. Lamar County, Mississippi * 3183. Lauderdale County, Mississippi * 3184. Lee County, Mississippi * 3185. Lincoln County, Mississippi * 3186. Lowndes County, Mississippi * 3187. Madison County, Mississippi * 3188. Marshall County, Mississippi * 3189. Meridian city, Mississippi * 3190. Monroe County, Mississippi * 3191. Oktibbeha County, Mississippi * 3192. Olive Branch city, Mississippi * 3193. Panola County, Mississippi * 3194. Pearl River County, Mississippi * 3195. Pike County, Mississippi * 3196. Pontotoc County, Mississippi * 3197. Rankin County, Mississippi * 3198. Southaven city, Mississippi * 3199. Tupelo city, Mississippi * 3200. Warren County, Mississippi * 3201. Washington County, Mississippi * 3202. Amite County, Mississippi 3203. Attala County, Mississippi 3204. Bay St. Louis city, Mississippi 3205. Brandon city, Mississippi 3206. Brookhaven city, Mississippi 3207. Byram city, Mississippi 3208. Calhoun County, Mississippi 3209. Canton city, Mississippi 3210. Chickasaw County, Mississippi 3211. Clarke County, Mississippi 3212. Clarksdale city, Mississippi 3213. Clay County, Mississippi 3214. Cleveland city, Mississippi 3215. Clinton city, Mississippi 3216. Coahoma County, Mississippi 3217. Columbus city, Mississippi 3218. Copiah County, Mississippi 3219. Corinth city, Mississippi 3220. Covington County, Mississippi 3221. D'Iberville city, Mississippi 3222. Gautier city, Mississippi 3223. George County, Mississippi 3224. Greene County, Mississippi 3225. Greenville city, Mississippi 3226. Greenwood city, Mississippi 3227. Grenada city, Mississippi 3228. Grenada County, Mississippi 3229. Hernando city, Mississippi 3230. Holmes County, Mississippi 3231. Horn Lake city, Mississippi 3232. Itawamba County, Mississippi 3233. Jasper County, Mississippi 3234. Jefferson Davis County, Mississippi 3235. Laurel city, Mississippi 3236. Lawrence County, Mississippi 3237. Leake County, Mississippi 3238. Leflore County, Mississippi 3239. Long Beach city, Mississippi 3240. Madison city, Mississippi 3241. Marion County, Mississippi 3242. McComb city, Mississippi 3243. Moss Point city, Mississippi 3244. Natchez city, Mississippi 3245. Neshoba County, Mississippi 3246. Newton County, Mississippi 3247. Noxubee County, Mississippi 3248. Ocean Springs city, Mississippi 3249. Oxford city, Mississippi 3250. Pascagoula city, Mississippi 3251. Pearl city, Mississippi 3252. Perry County, Mississippi 3253. Petal city, Mississippi 3254. Picayune city, Mississippi 3255. Prentiss County, Mississippi 3256. Ridgeland city, Mississippi 3257. Scott County, Mississippi 3258. Simpson County, Mississippi 3259. Smith County, Mississippi 3260. Starkville city, Mississippi 3261. Stone County, Mississippi 3262. Sunflower County, Mississippi 3263. Tallahatchie County, Mississippi 3264. Tate County, Mississippi 3265. Tippah County, Mississippi 3266. Tishomingo County, Mississippi 3267. Union County, Mississippi 3268. Vicksburg city, Mississippi 3269. Walthall County, Mississippi 3270. Wayne County, Mississippi 3271. West Point city, Mississippi 3272. Winston County, Mississippi 3273. Yalobusha County, Mississippi 3274. Yazoo City city, Mississippi 3275. Yazoo County, Mississippi 3276. Ballwin city, Missouri * 3277. Barry County, Missouri * 3278. Blue Springs city, Missouri * 3279. Boone County, Missouri * 3280. Buchanan County, Missouri * 3281. Butler County, Missouri * 3282. Callaway County, Missouri * 3283. Camden County, Missouri * 3284. Cape Girardeau city, Missouri * 3285. Cape Girardeau County, Missouri * 3286. Cass County, Missouri * 3287. Chesterfield city, Missouri * 3288. Christian County, Missouri * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-24 3289. Clay County, Missouri * 3290. Cole County, Missouri * 3291. Columbia city, Missouri * 3292. Florissant city, Missouri * 3293. Franklin County, Missouri * 3294. Greene County, Missouri * 3295. Howell County, Missouri * 3296. Independence city, Missouri * 3297. Jackson County, Missouri * 3298. Jasper County, Missouri * 3299. Jefferson City city, Missouri * 3300. Jefferson County, Missouri * 3301. Johnson County, Missouri * 3302. Joplin city, Missouri * 3303. Kansas City city, Missouri * 3304. Laclede County, Missouri * 3305. Lafayette County, Missouri * 3306. Lawrence County, Missouri * 3307. Lee's Summit city, Missouri * 3308. Liberty city, Missouri * 3309. Lincoln County, Missouri * 3310. Newton County, Missouri * 3311. O'Fallon city, Missouri * 3312. Pettis County, Missouri * 3313. Phelps County, Missouri * 3314. Platte County, Missouri * 3315. Polk County, Missouri * 3316. Pulaski County, Missouri * 3317. Scott County, Missouri * 3318. Springfield city, Missouri * 3319. St. Charles city, Missouri * 3320. St. Charles County, Missouri * 3321. St. Francois County, Missouri * 3322. St. Joseph city, Missouri * 3323. St. Louis city, Missouri * 3324. St. Louis County, Missouri * 3325. St. Peters city, Missouri * 3326. Stone County, Missouri * 3327. Taney County, Missouri * 3328. University City city, Missouri * 3329. Warren County, Missouri * 3330. Webster County, Missouri * 3331. Wentzville city, Missouri * 3332. Wildwood city, Missouri * 3333. Adair County, Missouri 3334. Andrew County, Missouri 3335. Arnold city, Missouri 3336. Audrain County, Missouri 3337. Barton County, Missouri 3338. Bates County, Missouri 3339. Bellefontaine Neighbors city, Missouri 3340. Belton city, Missouri 3341. Benton County, Missouri 3342. Bolivar city, Missouri 3343. Bollinger County, Missouri 3344. Branson city, Missouri 3345. Bridgeton city, Missouri 3346. Carthage city, Missouri 3347. Cedar County, Missouri 3348. Clayton city, Missouri 3349. Clinton County, Missouri 3350. Cooper County, Missouri 3351. Crawford County, Missouri 3352. Crestwood city, Missouri 3353. Creve Coeur city, Missouri 3354. Dallas County, Missouri 3355. Dardenne Prairie city, Missouri 3356. DeKalb County, Missouri 3357. Dent County, Missouri 3358. Douglas County, Missouri 3359. Dunklin County, Missouri 3360. Eureka city, Missouri 3361. Excelsior Springs city, Missouri 3362. Farmington city, Missouri 3363. Ferguson city, Missouri 3364. Festus city, Missouri 3365. Fulton city, Missouri 3366. Gasconade County, Missouri 3367. Gladstone city, Missouri 3368. Grain Valley city, Missouri 3369. Grandview city, Missouri 3370. Hannibal city, Missouri 3371. Harrisonville city, Missouri 3372. Hazelwood city, Missouri 3373. Henry County, Missouri 3374. Howard County, Missouri 3375. Independence township, Missouri 3376. Iron County, Missouri 3377. Jackson city, Missouri 3378. Jennings city, Missouri 3379. Kearney city, Missouri 3380. Kennett city, Missouri 3381. Kirksville city, Missouri 3382. Kirkwood city, Missouri 3383. Lake St. Louis city, Missouri 3384. Lebanon city, Missouri 3385. Liberty township, Missouri 3386. Linn County, Missouri 3387. Livingston County, Missouri 3388. Macon County, Missouri 3389. Madison County, Missouri 3390. Manchester city, Missouri 3391. Marion County, Missouri 3392. Marshall city, Missouri 3393. Maryland Heights city, Missouri 3394. Maryville city, Missouri 3395. McDonald County, Missouri 3396. Mexico city, Missouri 3397. Miller County, Missouri 3398. Mississippi County, Missouri 3399. Moberly city, Missouri 3400. Moniteau County, Missouri 3401. Montgomery County, Missouri 3402. Morgan County, Missouri 3403. Neosho city, Missouri 3404. New Madrid County, Missouri 3405. Nixa city, Missouri 3406. Nodaway County, Missouri 3407. Oregon County, Missouri 3408. Osage County, Missouri 3409. Overland city, Missouri 3410. Ozark city, Missouri 3411. Pemiscot County, Missouri 3412. Perry County, Missouri 3413. Pike County, Missouri 3414. Polk township, Missouri 3415. Poplar Bluff city, Missouri 3416. Ralls County, Missouri 3417. Randolph County, Missouri 3418. Ray County, Missouri 3419. Raymore city, Missouri 3420. Raytown city, Missouri 3421. Republic city, Missouri 3422. Ripley County, Missouri 3423. Rolla city, Missouri 3424. Saline County, Missouri 3425. Sedalia city, Missouri 3426. Sikeston city, Missouri 3427. Smithville city, Missouri 3428. St. Ann city, Missouri 3429. Ste. Genevieve County, Missouri 3430. Stoddard County, Missouri 3431. Texas County, Missouri 3432. Town and Country city, Missouri 3433. Troy city, Missouri 3434. Union city, Missouri 3435. Vernon County, Missouri 3436. Warrensburg city, Missouri 3437. Washington city, Missouri 3438. Washington County, Missouri 3439. Wayne County, Missouri 3440. Webb City city, Missouri 3441. Webster Groves city, Missouri 3442. West Plains city, Missouri 3443. Wright County, Missouri 3444. Billings city, Montana * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-25 3445. Bozeman city, Montana * 3446. Butte-Silver Bow, Montana * 3447. Cascade County, Montana * 3448. Flathead County, Montana * 3449. Gallatin County, Montana * 3450. Great Falls city, Montana * 3451. Helena city, Montana * 3452. Lake County, Montana * 3453. Lewis and Clark County, Montana * 3454. Missoula city, Montana * 3455. Missoula County, Montana * 3456. Ravalli County, Montana * 3457. Yellowstone County, Montana * 3458. Big Horn County, Montana 3459. Carbon County, Montana 3460. Custer County, Montana 3461. Fergus County, Montana 3462. Glacier County, Montana 3463. Hill County, Montana 3464. Jefferson County, Montana 3465. Kalispell city, Montana 3466. Lincoln County, Montana 3467. Park County, Montana 3468. Richland County, Montana 3469. Roosevelt County, Montana 3470. Sanders County, Montana 3471. Adams County, Nebraska * 3472. Bellevue city, Nebraska * 3473. Buffalo County, Nebraska * 3474. Dodge County, Nebraska * 3475. Douglas County, Nebraska * 3476. Grand Island city, Nebraska * 3477. Hall County, Nebraska * 3478. Kearney city, Nebraska * 3479. Lancaster County, Nebraska * 3480. Lincoln city, Nebraska * 3481. Lincoln County, Nebraska * 3482. Madison County, Nebraska * 3483. Omaha city, Nebraska * 3484. Platte County, Nebraska * 3485. Sarpy County, Nebraska * 3486. Scotts Bluff County, Nebraska * 3487. Beatrice city, Nebraska 3488. Box Butte County, Nebraska 3489. Cass County, Nebraska 3490. Colfax County, Nebraska 3491. Columbus city, Nebraska 3492. Custer County, Nebraska 3493. Dakota County, Nebraska 3494. Dawson County, Nebraska 3495. Fremont city, Nebraska 3496. Gage County, Nebraska 3497. Hastings city, Nebraska 3498. Holt County, Nebraska 3499. La Vista city, Nebraska 3500. Lexington city, Nebraska 3501. Norfolk city, Nebraska 3502. North Platte city, Nebraska 3503. Otoe County, Nebraska 3504. Papillion city, Nebraska 3505. Red Willow County, Nebraska 3506. Saline County, Nebraska 3507. Saunders County, Nebraska 3508. Scottsbluff city, Nebraska 3509. Seward County, Nebraska 3510. South Sioux City city, Nebraska 3511. Washington County, Nebraska 3512. York County, Nebraska 3513. Carson City, Nevada * 3514. Clark County, Nevada * 3515. Douglas County, Nevada * 3516. Elko County, Nevada * 3517. Henderson city, Nevada * 3518. Las Vegas city, Nevada * 3519. Lyon County, Nevada * 3520. North Las Vegas city, Nevada * 3521. Nye County, Nevada * 3522. Reno city, Nevada * 3523. Sparks city, Nevada * 3524. Washoe County, Nevada * 3525. Boulder City city, Nevada 3526. Churchill County, Nevada 3527. Elko city, Nevada 3528. Fernley city, Nevada 3529. Humboldt County, Nevada 3530. Mesquite city, Nevada 3531. Belknap County, New Hampshire * 3532. Carroll County, New Hampshire * 3533. Cheshire County, New Hampshire * 3534. Concord city, New Hampshire * 3535. Coos County, New Hampshire * 3536. Derry town, New Hampshire * 3537. Dover city, New Hampshire * 3538. Grafton County, New Hampshire * 3539. Hillsborough County, New Hampshire * 3540. Manchester city, New Hampshire * 3541. Merrimack County, New Hampshire * 3542. Nashua city, New Hampshire * 3543. Rochester city, New Hampshire * 3544. Rockingham County, New Hampshire * 3545. Strafford County, New Hampshire * 3546. Sullivan County, New Hampshire * 3547. Amherst town, New Hampshire 3548. Bedford town, New Hampshire 3549. Berlin city, New Hampshire 3550. Claremont city, New Hampshire 3551. Conway town, New Hampshire 3552. Durham town, New Hampshire 3553. Exeter town, New Hampshire 3554. Goffstown town, New Hampshire 3555. Hampton town, New Hampshire 3556. Hanover town, New Hampshire 3557. Hooksett town, New Hampshire 3558. Hudson town, New Hampshire 3559. Keene city, New Hampshire 3560. Laconia city, New Hampshire 3561. Lebanon city, New Hampshire 3562. Londonderry town, New Hampshire 3563. Merrimack town, New Hampshire 3564. Milford town, New Hampshire 3565. Pelham town, New Hampshire 3566. Portsmouth city, New Hampshire 3567. Raymond town, New Hampshire 3568. Salem town, New Hampshire 3569. Somersworth city, New Hampshire 3570. Windham town, New Hampshire 3571. Atlantic City city, New Jersey * 3572. Atlantic County, New Jersey * 3573. Bayonne city, New Jersey * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-26 3574. Belleville township, New Jersey * 3575. Bergen County, New Jersey * 3576. Berkeley township, New Jersey * 3577. Bloomfield township, New Jersey * 3578. Brick township, New Jersey * 3579. Bridgewater township, New Jersey * 3580. Burlington County, New Jersey * 3581. Camden city, New Jersey * 3582. Camden County, New Jersey * 3583. Cape May County, New Jersey * 3584. Cherry Hill township, New Jersey * 3585. City of Orange township, New Jersey * 3586. Clifton city, New Jersey * 3587. Cumberland County, New Jersey * 3588. Deptford township, New Jersey * 3589. East Brunswick township, New Jersey * 3590. East Orange city, New Jersey * 3591. Edison township, New Jersey * 3592. Egg Harbor township, New Jersey * 3593. Elizabeth city, New Jersey * 3594. Essex County, New Jersey * 3595. Evesham township, New Jersey * 3596. Ewing township, New Jersey * 3597. Fair Lawn borough, New Jersey * 3598. Fort Lee borough, New Jersey * 3599. Franklin township, New Jersey * 3600. Freehold township, New Jersey * 3601. Galloway township, New Jersey * 3602. Garfield city, New Jersey * 3603. Gloucester County, New Jersey * 3604. Gloucester township, New Jersey * 3605. Hackensack city, New Jersey * 3606. Hamilton township, New Jersey * 3607. Hillsborough township, New Jersey * 3608. Hoboken city, New Jersey * 3609. Howell township, New Jersey * 3610. Hudson County, New Jersey * 3611. Hunterdon County, New Jersey * 3612. Irvington township, New Jersey * 3613. Jackson township, New Jersey * 3614. Jersey City city, New Jersey * 3615. Kearny town, New Jersey * 3616. Lakewood township, New Jersey * 3617. Lawrence township, New Jersey * 3618. Linden city, New Jersey * 3619. Livingston township, New Jersey * 3620. Long Branch city, New Jersey * 3621. Manalapan township, New Jersey * 3622. Manchester township, New Jersey * 3623. Marlboro township, New Jersey * 3624. Mercer County, New Jersey * 3625. Middlesex County, New Jersey * 3626. Middletown township, New Jersey * 3627. Monmouth County, New Jersey * 3628. Monroe township, New Jersey * 3629. Monroe township, New Jersey * 3630. Montclair township, New Jersey * 3631. Morris County, New Jersey * 3632. Mount Laurel township, New Jersey * 3633. New Brunswick city, New Jersey * 3634. Newark city, New Jersey * 3635. North Bergen township, New Jersey * 3636. North Brunswick township, New Jersey * 3637. Ocean County, New Jersey * 3638. Old Bridge township, New Jersey * 3639. Parsippany-Troy Hills township, New Jersey * 3640. Passaic city, New Jersey * 3641. Passaic County, New Jersey * 3642. Paterson city, New Jersey * 3643. Pennsauken township, New Jersey * 3644. Perth Amboy city, New Jersey * 3645. Piscataway township, New Jersey * 3646. Plainfield city, New Jersey * 3647. Princeton, New Jersey * 3648. Salem County, New Jersey * 3649. Sayreville borough, New Jersey * 3650. Somerset County, New Jersey * 3651. South Brunswick township, New Jersey * 3652. Sussex County, New Jersey * 3653. Teaneck township, New Jersey * 3654. Toms River township, New Jersey * 3655. Trenton city, New Jersey * 3656. Union City city, New Jersey * 3657. Union County, New Jersey * 3658. Union township, New Jersey * 3659. Vineland city, New Jersey * 3660. Warren County, New Jersey * 3661. Washington township, New Jersey * 3662. Wayne township, New Jersey * 3663. West New York town, New Jersey * 3664. West Orange township, New Jersey * 3665. Willingboro township, New Jersey * 3666. Winslow township, New Jersey * 3667. Woodbridge township, New Jersey * 3668. Aberdeen township, New Jersey 3669. Asbury Park city, New Jersey 3670. Barnegat township, New Jersey 3671. Beachwood borough, New Jersey AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-27 3672. Bellmawr borough, New Jersey 3673. Bergenfield borough, New Jersey 3674. Berkeley Heights township, New Jersey 3675. Bernards township, New Jersey 3676. Bordentown township, New Jersey 3677. Bound Brook borough, New Jersey 3678. Branchburg township, New Jersey 3679. Bridgeton city, New Jersey 3680. Burlington township, New Jersey 3681. Carteret borough, New Jersey 3682. Cedar Grove township, New Jersey 3683. Chatham township, New Jersey 3684. Cinnaminson township, New Jersey 3685. Clark township, New Jersey 3686. Cliffside Park borough, New Jersey 3687. Clinton township, New Jersey 3688. Collingswood borough, New Jersey 3689. Cranford township, New Jersey 3690. Delran township, New Jersey 3691. Denville township, New Jersey 3692. Dover town, New Jersey 3693. Dumont borough, New Jersey 3694. East Greenwich township, New Jersey 3695. East Hanover township, New Jersey 3696. East Windsor township, New Jersey 3697. Eatontown borough, New Jersey 3698. Edgewater borough, New Jersey 3699. Elmwood Park borough, New Jersey 3700. Englewood city, New Jersey 3701. Fairview borough, New Jersey 3702. Florence township, New Jersey 3703. Florham Park borough, New Jersey 3704. Franklin Lakes borough, New Jersey 3705. Franklin township, New Jersey 3706. Freehold borough, New Jersey 3707. Glassboro borough, New Jersey 3708. Glen Rock borough, New Jersey 3709. Gloucester City city, New Jersey 3710. Guttenberg town, New Jersey 3711. Haddon township, New Jersey 3712. Haddonfield borough, New Jersey 3713. Hamilton township, New Jersey 3714. Hammonton town, New Jersey 3715. Hanover township, New Jersey 3716. Harrison town, New Jersey 3717. Harrison township, New Jersey 3718. Hasbrouck Heights borough, New Jersey 3719. Hawthorne borough, New Jersey 3720. Hazlet township, New Jersey 3721. Highland Park borough, New Jersey 3722. Hillsdale borough, New Jersey 3723. Hillside township, New Jersey 3724. Holmdel township, New Jersey 3725. Hopatcong borough, New Jersey 3726. Hopewell township, New Jersey 3727. Jefferson township, New Jersey 3728. Lacey township, New Jersey 3729. Lincoln Park borough, New Jersey 3730. Lindenwold borough, New Jersey 3731. Little Egg Harbor township, New Jersey 3732. Little Falls township, New Jersey 3733. Little Ferry borough, New Jersey 3734. Lodi borough, New Jersey 3735. Lower township, New Jersey 3736. Lumberton township, New Jersey 3737. Lyndhurst township, New Jersey 3738. Madison borough, New Jersey 3739. Mahwah township, New Jersey 3740. Mantua township, New Jersey 3741. Manville borough, New Jersey 3742. Maple Shade township, New Jersey 3743. Maplewood township, New Jersey 3744. Medford township, New Jersey 3745. Metuchen borough, New Jersey 3746. Middle township, New Jersey 3747. Middlesex borough, New Jersey 3748. Millburn township, New Jersey 3749. Millstone township, New Jersey 3750. Millville city, New Jersey 3751. Montgomery township, New Jersey 3752. Montville township, New Jersey 3753. Moorestown township, New Jersey 3754. Morris township, New Jersey 3755. Morristown town, New Jersey 3756. Mount Olive township, New Jersey 3757. Neptune township, New Jersey 3758. New Milford borough, New Jersey 3759. New Providence borough, New Jersey 3760. North Arlington borough, New Jersey 3761. North Plainfield borough, New Jersey 3762. Nutley township, New Jersey 3763. Oakland borough, New Jersey 3764. Ocean City city, New Jersey 3765. Ocean township, New Jersey 3766. Palisades Park borough, New Jersey 3767. Paramus borough, New Jersey 3768. Pemberton township, New Jersey 3769. Pennsville township, New Jersey 3770. Pequannock township, New Jersey AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-28 3771. Phillipsburg town, New Jersey 3772. Pine Hill borough, New Jersey 3773. Plainsboro township, New Jersey 3774. Pleasantville city, New Jersey 3775. Point Pleasant borough, New Jersey 3776. Pompton Lakes borough, New Jersey 3777. Rahway city, New Jersey 3778. Ramsey borough, New Jersey 3779. Randolph township, New Jersey 3780. Raritan township, New Jersey 3781. Readington township, New Jersey 3782. Red Bank borough, New Jersey 3783. Ridgefield borough, New Jersey 3784. Ridgefield Park village, New Jersey 3785. Ridgewood village, New Jersey 3786. Ringwood borough, New Jersey 3787. River Edge borough, New Jersey 3788. Robbinsville township, New Jersey 3789. Rockaway township, New Jersey 3790. Roselle borough, New Jersey 3791. Roselle Park borough, New Jersey 3792. Roxbury township, New Jersey 3793. Rutherford borough, New Jersey 3794. Saddle Brook township, New Jersey 3795. Scotch Plains township, New Jersey 3796. Secaucus town, New Jersey 3797. Somers Point city, New Jersey 3798. Somerville borough, New Jersey 3799. South Orange Village township, New Jersey 3800. South Plainfield borough, New Jersey 3801. South River borough, New Jersey 3802. Southampton township, New Jersey 3803. Sparta township, New Jersey 3804. Springfield township, New Jersey 3805. Stafford township, New Jersey 3806. Summit city, New Jersey 3807. Tenafly borough, New Jersey 3808. Tinton Falls borough, New Jersey 3809. Totowa borough, New Jersey 3810. Upper township, New Jersey 3811. Vernon township, New Jersey 3812. Verona township, New Jersey 3813. Voorhees township, New Jersey 3814. Waldwick borough, New Jersey 3815. Wall township, New Jersey 3816. Wallington borough, New Jersey 3817. Wanaque borough, New Jersey 3818. Wantage township, New Jersey 3819. Warren township, New Jersey 3820. Washington township, New Jersey 3821. Waterford township, New Jersey 3822. Weehawken township, New Jersey 3823. West Caldwell township, New Jersey 3824. West Deptford township, New Jersey 3825. West Milford township, New Jersey 3826. West Windsor township, New Jersey 3827. Westfield town, New Jersey 3828. Westwood borough, New Jersey 3829. Woodland Park borough, New Jersey 3830. Woolwich township, New Jersey 3831. Wyckoff township, New Jersey 3832. Alamogordo city, New Mexico * 3833. Albuquerque city, New Mexico * 3834. Bernalillo County, New Mexico * 3835. Chaves County, New Mexico * 3836. Clovis city, New Mexico * 3837. Curry County, New Mexico * 3838. Doña Ana County, New Mexico * 3839. Eddy County, New Mexico * 3840. Farmington city, New Mexico * 3841. Hobbs city, New Mexico * 3842. Las Cruces city, New Mexico * 3843. Lea County, New Mexico * 3844. McKinley County, New Mexico * 3845. Otero County, New Mexico * 3846. Rio Arriba County, New Mexico * 3847. Rio Rancho city, New Mexico * 3848. Roswell city, New Mexico * 3849. San Juan County, New Mexico * 3850. Sandoval County, New Mexico * 3851. Santa Fe city, New Mexico * 3852. Santa Fe County, New Mexico * 3853. Taos County, New Mexico * 3854. Valencia County, New Mexico * 3855. Artesia city, New Mexico 3856. Bernalillo town, New Mexico 3857. Carlsbad city, New Mexico 3858. Cibola County, New Mexico 3859. Colfax County, New Mexico 3860. Deming city, New Mexico 3861. Española city, New Mexico 3862. Gallup city, New Mexico 3863. Grant County, New Mexico 3864. Las Vegas city, New Mexico 3865. Lincoln County, New Mexico 3866. Los Alamos County, New Mexico 3867. Los Lunas village, New Mexico 3868. Lovington city, New Mexico 3869. Luna County, New Mexico 3870. Portales city, New Mexico 3871. Roosevelt County, New Mexico 3872. San Miguel County, New Mexico 3873. Sierra County, New Mexico 3874. Socorro County, New Mexico 3875. Sunland Park city, New Mexico AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-29 3876. Torrance County, New Mexico 3877. Albany city, New York * 3878. Albany County, New York * 3879. Allegany County, New York * 3880. Amherst town, New York * 3881. Babylon town, New York * 3882. Bethlehem town, New York * 3883. Binghamton city, New York * 3884. Brighton town, New York * 3885. Brookhaven town, New York * 3886. Broome County, New York * 3887. Buffalo city, New York * 3888. Carmel town, New York * 3889. Cattaraugus County, New York * 3890. Cayuga County, New York * 3891. Chautauqua County, New York * 3892. Cheektowaga town, New York * 3893. Chemung County, New York * 3894. Chenango County, New York * 3895. Cicero town, New York * 3896. Clarence town, New York * 3897. Clarkstown town, New York * 3898. Clay town, New York * 3899. Clifton Park town, New York * 3900. Clinton County, New York * 3901. Colonie town, New York * 3902. Columbia County, New York * 3903. Cortland County, New York * 3904. Cortlandt town, New York * 3905. Delaware County, New York * 3906. Dutchess County, New York * 3907. Eastchester town, New York * 3908. Erie County, New York * 3909. Essex County, New York * 3910. Franklin County, New York * 3911. Freeport village, New York * 3912. Fulton County, New York * 3913. Genesee County, New York * 3914. Greece town, New York * 3915. Greenburgh town, New York * 3916. Greene County, New York * 3917. Guilderland town, New York * 3918. Hamburg town, New York * 3919. Haverstraw town, New York * 3920. Hempstead town, New York * 3921. Hempstead village, New York * 3922. Henrietta town, New York * 3923. Herkimer County, New York * 3924. Huntington town, New York * 3925. Irondequoit town, New York * 3926. Islip town, New York * 3927. Ithaca city, New York * 3928. Jefferson County, New York * 3929. Lancaster town, New York * 3930. Livingston County, New York * 3931. Long Beach city, New York * 3932. Madison County, New York * 3933. Manlius town, New York * 3934. Monroe County, New York * 3935. Montgomery County, New York * 3936. Mount Pleasant town, New York * 3937. Mount Vernon city, New York * 3938. Nassau County, New York * 3939. New Rochelle city, New York * 3940. New York city / Bronx County / Kings County / New York County / Queens County / Richmond County, New York * 3941. Newburgh town, New York * 3942. Niagara County, New York * 3943. Niagara Falls city, New York * 3944. North Hempstead town, New York * 3945. North Tonawanda city, New York * 3946. Oneida County, New York * 3947. Onondaga County, New York * 3948. Ontario County, New York * 3949. Orange County, New York * 3950. Orangetown town, New York * 3951. Orleans County, New York * 3952. Ossining town, New York * 3953. Oswego County, New York * 3954. Otsego County, New York * 3955. Oyster Bay town, New York * 3956. Penfield town, New York * 3957. Perinton town, New York * 3958. Poughkeepsie city, New York * 3959. Poughkeepsie town, New York * 3960. Putnam County, New York * 3961. Ramapo town, New York * 3962. Rensselaer County, New York * 3963. Riverhead town, New York * 3964. Rochester city, New York * 3965. Rockland County, New York * 3966. Rome city, New York * 3967. Rye town, New York * 3968. Salina town, New York * 3969. Saratoga County, New York * 3970. Schenectady city, New York * 3971. Schenectady County, New York * 3972. Schoharie County, New York * 3973. Seneca County, New York * 3974. Smithtown town, New York * 3975. Southampton town, New York * 3976. Spring Valley village, New York * 3977. St. Lawrence County, New York * 3978. Steuben County, New York * 3979. Suffolk County, New York * 3980. Sullivan County, New York * 3981. Syracuse city, New York * 3982. Tioga County, New York * 3983. Tompkins County, New York * 3984. Tonawanda town, New York * 3985. Troy city, New York * 3986. Ulster County, New York * 3987. Union town, New York * 3988. Utica city, New York * 3989. Valley Stream village, New York * 3990. Warren County, New York * 3991. Warwick town, New York * 3992. Washington County, New York * 3993. Wayne County, New York * 3994. Webster town, New York * 3995. West Seneca town, New York * 3996. Westchester County, New York * 3997. White Plains city, New York * 3998. Wyoming County, New York * 3999. Yonkers city, New York * 4000. Yorktown town, New York * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-30 4001. Amsterdam city, New York 4002. Arcadia town, New York 4003. Auburn city, New York 4004. Aurora town, New York 4005. Babylon village, New York 4006. Ballston town, New York 4007. Batavia city, New York 4008. Bath town, New York 4009. Beacon city, New York 4010. Bedford town, New York 4011. Beekman town, New York 4012. Blooming Grove town, New York 4013. Brunswick town, New York 4014. Camillus town, New York 4015. Canandaigua city, New York 4016. Canandaigua town, New York 4017. Canton town, New York 4018. Catskill town, New York 4019. Chenango town, New York 4020. Chester town, New York 4021. Chili town, New York 4022. Cohoes city, New York 4023. Corning city, New York 4024. Cornwall town, New York 4025. Cortland city, New York 4026. De Witt town, New York 4027. Depew village, New York 4028. Dobbs Ferry village, New York 4029. Dryden town, New York 4030. Dunkirk city, New York 4031. East Fishkill town, New York 4032. East Greenbush town, New York 4033. East Hampton town, New York 4034. Elma town, New York 4035. Elmira city, New York 4036. Endicott village, New York 4037. Evans town, New York 4038. Fallsburg town, New York 4039. Farmington town, New York 4040. Fishkill town, New York 4041. Floral Park village, New York 4042. Fredonia village, New York 4043. Fulton city, New York 4044. Garden City village, New York 4045. Gates town, New York 4046. Geddes town, New York 4047. Geneseo town, New York 4048. Geneva city, New York 4049. German Flatts town, New York 4050. Glen Cove city, New York 4051. Glens Falls city, New York 4052. Glenville town, New York 4053. Gloversville city, New York 4054. Goshen town, New York 4055. Grand Island town, New York 4056. Great Neck village, New York 4057. Halfmoon town, New York 4058. Harrison town, New York 4059. Harrison village, New York 4060. Haverstraw village, New York 4061. Highlands town, New York 4062. Horseheads town, New York 4063. Hyde Park town, New York 4064. Ithaca town, New York 4065. Jamestown city, New York 4066. Johnson City village, New York 4067. Kenmore village, New York 4068. Kent town, New York 4069. Kingsbury town, New York 4070. Kingston city, New York 4071. Kirkland town, New York 4072. Kiryas Joel village, New York 4073. La Grange town, New York 4074. Lackawanna city, New York 4075. Lake Grove village, New York 4076. Lancaster village, New York 4077. Lansing town, New York 4078. Le Ray town, New York 4079. Lewis County, New York 4080. Lewisboro town, New York 4081. Lewiston town, New York 4082. Lindenhurst village, New York 4083. Lloyd town, New York 4084. Lockport city, New York 4085. Lockport town, New York 4086. Lynbrook village, New York 4087. Lysander town, New York 4088. Malone town, New York 4089. Malta town, New York 4090. Mamakating town, New York 4091. Mamaroneck town, New York 4092. Mamaroneck village, New York 4093. Massapequa Park village, New York 4094. Massena town, New York 4095. Massena village, New York 4096. Middletown city, New York 4097. Milton town, New York 4098. Mineola village, New York 4099. Monroe town, New York 4100. Montgomery town, New York 4101. Moreau town, New York 4102. Mount Kisco village / Mount Kisco town, New York 4103. New Castle town, New York 4104. New Hartford town, New York 4105. New Paltz town, New York 4106. New Windsor town, New York 4107. Newburgh city, New York 4108. Niskayuna town, New York 4109. North Castle town, New York 4110. North Greenbush town, New York 4111. Ogden town, New York 4112. Ogdensburg city, New York 4113. Olean city, New York 4114. Oneida city, New York 4115. Oneonta city, New York 4116. Onondaga town, New York 4117. Ontario town, New York 4118. Orchard Park town, New York 4119. Ossining village, New York 4120. Oswego city, New York 4121. Owego town, New York 4122. Palm Tree town, New York 4123. Parma town, New York 4124. Patchogue village, New York 4125. Patterson town, New York 4126. Peekskill city, New York 4127. Pelham town, New York 4128. Pittsford town, New York 4129. Plattekill town, New York 4130. Plattsburgh city, New York 4131. Plattsburgh town, New York 4132. Pomfret town, New York 4133. Port Chester village, New York 4134. Potsdam town, New York 4135. Putnam Valley town, New York 4136. Queensbury town, New York 4137. Red Hook town, New York 4138. Rockville Centre village, New York 4139. Rotterdam town, New York 4140. Rye city, New York 4141. Saratoga Springs city, New York 4142. Saugerties town, New York 4143. Scarsdale village / Scarsdale town, New York 4144. Schodack town, New York 4145. Schuyler County, New York 4146. Shawangunk town, New York AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-31 4147. Sleepy Hollow village, New York 4148. Somers town, New York 4149. Southeast town, New York 4150. Southold town, New York 4151. Stony Point town, New York 4152. Suffern village, New York 4153. Sullivan town, New York 4154. Sweden town, New York 4155. Tarrytown village, New York 4156. Thompson town, New York 4157. Tonawanda city, New York 4158. Ulster town, New York 4159. Van Buren town, New York 4160. Vestal town, New York 4161. Victor town, New York 4162. Wallkill town, New York 4163. Wappinger town, New York 4164. Watertown city, New York 4165. Wawarsing town, New York 4166. West Haverstraw village, New York 4167. Westbury village, New York 4168. Wheatfield town, New York 4169. Whitestown town, New York 4170. Wilton town, New York 4171. Woodbury town, New York 4172. Woodbury village, New York 4173. Yates County, New York 4174. Alamance County, North Carolina * 4175. Alexander County, North Carolina * 4176. Apex town, North Carolina * 4177. Asheville city, North Carolina * 4178. Beaufort County, North Carolina * 4179. Bladen County, North Carolina * 4180. Brunswick County, North Carolina * 4181. Buncombe County, North Carolina * 4182. Burke County, North Carolina * 4183. Burlington city, North Carolina * 4184. Cabarrus County, North Carolina * 4185. Caldwell County, North Carolina * 4186. Carteret County, North Carolina * 4187. Cary town, North Carolina * 4188. Catawba County, North Carolina * 4189. Chapel Hill town, North Carolina * 4190. Charlotte city, North Carolina * 4191. Chatham County, North Carolina * 4192. Cleveland County, North Carolina * 4193. Columbus County, North Carolina * 4194. Concord city, North Carolina * 4195. Cornelius town, North Carolina * 4196. Craven County, North Carolina * 4197. Cumberland County, North Carolina * 4198. Dare County, North Carolina * 4199. Davidson County, North Carolina * 4200. Davie County, North Carolina * 4201. Duplin County, North Carolina * 4202. Durham city, North Carolina * 4203. Durham County, North Carolina * 4204. Edgecombe County, North Carolina * 4205. Fayetteville city, North Carolina * 4206. Forsyth County, North Carolina * 4207. Franklin County, North Carolina * 4208. Fuquay-Varina town, North Carolina * 4209. Garner town, North Carolina * 4210. Gaston County, North Carolina * 4211. Gastonia city, North Carolina * 4212. Goldsboro city, North Carolina * 4213. Granville County, North Carolina * 4214. Greensboro city, North Carolina * 4215. Greenville city, North Carolina * 4216. Guilford County, North Carolina * 4217. Halifax County, North Carolina * 4218. Harnett County, North Carolina * 4219. Haywood County, North Carolina * 4220. Henderson County, North Carolina * 4221. Hickory city, North Carolina * 4222. High Point city, North Carolina * 4223. Hoke County, North Carolina * 4224. Holly Springs town, North Carolina * 4225. Huntersville town, North Carolina * 4226. Indian Trail town, North Carolina * 4227. Iredell County, North Carolina * 4228. Jackson County, North Carolina * 4229. Jacksonville city, North Carolina * 4230. Johnston County, North Carolina * 4231. Kannapolis city, North Carolina * 4232. Lee County, North Carolina * 4233. Lenoir County, North Carolina * 4234. Lincoln County, North Carolina * 4235. Macon County, North Carolina * 4236. Matthews town, North Carolina * 4237. McDowell County, North Carolina * 4238. Mecklenburg County, North Carolina * 4239. Monroe city, North Carolina * 4240. Moore County, North Carolina * 4241. Mooresville town, North Carolina * 4242. Nash County, North Carolina * 4243. New Hanover County, North Carolina * 4244. Onslow County, North Carolina * 4245. Orange County, North Carolina * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-32 4246. Pasquotank County, North Carolina * 4247. Pender County, North Carolina * 4248. Person County, North Carolina * 4249. Pitt County, North Carolina * 4250. Raleigh city, North Carolina * 4251. Randolph County, North Carolina * 4252. Richmond County, North Carolina * 4253. Robeson County, North Carolina * 4254. Rockingham County, North Carolina * 4255. Rocky Mount city, North Carolina * 4256. Rowan County, North Carolina * 4257. Rutherford County, North Carolina * 4258. Salisbury city, North Carolina * 4259. Sampson County, North Carolina * 4260. Sanford city, North Carolina * 4261. Scotland County, North Carolina * 4262. Stanly County, North Carolina * 4263. Stokes County, North Carolina * 4264. Surry County, North Carolina * 4265. Transylvania County, North Carolina * 4266. Union County, North Carolina * 4267. Vance County, North Carolina * 4268. Wake County, North Carolina * 4269. Wake Forest town, North Carolina * 4270. Watauga County, North Carolina * 4271. Wayne County, North Carolina * 4272. Wilkes County, North Carolina * 4273. Wilmington city, North Carolina * 4274. Wilson city, North Carolina * 4275. Wilson County, North Carolina * 4276. Winston-Salem city, North Carolina * 4277. Yadkin County, North Carolina * 4278. Albemarle city, North Carolina 4279. Alleghany County, North Carolina 4280. Anson County, North Carolina 4281. Archdale city, North Carolina 4282. Ashe County, North Carolina 4283. Asheboro city, North Carolina 4284. Avery County, North Carolina 4285. Belmont city, North Carolina 4286. Bertie County, North Carolina 4287. Boone town, North Carolina 4288. Camden County, North Carolina 4289. Carrboro town, North Carolina 4290. Caswell County, North Carolina 4291. Cherokee County, North Carolina 4292. Chowan County, North Carolina 4293. Clay County, North Carolina 4294. Clayton town, North Carolina 4295. Clemmons village, North Carolina 4296. Currituck County, North Carolina 4297. Davidson town, North Carolina 4298. Eden city, North Carolina 4299. Elizabeth City city, North Carolina 4300. Elon town, North Carolina 4301. Gates County, North Carolina 4302. Graham city, North Carolina 4303. Greene County, North Carolina 4304. Harrisburg town, North Carolina 4305. Havelock city, North Carolina 4306. Henderson city, North Carolina 4307. Hendersonville city, North Carolina 4308. Hertford County, North Carolina 4309. Hope Mills town, North Carolina 4310. Kernersville town, North Carolina 4311. Kings Mountain city, North Carolina 4312. Kinston city, North Carolina 4313. Knightdale town, North Carolina 4314. Laurinburg city, North Carolina 4315. Leland town, North Carolina 4316. Lenoir city, North Carolina 4317. Lewisville town, North Carolina 4318. Lexington city, North Carolina 4319. Lincolnton city, North Carolina 4320. Lumberton city, North Carolina 4321. Madison County, North Carolina 4322. Martin County, North Carolina 4323. Mebane city, North Carolina 4324. Mint Hill town, North Carolina 4325. Mitchell County, North Carolina 4326. Montgomery County, North Carolina 4327. Morganton city, North Carolina 4328. Morrisville town, North Carolina 4329. Mount Airy city, North Carolina 4330. Mount Holly city, North Carolina 4331. New Bern city, North Carolina 4332. Newton city, North Carolina 4333. Northampton County, North Carolina 4334. Pamlico County, North Carolina 4335. Perquimans County, North Carolina 4336. Pinehurst village, North Carolina 4337. Polk County, North Carolina 4338. Reidsville city, North Carolina 4339. Roanoke Rapids city, North Carolina 4340. Shelby city, North Carolina 4341. Smithfield town, North Carolina 4342. Southern Pines town, North Carolina AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-33 4343. Spring Lake town, North Carolina 4344. Stallings town, North Carolina 4345. Statesville city, North Carolina 4346. Summerfield town, North Carolina 4347. Swain County, North Carolina 4348. Tarboro town, North Carolina 4349. Thomasville city, North Carolina 4350. Warren County, North Carolina 4351. Washington County, North Carolina 4352. Waxhaw town, North Carolina 4353. Waynesville town, North Carolina 4354. Weddington town, North Carolina 4355. Yancey County, North Carolina 4356. Bismarck city, North Dakota * 4357. Burleigh County, North Dakota * 4358. Cass County, North Dakota * 4359. Fargo city, North Dakota * 4360. Grand Forks city, North Dakota * 4361. Grand Forks County, North Dakota * 4362. Minot city, North Dakota * 4363. Morton County, North Dakota * 4364. Stark County, North Dakota * 4365. Ward County, North Dakota * 4366. West Fargo city, North Dakota * 4367. Williams County, North Dakota * 4368. Barnes County, North Dakota 4369. Dickinson city, North Dakota 4370. Jamestown city, North Dakota 4371. Mandan city, North Dakota 4372. McKenzie County, North Dakota 4373. Mountrail County, North Dakota 4374. Ramsey County, North Dakota 4375. Richland County, North Dakota 4376. Rolette County, North Dakota 4377. Stutsman County, North Dakota 4378. Walsh County, North Dakota 4379. Williston city, North Dakota 4380. Akron city, Ohio * 4381. Allen County, Ohio * 4382. Anderson township, Ohio * 4383. Ashland County, Ohio * 4384. Ashtabula County, Ohio * 4385. Athens County, Ohio * 4386. Athens township, Ohio * 4387. Auglaize County, Ohio * 4388. Austintown township, Ohio * 4389. Bath township, Ohio * 4390. Beavercreek city, Ohio * 4391. Beavercreek township, Ohio * 4392. Belmont County, Ohio * 4393. Boardman township, Ohio * 4394. Bowling Green city, Ohio * 4395. Brown County, Ohio * 4396. Brunswick city, Ohio * 4397. Butler County, Ohio * 4398. Canton city, Ohio * 4399. Champaign County, Ohio * 4400. Cincinnati city, Ohio * 4401. Clark County, Ohio * 4402. Clear Creek township, Ohio * 4403. Clermont County, Ohio * 4404. Cleveland city, Ohio * 4405. Cleveland Heights city, Ohio * 4406. Clinton County, Ohio * 4407. Colerain township, Ohio * 4408. Columbiana County, Ohio * 4409. Columbus city, Ohio * 4410. Concord township, Ohio * 4411. Coshocton County, Ohio * 4412. Crawford County, Ohio * 4413. Cuyahoga County, Ohio * 4414. Cuyahoga Falls city, Ohio * 4415. Darke County, Ohio * 4416. Dayton city, Ohio * 4417. Deerfield township, Ohio * 4418. Defiance County, Ohio * 4419. Delaware city, Ohio * 4420. Delaware County, Ohio * 4421. Dublin city, Ohio * 4422. Elyria city, Ohio * 4423. Erie County, Ohio * 4424. Euclid city, Ohio * 4425. Fairborn city, Ohio * 4426. Fairfield city, Ohio * 4427. Fairfield County, Ohio * 4428. Findlay city, Ohio * 4429. Franklin County, Ohio * 4430. Franklin township, Ohio * 4431. Fulton County, Ohio * 4432. Gahanna city, Ohio * 4433. Geauga County, Ohio * 4434. Green township, Ohio * 4435. Greene County, Ohio * 4436. Grove City city, Ohio * 4437. Guernsey County, Ohio * 4438. Hamilton city, Ohio * 4439. Hamilton County, Ohio * 4440. Hancock County, Ohio * 4441. Hardin County, Ohio * 4442. Highland County, Ohio * 4443. Hilliard city, Ohio * 4444. Holmes County, Ohio * 4445. Huber Heights city, Ohio * 4446. Huron County, Ohio * 4447. Jackson County, Ohio * 4448. Jackson township, Ohio * 4449. Jackson township, Ohio * 4450. Jefferson County, Ohio * 4451. Kettering city, Ohio * 4452. Knox County, Ohio * 4453. Lake County, Ohio * 4454. Lakewood city, Ohio * 4455. Lancaster city, Ohio * 4456. Lawrence County, Ohio * 4457. Liberty township, Ohio * 4458. Liberty township, Ohio * 4459. Licking County, Ohio * 4460. Lima city, Ohio * 4461. Logan County, Ohio * 4462. Lorain city, Ohio * 4463. Lorain County, Ohio * 4464. Lucas County, Ohio * 4465. Madison County, Ohio * 4466. Mahoning County, Ohio * 4467. Mansfield city, Ohio * 4468. Marion city, Ohio * 4469. Marion County, Ohio * 4470. Marion township, Ohio * 4471. Mason city, Ohio * 4472. Massillon city, Ohio * 4473. Medina County, Ohio * 4474. Mentor city, Ohio * 4475. Mercer County, Ohio * 4476. Miami County, Ohio * 4477. Miami township, Ohio * 4478. Miami township, Ohio * 4479. Middletown city, Ohio * 4480. Mifflin township, Ohio * 4481. Montgomery County, Ohio * 4482. Morrow County, Ohio * 4483. Muskingum County, Ohio * 4484. Newark city, Ohio * 4485. North Olmsted city, Ohio * 4486. North Ridgeville city, Ohio * 4487. North Royalton city, Ohio * 4488. Norwich township, Ohio * 4489. Orange township, Ohio * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-34 4490. Ottawa County, Ohio * 4491. Parma city, Ohio * 4492. Perry County, Ohio * 4493. Pickaway County, Ohio * 4494. Plain township, Ohio * 4495. Portage County, Ohio * 4496. Preble County, Ohio * 4497. Putnam County, Ohio * 4498. Reynoldsburg city, Ohio * 4499. Richland County, Ohio * 4500. Ross County, Ohio * 4501. Sandusky County, Ohio * 4502. Scioto County, Ohio * 4503. Seneca County, Ohio * 4504. Shelby County, Ohio * 4505. Springfield city, Ohio * 4506. Springfield township, Ohio * 4507. Stark County, Ohio * 4508. Stow city, Ohio * 4509. Strongsville city, Ohio * 4510. Summit County, Ohio * 4511. Sylvania township, Ohio * 4512. Toledo city, Ohio * 4513. Trumbull County, Ohio * 4514. Tuscarawas County, Ohio * 4515. Union County, Ohio * 4516. Union township, Ohio * 4517. Upper Arlington city, Ohio * 4518. Violet township, Ohio * 4519. Warren city, Ohio * 4520. Warren County, Ohio * 4521. Washington County, Ohio * 4522. Washington township, Ohio * 4523. Washington township, Ohio * 4524. Wayne County, Ohio * 4525. West Chester township, Ohio * 4526. Westerville city, Ohio * 4527. Westlake city, Ohio * 4528. Williams County, Ohio * 4529. Wood County, Ohio * 4530. Youngstown city, Ohio * 4531. Adams County, Ohio 4532. Alliance city, Ohio 4533. American township, Ohio 4534. Amherst city, Ohio 4535. Ashland city, Ohio 4536. Ashtabula city, Ohio 4537. Ashtabula township, Ohio 4538. Athens city, Ohio 4539. Aurora city, Ohio 4540. Avon city, Ohio 4541. Avon Lake city, Ohio 4542. Bainbridge township, Ohio 4543. Barberton city, Ohio 4544. Batavia township, Ohio 4545. Bay Village city, Ohio 4546. Beachwood city, Ohio 4547. Bedford city, Ohio 4548. Bedford Heights city, Ohio 4549. Bellefontaine city, Ohio 4550. Berea city, Ohio 4551. Bethel township, Ohio 4552. Bexley city, Ohio 4553. Blue Ash city, Ohio 4554. Brecksville city, Ohio 4555. Brimfield township, Ohio 4556. Broadview Heights city, Ohio 4557. Brook Park city, Ohio 4558. Brooklyn city, Ohio 4559. Brunswick Hills township, Ohio 4560. Bucyrus city, Ohio 4561. Cambridge city, Ohio 4562. Cambridge township, Ohio 4563. Canfield township, Ohio 4564. Canton township, Ohio 4565. Carroll County, Ohio 4566. Celina city, Ohio 4567. Centerville city, Ohio 4568. Chester township, Ohio 4569. Chillicothe city, Ohio 4570. Chippewa township, Ohio 4571. Circleville city, Ohio 4572. Clayton city, Ohio 4573. Clinton township, Ohio 4574. Concord township, Ohio 4575. Concord township, Ohio 4576. Conneaut city, Ohio 4577. Copley township, Ohio 4578. Coshocton city, Ohio 4579. Coventry township, Ohio 4580. Defiance city, Ohio 4581. Defiance township, Ohio 4582. Delhi township, Ohio 4583. Dover city, Ohio 4584. Duchouquet township, Ohio 4585. East Cleveland city, Ohio 4586. East Liverpool city, Ohio 4587. Eastlake city, Ohio 4588. Englewood city, Ohio 4589. Etna township, Ohio 4590. Fairfield township, Ohio 4591. Fairview Park city, Ohio 4592. Falls township, Ohio 4593. Fayette County, Ohio 4594. Forest Park city, Ohio 4595. Fostoria city, Ohio 4596. Franklin city, Ohio 4597. Franklin township, Ohio 4598. Fremont city, Ohio 4599. Gallia County, Ohio 4600. Garfield Heights city, Ohio 4601. Geneva township, Ohio 4602. Genoa township, Ohio 4603. Goshen township, Ohio 4604. Granville township, Ohio 4605. Green city, Ohio 4606. Green township, Ohio 4607. Greenville city, Ohio 4608. Greenville township, Ohio 4609. Hamilton township, Ohio 4610. Harrison city, Ohio 4611. Harrison County, Ohio 4612. Harrison township, Ohio 4613. Harrison township, Ohio 4614. Heath city, Ohio 4615. Henry County, Ohio 4616. Hocking County, Ohio 4617. Howland township, Ohio 4618. Hubbard township, Ohio 4619. Hudson city, Ohio 4620. Huron township, Ohio 4621. Ironton city, Ohio 4622. Jefferson township, Ohio 4623. Jefferson township, Ohio 4624. Kent city, Ohio 4625. Lake township, Ohio 4626. Lake township, Ohio 4627. Lake township, Ohio 4628. Lawrence township, Ohio 4629. Lebanon city, Ohio 4630. Lemon township, Ohio 4631. Liberty township, Ohio 4632. Liberty township, Ohio 4633. London city, Ohio 4634. Loveland city, Ohio 4635. Lyndhurst city, Ohio 4636. Macedonia city, Ohio 4637. Mad River township, Ohio 4638. Madison township, Ohio 4639. Madison township, Ohio 4640. Madison township, Ohio 4641. Maple Heights city, Ohio 4642. Marietta city, Ohio 4643. Marysville city, Ohio 4644. Maumee city, Ohio 4645. Mayfield Heights city, Ohio 4646. Medina city, Ohio 4647. Meigs County, Ohio 4648. Miami township, Ohio 4649. Miamisburg city, Ohio 4650. Middleburg Heights city, Ohio 4651. Monclova township, Ohio 4652. Monroe city, Ohio AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-35 4653. Monroe County, Ohio 4654. Monroe township, Ohio 4655. Montgomery city, Ohio 4656. Montville township, Ohio 4657. Moorefield township, Ohio 4658. Morgan County, Ohio 4659. Mount Vernon city, Ohio 4660. New Albany city, Ohio 4661. New Franklin city, Ohio 4662. New Philadelphia city, Ohio 4663. Niles city, Ohio 4664. Noble County, Ohio 4665. North Canton city, Ohio 4666. Norton city, Ohio 4667. Norwalk city, Ohio 4668. Norwood city, Ohio 4669. Olmsted township, Ohio 4670. Oregon city, Ohio 4671. Oxford city, Ohio 4672. Oxford township, Ohio 4673. Painesville city, Ohio 4674. Painesville township, Ohio 4675. Paris township, Ohio 4676. Parma Heights city, Ohio 4677. Pataskala city, Ohio 4678. Paulding County, Ohio 4679. Pease township, Ohio 4680. Perkins township, Ohio 4681. Perry township, Ohio 4682. Perry township, Ohio 4683. Perrysburg city, Ohio 4684. Perrysburg township, Ohio 4685. Pickerington city, Ohio 4686. Pierce township, Ohio 4687. Pike County, Ohio 4688. Piqua city, Ohio 4689. Plain township, Ohio 4690. Pleasant township, Ohio 4691. Poland township, Ohio 4692. Portsmouth city, Ohio 4693. Powell city, Ohio 4694. Prairie township, Ohio 4695. Ravenna city, Ohio 4696. Reading city, Ohio 4697. Richland township, Ohio 4698. Richmond Heights city, Ohio 4699. Riverside city, Ohio 4700. Rocky River city, Ohio 4701. Sagamore Hills township, Ohio 4702. Salem city, Ohio 4703. Sandusky city, Ohio 4704. Scioto township, Ohio 4705. Scioto township, Ohio 4706. Seven Hills city, Ohio 4707. Shaker Heights city, Ohio 4708. Sharon township, Ohio 4709. Sharonville city, Ohio 4710. Shawnee township, Ohio 4711. Sidney city, Ohio 4712. Solon city, Ohio 4713. South Euclid city, Ohio 4714. Springboro city, Ohio 4715. Springdale city, Ohio 4716. Springfield township, Ohio 4717. Springfield township, Ohio 4718. Springfield township, Ohio 4719. Springfield township, Ohio 4720. St. Marys township, Ohio 4721. Steubenville city, Ohio 4722. Streetsboro city, Ohio 4723. Struthers city, Ohio 4724. Sycamore township, Ohio 4725. Sylvania city, Ohio 4726. Symmes township, Ohio 4727. Tallmadge city, Ohio 4728. Tiffin city, Ohio 4729. Tipp City city, Ohio 4730. Trenton city, Ohio 4731. Trotwood city, Ohio 4732. Troy city, Ohio 4733. Truro township, Ohio 4734. Turtlecreek township, Ohio 4735. Twinsburg city, Ohio 4736. Union township, Ohio 4737. Union township, Ohio 4738. University Heights city, Ohio 4739. Upper township, Ohio 4740. Urbana city, Ohio 4741. Urbana township, Ohio 4742. Van Wert city, Ohio 4743. Van Wert County, Ohio 4744. Vandalia city, Ohio 4745. Vermilion city, Ohio 4746. Vinton County, Ohio 4747. Wadsworth city, Ohio 4748. Warrensville Heights city, Ohio 4749. Washington Court House city, Ohio 4750. Weathersfield township, Ohio 4751. West Carrollton city, Ohio 4752. Whitehall city, Ohio 4753. Wickliffe city, Ohio 4754. Willoughby city, Ohio 4755. Willowick city, Ohio 4756. Wilmington city, Ohio 4757. Wooster city, Ohio 4758. Worthington city, Ohio 4759. Wyandot County, Ohio 4760. Xenia city, Ohio 4761. Zanesville city, Ohio 4762. Albany city, Oregon * 4763. Beaverton city, Oregon * 4764. Bend city, Oregon * 4765. Benton County, Oregon * 4766. Clackamas County, Oregon * 4767. Clatsop County, Oregon * 4768. Columbia County, Oregon * 4769. Coos County, Oregon * 4770. Corvallis city, Oregon * 4771. Deschutes County, Oregon * 4772. Douglas County, Oregon * 4773. Eugene city, Oregon * 4774. Grants Pass city, Oregon * 4775. Gresham city, Oregon * 4776. Hillsboro city, Oregon * 4777. Jackson County, Oregon * 4778. Josephine County, Oregon * 4779. Keizer city, Oregon * 4780. Klamath County, Oregon * 4781. Lake Oswego city, Oregon * 4782. Lane County, Oregon * 4783. Lincoln County, Oregon * 4784. Linn County, Oregon * 4785. Malheur County, Oregon * 4786. Marion County, Oregon * 4787. McMinnville city, Oregon * 4788. Medford city, Oregon * 4789. Multnomah County, Oregon * 4790. Oregon City city, Oregon * 4791. Polk County, Oregon * 4792. Portland city, Oregon * 4793. Redmond city, Oregon * 4794. Salem city, Oregon * 4795. Springfield city, Oregon * 4796. Tigard city, Oregon * 4797. Umatilla County, Oregon * 4798. Washington County, Oregon * 4799. Yamhill County, Oregon * 4800. Ashland city, Oregon 4801. Astoria city, Oregon 4802. Baker County, Oregon 4803. Canby city, Oregon 4804. Central Point city, Oregon 4805. Coos Bay city, Oregon 4806. Cornelius city, Oregon 4807. Cottage Grove city, Oregon 4808. Crook County, Oregon 4809. Curry County, Oregon 4810. Dallas city, Oregon 4811. Forest Grove city, Oregon 4812. Gladstone city, Oregon 4813. Happy Valley city, Oregon 4814. Hermiston city, Oregon AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-36 4815. Hood River County, Oregon 4816. Independence city, Oregon 4817. Jefferson County, Oregon 4818. Klamath Falls city, Oregon 4819. La Grande city, Oregon 4820. Lebanon city, Oregon 4821. Milwaukie city, Oregon 4822. Monmouth city, Oregon 4823. Morrow County, Oregon 4824. Newberg city, Oregon 4825. Newport city, Oregon 4826. Ontario city, Oregon 4827. Pendleton city, Oregon 4828. Prineville city, Oregon 4829. Roseburg city, Oregon 4830. Sandy city, Oregon 4831. Sherwood city, Oregon 4832. Silverton city, Oregon 4833. St. Helens city, Oregon 4834. The Dalles city, Oregon 4835. Tillamook County, Oregon 4836. Troutdale city, Oregon 4837. Tualatin city, Oregon 4838. Union County, Oregon 4839. Wasco County, Oregon 4840. West Linn city, Oregon 4841. Wilsonville city, Oregon 4842. Woodburn city, Oregon 4843. Abington township, Pennsylvania * 4844. Adams County, Pennsylvania * 4845. Allegheny County, Pennsylvania * 4846. Allentown city, Pennsylvania * 4847. Altoona city, Pennsylvania * 4848. Armstrong County, Pennsylvania * 4849. Beaver County, Pennsylvania * 4850. Bedford County, Pennsylvania * 4851. Bensalem township, Pennsylvania * 4852. Berks County, Pennsylvania * 4853. Bethel Park municipality, Pennsylvania * 4854. Bethlehem city, Pennsylvania * 4855. Blair County, Pennsylvania * 4856. Bradford County, Pennsylvania * 4857. Bristol township, Pennsylvania * 4858. Bucks County, Pennsylvania * 4859. Butler County, Pennsylvania * 4860. Cambria County, Pennsylvania * 4861. Carbon County, Pennsylvania * 4862. Centre County, Pennsylvania * 4863. Cheltenham township, Pennsylvania * 4864. Chester city, Pennsylvania * 4865. Chester County, Pennsylvania * 4866. Clarion County, Pennsylvania * 4867. Clearfield County, Pennsylvania * 4868. Clinton County, Pennsylvania * 4869. Columbia County, Pennsylvania * 4870. Cranberry township, Pennsylvania * 4871. Crawford County, Pennsylvania * 4872. Cumberland County, Pennsylvania * 4873. Dauphin County, Pennsylvania * 4874. Delaware County, Pennsylvania * 4875. Erie city, Pennsylvania * 4876. Erie County, Pennsylvania * 4877. Falls township, Pennsylvania * 4878. Fayette County, Pennsylvania * 4879. Franklin County, Pennsylvania * 4880. Greene County, Pennsylvania * 4881. Hampden township, Pennsylvania * 4882. Harrisburg city, Pennsylvania * 4883. Haverford township, Pennsylvania * 4884. Hempfield township, Pennsylvania * 4885. Huntingdon County, Pennsylvania * 4886. Indiana County, Pennsylvania * 4887. Jefferson County, Pennsylvania * 4888. Lackawanna County, Pennsylvania * 4889. Lancaster city, Pennsylvania * 4890. Lancaster County, Pennsylvania * 4891. Lawrence County, Pennsylvania * 4892. Lebanon County, Pennsylvania * 4893. Lehigh County, Pennsylvania * 4894. Lower Macungie township, Pennsylvania * 4895. Lower Makefield township, Pennsylvania * 4896. Lower Merion township, Pennsylvania * 4897. Lower Paxton township, Pennsylvania * 4898. Luzerne County, Pennsylvania * 4899. Lycoming County, Pennsylvania * 4900. Manheim township, Pennsylvania * 4901. McKean County, Pennsylvania * 4902. Mercer County, Pennsylvania * 4903. Middletown township, Pennsylvania * 4904. Mifflin County, Pennsylvania * 4905. Millcreek township, Pennsylvania * 4906. Monroe County, Pennsylvania * 4907. Montgomery County, Pennsylvania * 4908. Mount Lebanon township, Pennsylvania * 4909. Norristown borough, Pennsylvania * 4910. North Huntingdon township, Pennsylvania * 4911. Northampton County, Pennsylvania * 4912. Northampton township, Pennsylvania * 4913. Northumberland County, Pennsylvania * 4914. Penn Hills township, Pennsylvania * 4915. Perry County, Pennsylvania * 4916. Philadelphia city / Philadelphia County, Pennsylvania * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-37 4917. Pike County, Pennsylvania * 4918. Pittsburgh city, Pennsylvania * 4919. Radnor township, Pennsylvania * 4920. Reading city, Pennsylvania * 4921. Ridley township, Pennsylvania * 4922. Ross township, Pennsylvania * 4923. Schuylkill County, Pennsylvania * 4924. Scranton city, Pennsylvania * 4925. Snyder County, Pennsylvania * 4926. Somerset County, Pennsylvania * 4927. State College borough, Pennsylvania * 4928. Susquehanna County, Pennsylvania * 4929. Tioga County, Pennsylvania * 4930. Union County, Pennsylvania * 4931. Upper Darby township, Pennsylvania * 4932. Upper Merion township, Pennsylvania * 4933. Venango County, Pennsylvania * 4934. Warminster township, Pennsylvania * 4935. Warren County, Pennsylvania * 4936. Washington County, Pennsylvania * 4937. Wayne County, Pennsylvania * 4938. Westmoreland County, Pennsylvania * 4939. Wilkes-Barre city, Pennsylvania * 4940. York city, Pennsylvania * 4941. York County, Pennsylvania * 4942. Adams township, Pennsylvania 4943. Amity township, Pennsylvania 4944. Antrim township, Pennsylvania 4945. Aston township, Pennsylvania 4946. Baldwin borough, Pennsylvania 4947. Bethlehem township, Pennsylvania 4948. Bloomsburg town, Pennsylvania 4949. Buckingham township, Pennsylvania 4950. Butler city, Pennsylvania 4951. Butler township, Pennsylvania 4952. Caln township, Pennsylvania 4953. Carlisle borough, Pennsylvania 4954. Cecil township, Pennsylvania 4955. Center township, Pennsylvania 4956. Chambersburg borough, Pennsylvania 4957. Chestnuthill township, Pennsylvania 4958. Coal township, Pennsylvania 4959. Coatesville city, Pennsylvania 4960. College township, Pennsylvania 4961. Columbia borough, Pennsylvania 4962. Concord township, Pennsylvania 4963. Coolbaugh township, Pennsylvania 4964. Cumru township, Pennsylvania 4965. Darby borough, Pennsylvania 4966. Derry township, Pennsylvania 4967. Derry township, Pennsylvania 4968. Dingman township, Pennsylvania 4969. Douglass township, Pennsylvania 4970. Dover township, Pennsylvania 4971. Doylestown township, Pennsylvania 4972. Dunmore borough, Pennsylvania 4973. East Cocalico township, Pennsylvania 4974. East Goshen township, Pennsylvania 4975. East Hempfield township, Pennsylvania 4976. East Lampeter township, Pennsylvania 4977. East Norriton township, Pennsylvania 4978. East Pennsboro township, Pennsylvania 4979. East Stroudsburg borough, Pennsylvania 4980. East Whiteland township, Pennsylvania 4981. Easton city, Pennsylvania 4982. Easttown township, Pennsylvania 4983. Elizabeth township, Pennsylvania 4984. Elizabethtown borough, Pennsylvania 4985. Elk County, Pennsylvania 4986. Emmaus borough, Pennsylvania 4987. Ephrata borough, Pennsylvania 4988. Ephrata township, Pennsylvania 4989. Exeter township, Pennsylvania 4990. Fairview township, Pennsylvania 4991. Fairview township, Pennsylvania 4992. Ferguson township, Pennsylvania 4993. Forks township, Pennsylvania 4994. Franconia township, Pennsylvania 4995. Franklin Park borough, Pennsylvania 4996. Fulton County, Pennsylvania 4997. Greene township, Pennsylvania 4998. Greensburg city, Pennsylvania 4999. Guilford township, Pennsylvania 5000. Hamilton township, Pennsylvania 5001. Hampton township, Pennsylvania 5002. Hanover borough, Pennsylvania 5003. Hanover township, Pennsylvania 5004. Hanover township, Pennsylvania 5005. Harborcreek township, Pennsylvania 5006. Harrison township, Pennsylvania 5007. Hatfield township, Pennsylvania 5008. Hazleton city, Pennsylvania 5009. Hermitage city, Pennsylvania 5010. Hilltown township, Pennsylvania 5011. Hopewell township, Pennsylvania 5012. Horsham township, Pennsylvania 5013. Indiana borough, Pennsylvania AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-38 5014. Jefferson Hills borough, Pennsylvania 5015. Johnstown city, Pennsylvania 5016. Juniata County, Pennsylvania 5017. Kingston borough, Pennsylvania 5018. Lancaster township, Pennsylvania 5019. Lansdale borough, Pennsylvania 5020. Lansdowne borough, Pennsylvania 5021. Lebanon city, Pennsylvania 5022. Lehigh township, Pennsylvania 5023. Lehman township, Pennsylvania 5024. Limerick township, Pennsylvania 5025. Logan township, Pennsylvania 5026. Lower Allen township, Pennsylvania 5027. Lower Burrell city, Pennsylvania 5028. Lower Gwynedd township, Pennsylvania 5029. Lower Moreland township, Pennsylvania 5030. Lower Pottsgrove township, Pennsylvania 5031. Lower Providence township, Pennsylvania 5032. Lower Salford township, Pennsylvania 5033. Lower Saucon township, Pennsylvania 5034. Lower Southampton township, Pennsylvania 5035. Loyalsock township, Pennsylvania 5036. Manchester township, Pennsylvania 5037. Manor township, Pennsylvania 5038. Marple township, Pennsylvania 5039. McCandless township, Pennsylvania 5040. McKeesport city, Pennsylvania 5041. Meadville city, Pennsylvania 5042. Middle Smithfield township, Pennsylvania 5043. Middletown township, Pennsylvania 5044. Milford township, Pennsylvania 5045. Monroeville municipality, Pennsylvania 5046. Montgomery township, Pennsylvania 5047. Montour County, Pennsylvania 5048. Moon township, Pennsylvania 5049. Mount Joy township, Pennsylvania 5050. Mount Pleasant township, Pennsylvania 5051. Muhlenberg township, Pennsylvania 5052. Munhall borough, Pennsylvania 5053. Murrysville municipality, Pennsylvania 5054. Nanticoke city, Pennsylvania 5055. Nether Providence township, Pennsylvania 5056. New Britain township, Pennsylvania 5057. New Castle city, Pennsylvania 5058. New Garden township, Pennsylvania 5059. New Hanover township, Pennsylvania 5060. New Kensington city, Pennsylvania 5061. Newberry township, Pennsylvania 5062. Newtown township, Pennsylvania 5063. Newtown township, Pennsylvania 5064. North Fayette township, Pennsylvania 5065. North Lebanon township, Pennsylvania 5066. North Middleton township, Pennsylvania 5067. North Strabane township, Pennsylvania 5068. North Union township, Pennsylvania 5069. North Whitehall township, Pennsylvania 5070. Palmer township, Pennsylvania 5071. Patton township, Pennsylvania 5072. Penn township, Pennsylvania 5073. Penn township, Pennsylvania 5074. Peters township, Pennsylvania 5075. Phoenixville borough, Pennsylvania 5076. Pine township, Pennsylvania 5077. Plum borough, Pennsylvania 5078. Plumstead township, Pennsylvania 5079. Plymouth township, Pennsylvania 5080. Pocono township, Pennsylvania 5081. Potter County, Pennsylvania 5082. Pottstown borough, Pennsylvania 5083. Pottsville city, Pennsylvania 5084. Rapho township, Pennsylvania 5085. Richland township, Pennsylvania 5086. Richland township, Pennsylvania 5087. Richland township, Pennsylvania 5088. Robinson township, Pennsylvania 5089. Rostraver township, Pennsylvania 5090. Salisbury township, Pennsylvania 5091. Salisbury township, Pennsylvania 5092. Sandy township, Pennsylvania 5093. Scott township, Pennsylvania 5094. Shaler township, Pennsylvania 5095. Sharon city, Pennsylvania 5096. Silver Spring township, Pennsylvania 5097. Skippack township, Pennsylvania 5098. Somerset township, Pennsylvania 5099. South Fayette township, Pennsylvania 5100. South Lebanon township, Pennsylvania 5101. South Middleton township, Pennsylvania 5102. South Park township, Pennsylvania 5103. South Union township, Pennsylvania 5104. South Whitehall township, Pennsylvania 5105. Spring Garden township, Pennsylvania 5106. Spring township, Pennsylvania AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-39 5107. Springettsbury township, Pennsylvania 5108. Springfield township, Pennsylvania 5109. Springfield township, Pennsylvania 5110. St. Marys city, Pennsylvania 5111. Stroud township, Pennsylvania 5112. Susquehanna township, Pennsylvania 5113. Swatara township, Pennsylvania 5114. Towamencin township, Pennsylvania 5115. Tredyffrin township, Pennsylvania 5116. Unity township, Pennsylvania 5117. Upper Allen township, Pennsylvania 5118. Upper Chichester township, Pennsylvania 5119. Upper Dublin township, Pennsylvania 5120. Upper Gwynedd township, Pennsylvania 5121. Upper Macungie township, Pennsylvania 5122. Upper Moreland township, Pennsylvania 5123. Upper Providence township, Pennsylvania 5124. Upper Providence township, Pennsylvania 5125. Upper Saucon township, Pennsylvania 5126. Upper Southampton township, Pennsylvania 5127. Upper St. Clair township, Pennsylvania 5128. Upper Uwchlan township, Pennsylvania 5129. Uwchlan township, Pennsylvania 5130. Warrington township, Pennsylvania 5131. Warwick township, Pennsylvania 5132. Warwick township, Pennsylvania 5133. Washington city, Pennsylvania 5134. Washington township, Pennsylvania 5135. Waynesboro borough, Pennsylvania 5136. West Bradford township, Pennsylvania 5137. West Chester borough, Pennsylvania 5138. West Deer township, Pennsylvania 5139. West Goshen township, Pennsylvania 5140. West Hanover township, Pennsylvania 5141. West Hempfield township, Pennsylvania 5142. West Lampeter township, Pennsylvania 5143. West Manchester township, Pennsylvania 5144. West Mifflin borough, Pennsylvania 5145. West Norriton township, Pennsylvania 5146. West Whiteland township, Pennsylvania 5147. Westtown township, Pennsylvania 5148. White township, Pennsylvania 5149. Whitehall borough, Pennsylvania 5150. Whitehall township, Pennsylvania 5151. Whitemarsh township, Pennsylvania 5152. Whitpain township, Pennsylvania 5153. Wilkinsburg borough, Pennsylvania 5154. Williamsport city, Pennsylvania 5155. Willistown township, Pennsylvania 5156. Windsor township, Pennsylvania 5157. Worcester township, Pennsylvania 5158. Wyoming County, Pennsylvania 5159. Wyomissing borough, Pennsylvania 5160. Yeadon borough, Pennsylvania 5161. York township, Pennsylvania 5162. Aguada Municipio, Puerto Rico * 5163. Aguadilla Municipio, Puerto Rico * 5164. Arecibo Municipio, Puerto Rico * 5165. Bayamón Municipio, Puerto Rico * 5166. Cabo Rojo Municipio, Puerto Rico * 5167. Caguas Municipio, Puerto Rico * 5168. Camuy Municipio, Puerto Rico * 5169. Canóvanas Municipio, Puerto Rico * 5170. Carolina Municipio, Puerto Rico * 5171. Cayey Municipio, Puerto Rico * 5172. Cidra Municipio, Puerto Rico * 5173. Coamo Municipio, Puerto Rico * 5174. Corozal Municipio, Puerto Rico * 5175. Dorado Municipio, Puerto Rico * 5176. Guayama Municipio, Puerto Rico * 5177. Guaynabo Municipio, Puerto Rico * 5178. Gurabo Municipio, Puerto Rico * 5179. Hatillo Municipio, Puerto Rico * 5180. Humacao Municipio, Puerto Rico * 5181. Isabela Municipio, Puerto Rico * 5182. Juana Díaz Municipio, Puerto Rico * 5183. Juncos Municipio, Puerto Rico * 5184. Las Piedras Municipio, Puerto Rico * 5185. Manatí Municipio, Puerto Rico * 5186. Mayagüez Municipio, Puerto Rico * 5187. Moca Municipio, Puerto Rico * 5188. Morovis Municipio, Puerto Rico * 5189. Ponce Municipio, Puerto Rico * 5190. Río Grande Municipio, Puerto Rico * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-40 5191. San Germán Municipio, Puerto Rico * 5192. San Juan Municipio, Puerto Rico * 5193. San Lorenzo Municipio, Puerto Rico * 5194. San Sebastián Municipio, Puerto Rico * 5195. Toa Alta Municipio, Puerto Rico * 5196. Toa Baja Municipio, Puerto Rico * 5197. Trujillo Alto Municipio, Puerto Rico * 5198. Vega Alta Municipio, Puerto Rico * 5199. Vega Baja Municipio, Puerto Rico * 5200. Yabucoa Municipio, Puerto Rico * 5201. Yauco Municipio, Puerto Rico * 5202. Adjuntas Municipio, Puerto Rico 5203. Aguas Buenas Municipio, Puerto Rico 5204. Aibonito Municipio, Puerto Rico 5205. Añasco Municipio, Puerto Rico 5206. Arroyo Municipio, Puerto Rico 5207. Barceloneta Municipio, Puerto Rico 5208. Barranquitas Municipio, Puerto Rico 5209. Cataño Municipio, Puerto Rico 5210. Ceiba Municipio, Puerto Rico 5211. Ciales Municipio, Puerto Rico 5212. Comerío Municipio, Puerto Rico 5213. Fajardo Municipio, Puerto Rico 5214. Florida Municipio, Puerto Rico 5215. Guánica Municipio, Puerto Rico 5216. Guayanilla Municipio, Puerto Rico 5217. Hormigueros Municipio, Puerto Rico 5218. Jayuya Municipio, Puerto Rico 5219. Lajas Municipio, Puerto Rico 5220. Lares Municipio, Puerto Rico 5221. Loíza Municipio, Puerto Rico 5222. Luquillo Municipio, Puerto Rico 5223. Maunabo Municipio, Puerto Rico 5224. Naguabo Municipio, Puerto Rico 5225. Naranjito Municipio, Puerto Rico 5226. Orocovis Municipio, Puerto Rico 5227. Patillas Municipio, Puerto Rico 5228. Peñuelas Municipio, Puerto Rico 5229. Quebradillas Municipio, Puerto Rico 5230. Rincón Municipio, Puerto Rico 5231. Sabana Grande Municipio, Puerto Rico 5232. Salinas Municipio, Puerto Rico 5233. Santa Isabel Municipio, Puerto Rico 5234. Utuado Municipio, Puerto Rico 5235. Villalba Municipio, Puerto Rico 5236. Coventry town, Rhode Island * 5237. Cranston city, Rhode Island * 5238. Cumberland town, Rhode Island * 5239. East Providence city, Rhode Island * 5240. North Providence town, Rhode Island * 5241. Pawtucket city, Rhode Island * 5242. Providence city, Rhode Island * 5243. South Kingstown town, Rhode Island * 5244. Warwick city, Rhode Island * 5245. Woonsocket city, Rhode Island * 5246. Barrington town, Rhode Island 5247. Bristol town, Rhode Island 5248. Burrillville town, Rhode Island 5249. Central Falls city, Rhode Island 5250. East Greenwich town, Rhode Island 5251. Glocester town, Rhode Island 5252. Johnston town, Rhode Island 5253. Lincoln town, Rhode Island 5254. Middletown town, Rhode Island 5255. Narragansett town, Rhode Island 5256. Newport city, Rhode Island 5257. North Kingstown town, Rhode Island 5258. North Smithfield town, Rhode Island 5259. Portsmouth town, Rhode Island 5260. Scituate town, Rhode Island 5261. Smithfield town, Rhode Island 5262. Tiverton town, Rhode Island 5263. Warren town, Rhode Island 5264. West Warwick town, Rhode Island 5265. Westerly town, Rhode Island 5266. Aiken city, South Carolina * 5267. Aiken County, South Carolina * 5268. Anderson County, South Carolina * 5269. Beaufort County, South Carolina * 5270. Berkeley County, South Carolina * 5271. Charleston city, South Carolina * 5272. Charleston County, South Carolina * 5273. Cherokee County, South Carolina * 5274. Chester County, South Carolina * 5275. Chesterfield County, South Carolina * 5276. Clarendon County, South Carolina * 5277. Colleton County, South Carolina * 5278. Columbia city, South Carolina * 5279. Darlington County, South Carolina * 5280. Dillon County, South Carolina * 5281. Dorchester County, South Carolina * 5282. Florence city, South Carolina * 5283. Florence County, South Carolina * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-41 5284. Georgetown County, South Carolina * 5285. Goose Creek city, South Carolina * 5286. Greenville city, South Carolina * 5287. Greenville County, South Carolina * 5288. Greenwood County, South Carolina * 5289. Greer city, South Carolina * 5290. Hilton Head Island town, South Carolina * 5291. Horry County, South Carolina * 5292. Jasper County, South Carolina * 5293. Kershaw County, South Carolina * 5294. Lancaster County, South Carolina * 5295. Laurens County, South Carolina * 5296. Lexington County, South Carolina * 5297. Marion County, South Carolina * 5298. Mount Pleasant town, South Carolina * 5299. Myrtle Beach city, South Carolina * 5300. Newberry County, South Carolina * 5301. North Charleston city, South Carolina * 5302. Oconee County, South Carolina * 5303. Orangeburg County, South Carolina * 5304. Pickens County, South Carolina * 5305. Richland County, South Carolina * 5306. Rock Hill city, South Carolina * 5307. Spartanburg city, South Carolina * 5308. Spartanburg County, South Carolina * 5309. Summerville town, South Carolina * 5310. Sumter city, South Carolina * 5311. Sumter County, South Carolina * 5312. Williamsburg County, South Carolina * 5313. York County, South Carolina * 5314. Abbeville County, South Carolina 5315. Anderson city, South Carolina 5316. Bamberg County, South Carolina 5317. Barnwell County, South Carolina 5318. Beaufort city, South Carolina 5319. Bluffton town, South Carolina 5320. Calhoun County, South Carolina 5321. Cayce city, South Carolina 5322. Clemson city, South Carolina 5323. Conway city, South Carolina 5324. Easley city, South Carolina 5325. Edgefield County, South Carolina 5326. Fairfield County, South Carolina 5327. Forest Acres city, South Carolina 5328. Fort Mill town, South Carolina 5329. Fountain Inn city, South Carolina 5330. Gaffney city, South Carolina 5331. Greenwood city, South Carolina 5332. Hampton County, South Carolina 5333. Hanahan city, South Carolina 5334. Irmo town, South Carolina 5335. James Island town, South Carolina 5336. Lee County, South Carolina 5337. Lexington town, South Carolina 5338. Marlboro County, South Carolina 5339. Mauldin city, South Carolina 5340. Moncks Corner town, South Carolina 5341. Newberry city, South Carolina 5342. North Augusta city, South Carolina 5343. North Myrtle Beach city, South Carolina 5344. Orangeburg city, South Carolina 5345. Port Royal town, South Carolina 5346. Saluda County, South Carolina 5347. Simpsonville city, South Carolina 5348. Tega Cay city, South Carolina 5349. Union County, South Carolina 5350. West Columbia city, South Carolina 5351. Brookings County, South Dakota * 5352. Brown County, South Dakota * 5353. Lincoln County, South Dakota * 5354. Minnehaha County, South Dakota * 5355. Pennington County, South Dakota * 5356. Rapid City city, South Dakota * 5357. Sioux Falls city, South Dakota * 5358. Aberdeen city, South Dakota 5359. Beadle County, South Dakota 5360. Box Elder city, South Dakota 5361. Brandon city, South Dakota 5362. Brookings city, South Dakota 5363. Butte County, South Dakota 5364. Clay County, South Dakota 5365. Codington County, South Dakota 5366. Davison County, South Dakota 5367. Hughes County, South Dakota 5368. Huron city, South Dakota 5369. Lake County, South Dakota 5370. Lawrence County, South Dakota 5371. Meade County, South Dakota 5372. Mitchell city, South Dakota 5373. Oglala Lakota County, South Dakota 5374. Pierre city, South Dakota 5375. Roberts County, South Dakota 5376. Spearfish city, South Dakota 5377. Todd County, South Dakota 5378. Union County, South Dakota 5379. Vermillion city, South Dakota 5380. Watertown city, South Dakota 5381. Yankton city, South Dakota 5382. Yankton County, South Dakota 5383. Anderson County, Tennessee * 5384. Bartlett city, Tennessee * 5385. Bedford County, Tennessee * 5386. Blount County, Tennessee * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-42 5387. Bradley County, Tennessee * 5388. Brentwood city, Tennessee * 5389. Campbell County, Tennessee * 5390. Carter County, Tennessee * 5391. Chattanooga city, Tennessee * 5392. Cheatham County, Tennessee * 5393. Claiborne County, Tennessee * 5394. Clarksville city, Tennessee * 5395. Cleveland city, Tennessee * 5396. Cocke County, Tennessee * 5397. Coffee County, Tennessee * 5398. Collierville town, Tennessee * 5399. Columbia city, Tennessee * 5400. Cookeville city, Tennessee * 5401. Cumberland County, Tennessee * 5402. Dickson County, Tennessee * 5403. Dyer County, Tennessee * 5404. Fayette County, Tennessee * 5405. Franklin city, Tennessee * 5406. Franklin County, Tennessee * 5407. Gallatin city, Tennessee * 5408. Germantown city, Tennessee * 5409. Gibson County, Tennessee * 5410. Greene County, Tennessee * 5411. Hamblen County, Tennessee * 5412. Hamilton County, Tennessee * 5413. Hawkins County, Tennessee * 5414. Hendersonville city, Tennessee * 5415. Henry County, Tennessee * 5416. Jackson city, Tennessee * 5417. Jefferson County, Tennessee * 5418. Johnson City city, Tennessee * 5419. Kingsport city, Tennessee * 5420. Knox County, Tennessee * 5421. Knoxville city, Tennessee * 5422. La Vergne city, Tennessee * 5423. Lawrence County, Tennessee * 5424. Lebanon city, Tennessee * 5425. Lincoln County, Tennessee * 5426. Loudon County, Tennessee * 5427. Madison County, Tennessee * 5428. Marshall County, Tennessee * 5429. Maury County, Tennessee * 5430. McMinn County, Tennessee * 5431. Memphis city, Tennessee * 5432. Monroe County, Tennessee * 5433. Montgomery County, Tennessee * 5434. Morristown city, Tennessee * 5435. Mount Juliet city, Tennessee * 5436. Murfreesboro city, Tennessee * 5437. Nashville-Davidson metropolitan government, Tennessee * 5438. Obion County, Tennessee * 5439. Putnam County, Tennessee * 5440. Rhea County, Tennessee * 5441. Roane County, Tennessee * 5442. Robertson County, Tennessee * 5443. Rutherford County, Tennessee * 5444. Sevier County, Tennessee * 5445. Shelby County, Tennessee * 5446. Smyrna town, Tennessee * 5447. Spring Hill city, Tennessee * 5448. Sullivan County, Tennessee * 5449. Sumner County, Tennessee * 5450. Tipton County, Tennessee * 5451. Warren County, Tennessee * 5452. Washington County, Tennessee * 5453. Weakley County, Tennessee * 5454. Williamson County, Tennessee * 5455. Wilson County, Tennessee * 5456. Arlington town, Tennessee 5457. Athens city, Tennessee 5458. Benton County, Tennessee 5459. Bledsoe County, Tennessee 5460. Bristol city, Tennessee 5461. Cannon County, Tennessee 5462. Carroll County, Tennessee 5463. Chester County, Tennessee 5464. Clinton city, Tennessee 5465. Collegedale city, Tennessee 5466. Crockett County, Tennessee 5467. Crossville city, Tennessee 5468. Decatur County, Tennessee 5469. DeKalb County, Tennessee 5470. Dickson city, Tennessee 5471. Dyersburg city, Tennessee 5472. East Ridge city, Tennessee 5473. Elizabethton city, Tennessee 5474. Farragut town, Tennessee 5475. Fentress County, Tennessee 5476. Giles County, Tennessee 5477. Goodlettsville city, Tennessee 5478. Grainger County, Tennessee 5479. Greeneville town, Tennessee 5480. Grundy County, Tennessee 5481. Hardeman County, Tennessee 5482. Hardin County, Tennessee 5483. Hartsville/Trousdale County, Tennessee 5484. Haywood County, Tennessee 5485. Henderson County, Tennessee 5486. Hickman County, Tennessee 5487. Humphreys County, Tennessee 5488. Jackson County, Tennessee 5489. Johnson County, Tennessee 5490. Lakeland city, Tennessee 5491. Lauderdale County, Tennessee 5492. Lawrenceburg city, Tennessee 5493. Lewis County, Tennessee 5494. Lewisburg city, Tennessee 5495. Macon County, Tennessee 5496. Manchester city, Tennessee 5497. Marion County, Tennessee 5498. Martin city, Tennessee 5499. Maryville city, Tennessee 5500. McMinnville city, Tennessee 5501. McNairy County, Tennessee 5502. Meigs County, Tennessee 5503. Millington city, Tennessee 5504. Morgan County, Tennessee 5505. Nolensville town, Tennessee 5506. Oak Ridge city, Tennessee 5507. Overton County, Tennessee 5508. Paris city, Tennessee 5509. Polk County, Tennessee 5510. Portland city, Tennessee 5511. Red Bank city, Tennessee 5512. Scott County, Tennessee 5513. Sequatchie County, Tennessee 5514. Sevierville city, Tennessee 5515. Shelbyville city, Tennessee 5516. Smith County, Tennessee 5517. Soddy-Daisy city, Tennessee 5518. Springfield city, Tennessee 5519. Stewart County, Tennessee 5520. Tullahoma city, Tennessee 5521. Unicoi County, Tennessee 5522. Union City city, Tennessee 5523. Union County, Tennessee 5524. Wayne County, Tennessee 5525. White County, Tennessee 5526. White House city, Tennessee 5527. Abilene city, Texas * 5528. Allen city, Texas * 5529. Amarillo city, Texas * 5530. Anderson County, Texas * 5531. Angelina County, Texas * 5532. Arlington city, Texas * 5533. Atascosa County, Texas * 5534. Austin city, Texas * 5535. Austin County, Texas * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-43 5536. Bastrop County, Texas * 5537. Baytown city, Texas * 5538. Beaumont city, Texas * 5539. Bedford city, Texas * 5540. Bee County, Texas * 5541. Bell County, Texas * 5542. Bexar County, Texas * 5543. Bowie County, Texas * 5544. Brazoria County, Texas * 5545. Brazos County, Texas * 5546. Brown County, Texas * 5547. Brownsville city, Texas * 5548. Bryan city, Texas * 5549. Burleson city, Texas * 5550. Burnet County, Texas * 5551. Caldwell County, Texas * 5552. Cameron County, Texas * 5553. Carrollton city, Texas * 5554. Cass County, Texas * 5555. Cedar Hill city, Texas * 5556. Cedar Park city, Texas * 5557. Chambers County, Texas * 5558. Cherokee County, Texas * 5559. Cibolo city, Texas * 5560. Cleburne city, Texas * 5561. College Station city, Texas * 5562. Collin County, Texas * 5563. Comal County, Texas * 5564. Conroe city, Texas * 5565. Cooke County, Texas * 5566. Coppell city, Texas * 5567. Copperas Cove city, Texas * 5568. Corpus Christi city, Texas * 5569. Coryell County, Texas * 5570. Dallas city, Texas * 5571. Dallas County, Texas * 5572. Deer Park city, Texas * 5573. Del Rio city, Texas * 5574. Denton city, Texas * 5575. Denton County, Texas * 5576. DeSoto city, Texas * 5577. Duncanville city, Texas * 5578. Ector County, Texas * 5579. Edinburg city, Texas * 5580. El Paso city, Texas * 5581. El Paso County, Texas * 5582. Ellis County, Texas * 5583. Erath County, Texas * 5584. Euless city, Texas * 5585. Fannin County, Texas * 5586. Farmers Branch city, Texas * 5587. Flower Mound town, Texas * 5588. Fort Bend County, Texas * 5589. Fort Worth city, Texas * 5590. Friendswood city, Texas * 5591. Frisco city, Texas * 5592. Galveston city, Texas * 5593. Galveston County, Texas * 5594. Garland city, Texas * 5595. Georgetown city, Texas * 5596. Grand Prairie city, Texas * 5597. Grapevine city, Texas * 5598. Grayson County, Texas * 5599. Gregg County, Texas * 5600. Guadalupe County, Texas * 5601. Hale County, Texas * 5602. Haltom City city, Texas * 5603. Hardin County, Texas * 5604. Harker Heights city, Texas * 5605. Harlingen city, Texas * 5606. Harris County, Texas * 5607. Harrison County, Texas * 5608. Hays County, Texas * 5609. Henderson County, Texas * 5610. Hidalgo County, Texas * 5611. Hill County, Texas * 5612. Hood County, Texas * 5613. Hopkins County, Texas * 5614. Houston city, Texas * 5615. Howard County, Texas * 5616. Hunt County, Texas * 5617. Huntsville city, Texas * 5618. Hurst city, Texas * 5619. Irving city, Texas * 5620. Jasper County, Texas * 5621. Jefferson County, Texas * 5622. Jim Wells County, Texas * 5623. Johnson County, Texas * 5624. Kaufman County, Texas * 5625. Keller city, Texas * 5626. Kendall County, Texas * 5627. Kerr County, Texas * 5628. Killeen city, Texas * 5629. Kleberg County, Texas * 5630. Kyle city, Texas * 5631. La Porte city, Texas * 5632. Lamar County, Texas * 5633. Lancaster city, Texas * 5634. Laredo city, Texas * 5635. League City city, Texas * 5636. Leander city, Texas * 5637. Lewisville city, Texas * 5638. Liberty County, Texas * 5639. Little Elm city, Texas * 5640. Longview city, Texas * 5641. Lubbock city, Texas * 5642. Lubbock County, Texas * 5643. Lufkin city, Texas * 5644. Mansfield city, Texas * 5645. Matagorda County, Texas * 5646. Maverick County, Texas * 5647. McAllen city, Texas * 5648. McKinney city, Texas * 5649. McLennan County, Texas * 5650. Medina County, Texas * 5651. Mesquite city, Texas * 5652. Midland city, Texas * 5653. Midland County, Texas * 5654. Midlothian city, Texas * 5655. Mission city, Texas * 5656. Missouri City city, Texas * 5657. Montgomery County, Texas * 5658. Nacogdoches city, Texas * 5659. Nacogdoches County, Texas * 5660. Navarro County, Texas * 5661. New Braunfels city, Texas * 5662. North Richland Hills city, Texas * 5663. Nueces County, Texas * 5664. Odessa city, Texas * 5665. Orange County, Texas * 5666. Parker County, Texas * 5667. Pasadena city, Texas * 5668. Pearland city, Texas * 5669. Pflugerville city, Texas * 5670. Pharr city, Texas * 5671. Plano city, Texas * 5672. Polk County, Texas * 5673. Port Arthur city, Texas * 5674. Potter County, Texas * 5675. Randall County, Texas * 5676. Richardson city, Texas * 5677. Rockwall city, Texas * 5678. Rockwall County, Texas * 5679. Rosenberg city, Texas * 5680. Round Rock city, Texas * 5681. Rowlett city, Texas * 5682. Rusk County, Texas * 5683. San Angelo city, Texas * 5684. San Antonio city, Texas * 5685. San Juan city, Texas * 5686. San Marcos city, Texas * 5687. San Patricio County, Texas * 5688. Schertz city, Texas * 5689. Sherman city, Texas * 5690. Smith County, Texas * 5691. Socorro city, Texas * 5692. Southlake city, Texas * 5693. Starr County, Texas * 5694. Sugar Land city, Texas * 5695. Tarrant County, Texas * 5696. Taylor County, Texas * 5697. Temple city, Texas * 5698. Texarkana city, Texas * 5699. Texas City city, Texas * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-44 5700. The Colony city, Texas * 5701. Titus County, Texas * 5702. Tom Green County, Texas * 5703. Travis County, Texas * 5704. Tyler city, Texas * 5705. Upshur County, Texas * 5706. Val Verde County, Texas * 5707. Van Zandt County, Texas * 5708. Victoria city, Texas * 5709. Victoria County, Texas * 5710. Waco city, Texas * 5711. Walker County, Texas * 5712. Waller County, Texas * 5713. Washington County, Texas * 5714. Waxahachie city, Texas * 5715. Weatherford city, Texas * 5716. Webb County, Texas * 5717. Weslaco city, Texas * 5718. Wharton County, Texas * 5719. Wichita County, Texas * 5720. Wichita Falls city, Texas * 5721. Williamson County, Texas * 5722. Wilson County, Texas * 5723. Wise County, Texas * 5724. Wood County, Texas * 5725. Wylie city, Texas * 5726. Addison town, Texas 5727. Alamo city, Texas 5728. Alice city, Texas 5729. Alton city, Texas 5730. Alvin city, Texas 5731. Andrews city, Texas 5732. Andrews County, Texas 5733. Angleton city, Texas 5734. Anna city, Texas 5735. Aransas County, Texas 5736. Athens city, Texas 5737. Azle city, Texas 5738. Balch Springs city, Texas 5739. Bandera County, Texas 5740. Bay City city, Texas 5741. Beeville city, Texas 5742. Bellaire city, Texas 5743. Bellmead city, Texas 5744. Belton city, Texas 5745. Benbrook city, Texas 5746. Big Spring city, Texas 5747. Blanco County, Texas 5748. Boerne city, Texas 5749. Bonham city, Texas 5750. Borger city, Texas 5751. Bosque County, Texas 5752. Brenham city, Texas 5753. Brownwood city, Texas 5754. Buda city, Texas 5755. Burkburnett city, Texas 5756. Burleson County, Texas 5757. Calhoun County, Texas 5758. Callahan County, Texas 5759. Camp County, Texas 5760. Canyon city, Texas 5761. Celina city, Texas 5762. Clay County, Texas 5763. Clute city, Texas 5764. Colleyville city, Texas 5765. Colorado County, Texas 5766. Comanche County, Texas 5767. Converse city, Texas 5768. Corinth city, Texas 5769. Corsicana city, Texas 5770. Crowley city, Texas 5771. Dawson County, Texas 5772. Deaf Smith County, Texas 5773. Denison city, Texas 5774. DeWitt County, Texas 5775. Dickinson city, Texas 5776. Dimmit County, Texas 5777. Donna city, Texas 5778. Dumas city, Texas 5779. Duval County, Texas 5780. Eagle Pass city, Texas 5781. Eastland County, Texas 5782. El Campo city, Texas 5783. Elgin city, Texas 5784. Ennis city, Texas 5785. Fair Oaks Ranch city, Texas 5786. Falls County, Texas 5787. Fate city, Texas 5788. Fayette County, Texas 5789. Forest Hill city, Texas 5790. Forney city, Texas 5791. Franklin County, Texas 5792. Fredericksburg city, Texas 5793. Freeport city, Texas 5794. Freestone County, Texas 5795. Frio County, Texas 5796. Fulshear city, Texas 5797. Gaines County, Texas 5798. Gainesville city, Texas 5799. Galena Park city, Texas 5800. Gatesville city, Texas 5801. Gillespie County, Texas 5802. Glenn Heights city, Texas 5803. Gonzales County, Texas 5804. Granbury city, Texas 5805. Gray County, Texas 5806. Greenville city, Texas 5807. Grimes County, Texas 5808. Groves city, Texas 5809. Henderson city, Texas 5810. Hereford city, Texas 5811. Hewitt city, Texas 5812. Hidalgo city, Texas 5813. Highland Village city, Texas 5814. Hockley County, Texas 5815. Horizon City city, Texas 5816. Houston County, Texas 5817. Humble city, Texas 5818. Hutchinson County, Texas 5819. Hutto city, Texas 5820. Ingleside city, Texas 5821. Jacinto City city, Texas 5822. Jackson County, Texas 5823. Jacksonville city, Texas 5824. Jones County, Texas 5825. Karnes County, Texas 5826. Katy city, Texas 5827. Kerrville city, Texas 5828. Kilgore city, Texas 5829. Kingsville city, Texas 5830. La Marque city, Texas 5831. Lake Jackson city, Texas 5832. Lakeway city, Texas 5833. Lamb County, Texas 5834. Lampasas County, Texas 5835. Lavaca County, Texas 5836. Lee County, Texas 5837. Leon County, Texas 5838. Leon Valley city, Texas 5839. Levelland city, Texas 5840. Limestone County, Texas 5841. Live Oak city, Texas 5842. Live Oak County, Texas 5843. Llano County, Texas 5844. Lockhart city, Texas 5845. Lumberton city, Texas 5846. Madison County, Texas 5847. Manor city, Texas 5848. Manvel city, Texas 5849. Marshall city, Texas 5850. Melissa city, Texas 5851. Mercedes city, Texas 5852. Milam County, Texas 5853. Mineral Wells city, Texas 5854. Montague County, Texas 5855. Moore County, Texas 5856. Morris County, Texas 5857. Mount Pleasant city, Texas 5858. Murphy city, Texas 5859. Nederland city, Texas 5860. Newton County, Texas 5861. Nolan County, Texas 5862. Orange city, Texas 5863. Palestine city, Texas 5864. Palo Pinto County, Texas AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-45 5865. Pampa city, Texas 5866. Panola County, Texas 5867. Paris city, Texas 5868. Pearsall city, Texas 5869. Pecos city, Texas 5870. Pecos County, Texas 5871. Plainview city, Texas 5872. Pleasanton city, Texas 5873. Port Lavaca city, Texas 5874. Port Neches city, Texas 5875. Portland city, Texas 5876. Princeton city, Texas 5877. Prosper town, Texas 5878. Rains County, Texas 5879. Raymondville city, Texas 5880. Red Oak city, Texas 5881. Red River County, Texas 5882. Reeves County, Texas 5883. Richmond city, Texas 5884. Rio Grande City city, Texas 5885. Robertson County, Texas 5886. Robinson city, Texas 5887. Robstown city, Texas 5888. Rockport city, Texas 5889. Roma city, Texas 5890. Royse City city, Texas 5891. Runnels County, Texas 5892. Sabine County, Texas 5893. Sachse city, Texas 5894. Saginaw city, Texas 5895. San Benito city, Texas 5896. San Jacinto County, Texas 5897. Santa Fe city, Texas 5898. Scurry County, Texas 5899. Seabrook city, Texas 5900. Seagoville city, Texas 5901. Seguin city, Texas 5902. Selma city, Texas 5903. Shelby County, Texas 5904. Snyder city, Texas 5905. South Houston city, Texas 5906. Stafford city, Texas 5907. Stephenville city, Texas 5908. Sulphur Springs city, Texas 5909. Sweetwater city, Texas 5910. Taylor city, Texas 5911. Terrell city, Texas 5912. Terry County, Texas 5913. Tomball city, Texas 5914. Trinity County, Texas 5915. Trophy Club town, Texas 5916. Tyler County, Texas 5917. Universal City city, Texas 5918. University Park city, Texas 5919. Uvalde city, Texas 5920. Uvalde County, Texas 5921. Vernon city, Texas 5922. Vidor city, Texas 5923. Ward County, Texas 5924. Watauga city, Texas 5925. Webster city, Texas 5926. West University Place city, Texas 5927. White Settlement city, Texas 5928. Wilbarger County, Texas 5929. Willacy County, Texas 5930. Young County, Texas 5931. Zapata County, Texas 5932. Zavala County, Texas 5933. American Fork city, Utah * 5934. Bountiful city, Utah * 5935. Box Elder County, Utah * 5936. Cache County, Utah * 5937. Cedar City city, Utah * 5938. Clearfield city, Utah * 5939. Cottonwood Heights city, Utah * 5940. Davis County, Utah * 5941. Draper city, Utah * 5942. Eagle Mountain city, Utah * 5943. Herriman city, Utah * 5944. Holladay city, Utah * 5945. Iron County, Utah * 5946. Kaysville city, Utah * 5947. Kearns metro township, Utah * 5948. Layton city, Utah * 5949. Lehi city, Utah * 5950. Logan city, Utah * 5951. Midvale city, Utah * 5952. Millcreek city, Utah * 5953. Murray city, Utah * 5954. Ogden city, Utah * 5955. Orem city, Utah * 5956. Pleasant Grove city, Utah * 5957. Provo city, Utah * 5958. Riverton city, Utah * 5959. Roy city, Utah * 5960. Salt Lake City city, Utah * 5961. Salt Lake County, Utah * 5962. Sandy city, Utah * 5963. Sanpete County, Utah * 5964. Saratoga Springs city, Utah * 5965. South Jordan city, Utah * 5966. Spanish Fork city, Utah * 5967. Springville city, Utah * 5968. St. George city, Utah * 5969. Summit County, Utah * 5970. Syracuse city, Utah * 5971. Taylorsville city, Utah * 5972. Tooele city, Utah * 5973. Tooele County, Utah * 5974. Uintah County, Utah * 5975. Utah County, Utah * 5976. Wasatch County, Utah * 5977. Washington County, Utah * 5978. Weber County, Utah * 5979. West Jordan city, Utah * 5980. West Valley City city, Utah * 5981. Alpine city, Utah 5982. Bluffdale city, Utah 5983. Brigham City city, Utah 5984. Carbon County, Utah 5985. Cedar Hills city, Utah 5986. Centerville city, Utah 5987. Clinton city, Utah 5988. Duchesne County, Utah 5989. Emery County, Utah 5990. Farmington city, Utah 5991. Grantsville city, Utah 5992. Heber city, Utah 5993. Highland city, Utah 5994. Hurricane city, Utah 5995. Juab County, Utah 5996. Lindon city, Utah 5997. Magna metro township, Utah 5998. Mapleton city, Utah 5999. Millard County, Utah 6000. Morgan County, Utah 6001. North Logan city, Utah 6002. North Ogden city, Utah 6003. North Salt Lake city, Utah 6004. Payson city, Utah 6005. Pleasant View city, Utah 6006. San Juan County, Utah 6007. Santaquin city, Utah 6008. Sevier County, Utah 6009. Smithfield city, Utah 6010. South Ogden city, Utah 6011. South Salt Lake city, Utah 6012. Vernal city, Utah 6013. Vineyard town, Utah 6014. Washington city, Utah 6015. West Haven city, Utah 6016. West Point city, Utah 6017. Woods Cross city, Utah 6018. Addison County, Vermont * 6019. Bennington County, Vermont * 6020. Burlington city, Vermont * 6021. Chittenden County, Vermont * 6022. Franklin County, Vermont * 6023. Rutland County, Vermont * 6024. Washington County, Vermont * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-46 6025. Windham County, Vermont * 6026. Windsor County, Vermont * 6027. Bennington town, Vermont 6028. Brattleboro town, Vermont 6029. Caledonia County, Vermont 6030. Colchester town, Vermont 6031. Essex Junction village, Vermont 6032. Essex town, Vermont 6033. Lamoille County, Vermont 6034. Milton town, Vermont 6035. Orange County, Vermont 6036. Orleans County, Vermont 6037. Rutland city, Vermont 6038. South Burlington city, Vermont 6039. Williston town, Vermont 6040. Accomack County, Virginia * 6041. Albemarle County, Virginia * 6042. Alexandria city, Virginia * 6043. Amherst County, Virginia * 6044. Arlington County, Virginia * 6045. Augusta County, Virginia * 6046. Bedford County, Virginia * 6047. Blacksburg town, Virginia * 6048. Botetourt County, Virginia * 6049. Campbell County, Virginia * 6050. Caroline County, Virginia * 6051. Charlottesville city, Virginia * 6052. Chesapeake city, Virginia * 6053. Chesterfield County, Virginia * 6054. Culpeper County, Virginia * 6055. Danville city, Virginia * 6056. Fairfax County, Virginia * 6057. Fauquier County, Virginia * 6058. Franklin County, Virginia * 6059. Frederick County, Virginia * 6060. Gloucester County, Virginia * 6061. Halifax County, Virginia * 6062. Hampton city, Virginia * 6063. Hanover County, Virginia * 6064. Harrisonburg city, Virginia * 6065. Henrico County, Virginia * 6066. Henry County, Virginia * 6067. Isle of Wight County, Virginia * 6068. James City County, Virginia * 6069. Leesburg town, Virginia * 6070. Loudoun County, Virginia * 6071. Louisa County, Virginia * 6072. Lynchburg city, Virginia * 6073. Manassas city, Virginia * 6074. Mecklenburg County, Virginia * 6075. Montgomery County, Virginia * 6076. Newport News city, Virginia * 6077. Norfolk city, Virginia * 6078. Orange County, Virginia * 6079. Petersburg city, Virginia * 6080. Pittsylvania County, Virginia * 6081. Portsmouth city, Virginia * 6082. Prince George County, Virginia * 6083. Prince William County, Virginia * 6084. Pulaski County, Virginia * 6085. Richmond city, Virginia * 6086. Roanoke city, Virginia * 6087. Roanoke County, Virginia * 6088. Rockingham County, Virginia * 6089. Shenandoah County, Virginia * 6090. Smyth County, Virginia * 6091. Spotsylvania County, Virginia * 6092. Stafford County, Virginia * 6093. Suffolk city, Virginia * 6094. Tazewell County, Virginia * 6095. Virginia Beach city, Virginia * 6096. Warren County, Virginia * 6097. Washington County, Virginia * 6098. Wise County, Virginia * 6099. York County, Virginia * 6100. Alleghany County, Virginia 6101. Amelia County, Virginia 6102. Appomattox County, Virginia 6103. Bristol city, Virginia 6104. Brunswick County, Virginia 6105. Buchanan County, Virginia 6106. Buckingham County, Virginia 6107. Carroll County, Virginia 6108. Charlotte County, Virginia 6109. Christiansburg town, Virginia 6110. Clarke County, Virginia 6111. Colonial Heights city, Virginia 6112. Culpeper town, Virginia 6113. Dickenson County, Virginia 6114. Dinwiddie County, Virginia 6115. Essex County, Virginia 6116. Fairfax city, Virginia 6117. Falls Church city, Virginia 6118. Floyd County, Virginia 6119. Fluvanna County, Virginia 6120. Fredericksburg city, Virginia 6121. Front Royal town, Virginia 6122. Giles County, Virginia 6123. Goochland County, Virginia 6124. Grayson County, Virginia 6125. Greene County, Virginia 6126. Greensville County, Virginia 6127. Herndon town, Virginia 6128. Hopewell city, Virginia 6129. King George County, Virginia 6130. King William County, Virginia 6131. Lancaster County, Virginia 6132. Lee County, Virginia 6133. Lunenburg County, Virginia 6134. Madison County, Virginia 6135. Manassas Park city, Virginia 6136. Martinsville city, Virginia 6137. Middlesex County, Virginia 6138. Nelson County, Virginia 6139. New Kent County, Virginia 6140. Northampton County, Virginia 6141. Northumberland County, Virginia 6142. Nottoway County, Virginia 6143. Page County, Virginia 6144. Patrick County, Virginia 6145. Poquoson city, Virginia 6146. Powhatan County, Virginia 6147. Prince Edward County, Virginia 6148. Purcellville town, Virginia 6149. Radford city, Virginia 6150. Rockbridge County, Virginia 6151. Russell County, Virginia 6152. Salem city, Virginia 6153. Scott County, Virginia 6154. Southampton County, Virginia 6155. Staunton city, Virginia 6156. Sussex County, Virginia 6157. Vienna town, Virginia 6158. Warrenton town, Virginia 6159. Waynesboro city, Virginia 6160. Westmoreland County, Virginia 6161. Williamsburg city, Virginia 6162. Winchester city, Virginia 6163. Wythe County, Virginia 6164. Appleton city, Wisconsin * 6165. Barron County, Wisconsin * 6166. Beloit city, Wisconsin * 6167. Brookfield city, Wisconsin * 6168. Brown County, Wisconsin * 6169. Calumet County, Wisconsin * 6170. Chippewa County, Wisconsin * 6171. Clark County, Wisconsin * AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-47 6172. Columbia County, Wisconsin * 6173. Dane County, Wisconsin * 6174. Dodge County, Wisconsin * 6175. Douglas County, Wisconsin * 6176. Dunn County, Wisconsin * 6177. Eau Claire city, Wisconsin * 6178. Eau Claire County, Wisconsin * 6179. Fitchburg city, Wisconsin * 6180. Fond du Lac city, Wisconsin * 6181. Fond du Lac County, Wisconsin * 6182. Franklin city, Wisconsin * 6183. Grant County, Wisconsin * 6184. Green Bay city, Wisconsin * 6185. Green County, Wisconsin * 6186. Greenfield city, Wisconsin * 6187. Janesville city, Wisconsin * 6188. Jefferson County, Wisconsin * 6189. Kenosha city, Wisconsin * 6190. Kenosha County, Wisconsin * 6191. La Crosse city, Wisconsin * 6192. La Crosse County, Wisconsin * 6193. Madison city, Wisconsin * 6194. Manitowoc city, Wisconsin * 6195. Manitowoc County, Wisconsin * 6196. Marathon County, Wisconsin * 6197. Marinette County, Wisconsin * 6198. Menomonee Falls village, Wisconsin * 6199. Milwaukee city, Wisconsin * 6200. Milwaukee County, Wisconsin * 6201. Monroe County, Wisconsin * 6202. New Berlin city, Wisconsin * 6203. Oak Creek city, Wisconsin * 6204. Oconto County, Wisconsin * 6205. Oneida County, Wisconsin * 6206. Oshkosh city, Wisconsin * 6207. Outagamie County, Wisconsin * 6208. Ozaukee County, Wisconsin * 6209. Pierce County, Wisconsin * 6210. Polk County, Wisconsin * 6211. Portage County, Wisconsin * 6212. Racine city, Wisconsin * 6213. Racine County, Wisconsin * 6214. Rock County, Wisconsin * 6215. Sauk County, Wisconsin * 6216. Shawano County, Wisconsin * 6217. Sheboygan city, Wisconsin * 6218. Sheboygan County, Wisconsin * 6219. St. Croix County, Wisconsin * 6220. Sun Prairie city, Wisconsin * 6221. Vernon County, Wisconsin * 6222. Walworth County, Wisconsin * 6223. Washington County, Wisconsin * 6224. Waukesha city, Wisconsin * 6225. Waukesha County, Wisconsin * 6226. Waupaca County, Wisconsin * 6227. Wausau city, Wisconsin * 6228. Wauwatosa city, Wisconsin * 6229. West Allis city, Wisconsin * 6230. West Bend city, Wisconsin * 6231. Winnebago County, Wisconsin * 6232. Wood County, Wisconsin * 6233. Adams County, Wisconsin 6234. Allouez village, Wisconsin 6235. Ashland County, Wisconsin 6236. Ashwaubenon village, Wisconsin 6237. Baraboo city, Wisconsin 6238. Bayfield County, Wisconsin 6239. Beaver Dam city, Wisconsin 6240. Bellevue village, Wisconsin 6241. Brown Deer village, Wisconsin 6242. Buffalo County, Wisconsin 6243. Burlington city, Wisconsin 6244. Burnett County, Wisconsin 6245. Caledonia village, Wisconsin 6246. Cedarburg city, Wisconsin 6247. Chippewa Falls city, Wisconsin 6248. Crawford County, Wisconsin 6249. Cudahy city, Wisconsin 6250. De Pere city, Wisconsin 6251. DeForest village, Wisconsin 6252. Door County, Wisconsin 6253. Elkhorn city, Wisconsin 6254. Fort Atkinson city, Wisconsin 6255. Fox Crossing village, Wisconsin 6256. Germantown village, Wisconsin 6257. Glendale city, Wisconsin 6258. Grafton village, Wisconsin 6259. Grand Chute town, Wisconsin 6260. Green Lake County, Wisconsin 6261. Greendale village, Wisconsin 6262. Greenville town, Wisconsin 6263. Harrison village, Wisconsin 6264. Hartford city, Wisconsin 6265. Hobart village, Wisconsin 6266. Holmen village, Wisconsin 6267. Howard village, Wisconsin 6268. Hudson city, Wisconsin 6269. Iowa County, Wisconsin 6270. Jackson County, Wisconsin 6271. Juneau County, Wisconsin 6272. Kaukauna city, Wisconsin 6273. Kewaunee County, Wisconsin 6274. Lafayette County, Wisconsin 6275. Langlade County, Wisconsin 6276. Lincoln County, Wisconsin 6277. Lisbon town, Wisconsin 6278. Little Chute village, Wisconsin 6279. Marinette city, Wisconsin 6280. Marquette County, Wisconsin 6281. Marshfield city, Wisconsin 6282. Menasha city, Wisconsin 6283. Menomonie city, Wisconsin 6284. Mequon city, Wisconsin 6285. Middleton city, Wisconsin 6286. Monroe city, Wisconsin 6287. Mount Pleasant village, Wisconsin 6288. Muskego city, Wisconsin 6289. Neenah city, Wisconsin 6290. Oconomowoc city, Wisconsin 6291. Onalaska city, Wisconsin 6292. Oregon village, Wisconsin 6293. Pewaukee city, Wisconsin 6294. Platteville city, Wisconsin 6295. Pleasant Prairie village, Wisconsin 6296. Plover village, Wisconsin 6297. Port Washington city, Wisconsin 6298. Portage city, Wisconsin 6299. Price County, Wisconsin 6300. Richfield village, Wisconsin 6301. Richland County, Wisconsin 6302. River Falls city, Wisconsin 6303. Rusk County, Wisconsin 6304. Salem Lakes village, Wisconsin 6305. Sawyer County, Wisconsin 6306. Shorewood village, Wisconsin 6307. South Milwaukee city, Wisconsin 6308. Stevens Point city, Wisconsin 6309. Stoughton city, Wisconsin AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 I-48 6310. Suamico village, Wisconsin 6311. Superior city, Wisconsin 6312. Sussex village, Wisconsin 6313. Taylor County, Wisconsin 6314. Trempealeau County, Wisconsin 6315. Two Rivers city, Wisconsin 6316. Verona city, Wisconsin 6317. Vilas County, Wisconsin 6318. Washburn County, Wisconsin 6319. Watertown city, Wisconsin 6320. Waunakee village, Wisconsin 6321. Waupun city, Wisconsin 6322. Waushara County, Wisconsin 6323. Weston village, Wisconsin 6324. Whitefish Bay village, Wisconsin 6325. Whitewater city, Wisconsin 6326. Wisconsin Rapids city, Wisconsin 6327. Albany County, Wyoming * 6328. Campbell County, Wyoming * 6329. Casper city, Wyoming * 6330. Cheyenne city, Wyoming * 6331. Fremont County, Wyoming * 6332. Gillette city, Wyoming * 6333. Laramie city, Wyoming * 6334. Laramie County, Wyoming * 6335. Natrona County, Wyoming * 6336. Sheridan County, Wyoming * 6337. Sweetwater County, Wyoming * 6338. Big Horn County, Wyoming 6339. Carbon County, Wyoming 6340. Converse County, Wyoming 6341. Evanston city, Wyoming 6342. Goshen County, Wyoming 6343. Green River city, Wyoming 6344. Jackson town, Wyoming 6345. Lincoln County, Wyoming 6346. Park County, Wyoming 6347. Riverton city, Wyoming 6348. Rock Springs city, Wyoming 6349. Sheridan city, Wyoming 6350. Teton County, Wyoming 6351. Uinta County, Wyoming AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-1 EXHIBIT J Settling Distributors’ Subsidiaries, Joint Ventures, and Predecessor Entities ABC 1. A.T. Pharma Consultancy FZC 2. AB Eurco Ltd 3. AB Financing, LLC 4. AB Finco Ltd 5. AB Nokco Ltd 6. AB Singapore Investments Pte. Ltd. 7. AB Specialty Solutions, LLC 8. ABBP International Company 9. ABSG Canada Holdings, Inc. 10. Access M.D. Inc. 11. AERO LINK Courier GmbH 12. Agri-Laboratories, LTD 13. Agstrata, LLC 14. AH Schweiz GmbH 15. AH UK Holdco 1 Limited 16. Alcura France 17. Alcura Health España, S.A. 18. Alcura UK Limited 19. Alliance Boots BV 20. Alliance Boots Schweiz Investments GmbH 21. Alliance Health Services, Inc. 22. Alliance Healthcare (Distribution) Limited 23. Alliance Healthcare Acores (f/k/a Proconfar, S.A.) 24. Alliance Healthcare Ecza Deposu Anonim Şirketi 25. Alliance Healthcare España Holdings, S.L. 26. Alliance Healthcare España S.A. 27. Alliance Healthcare France SA 28. Alliance Healthcare Group France SA 29. Alliance Healthcare Management Services (Nederland) B.V. 30. Alliance Healthcare Management Services Limited 31. Alliance Healthcare Nederland B.V. 32. Alliance Healthcare Norge AS 33. Alliance Healthcare Participaçıes SGPS, unipessoal, Lda. 34. Alliance Healthcare Répartition 35. Alliance Healthcare Romania SRL 36. Alliance Healthcare S.A. 37. Alliance Healthcare s.r.o. 38. Alliance Healthcare s.r.o. Slovakia Branch 39. Alliance Healthcare Services France (f/k/a Alliance Healthcare Formation SAS) 40. Alliance Healthcare Technology Services Limited 41. Alliance Healthcare Turkey Holding A.S. 42. Alliance Healthcare Yatirim Holding Anonim Şirketi 43. Alliance Home Health Care, Inc. 44. Alliance UniChem IP Limited 45. Alloga (Nederland) B.V. 46. Alloga France SAS 47. Alloga Logifarma, S.A. 48. Alloga Logistica (España) S.L. 49. ALLOGA LOGISTICS ROMANIA SRL 50. Alloga Portugal - Armazenagem e Distribuicao Farmaceutica, Lda 51. Alloga UK Limited 52. AllyDVM, Inc. 53. Almus Farmaceutica, S.A. 54. Almus France 55. Almus Pharmacuticals Limited 56. Almus, Lda. 57. Alphega SA 58. Ambulatory Pharmaceutical Services, Inc. 59. American Medical Distributors, Inc. 60. American Oncology Network, LLC 61. Amerisource Health Services Corporation 62. Amerisource Health Services, LLC 63. Amerisource Health Services, LLC d/b/a American Health Packaging 64. Amerisource Heritage Corporation 65. AmeriSource Heritage LLC 66. Amerisource Receivables Financial Corporation 67. Amerisource Sales Corporation 68. AmerisourceBergen Associate Assistance Fund 69. AmerisourceBergen BC, ULC 70. AmerisourceBergen Canada Corporation 71. AmerisourceBergen Canada GP LLC 72. AmerisourceBergen Canada GP, LLC 73. AmerisourceBergen Canada Holdings LP 74. AmerisourceBergen Consulting Services, Inc. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-2 75. AmerisourceBergen Consulting Services, LLC 76. AmerisourceBergen Corporation 77. AmerisourceBergen Drug Corporation 78. AmerisourceBergen Foundation 79. AmerisourceBergen Global Holdings GmbH 80. AmerisourceBergen Global Investments S.a.r.l. 81. AmerisourceBergen Global Manufacturer Services GmbH 82. AmerisourceBergen Group GmbH 83. AmerisourceBergen Holding Corporation 84. AmerisourceBergen Integrated Services Offering, LLC 85. AmerisourceBergen International Holdings Inc. 86. AmerisourceBergen International Investments, LLC 87. AmerisourceBergen Luxembourg s.a.r.l. 88. AmerisourceBergen Services Corporation 89. AmerisourceBergen Sourcing, LLC 90. AmerisourceBergen Specialty Group Canada Corporation 91. AmerisourceBergen Specialty Group Canada Holdings, Inc. 92. AmerisourceBergen Specialty Group, Inc. 93. AmerisourceBergen Specialty Group, LLC 94. AmerisourceBergen Swiss Holdings GmbH 95. AmerisourceBergen Switzerland GmbH 96. AmerisourceBergen UK Holdings Ltd 97. Anderson Packaging, Inc. 98. AndersonBrecon Inc. 99. Animal Prescriptions Limited 100. Animalytix LLC 101. Apluspharma Ltd 102. Apotheek Hagi B.V. 103. Apotheek Lichtenvoorde B.V. 104. APS Acquisitions Corporation 105. APS Enterprises Holding Company, Inc. 106. Armila UAB 107. ASD Hemophilia Management, LLC 108. ASD Hemophilia Program, L.P. 109. ASD Specialty Healthcare, Inc. 110. ASD Specialty Healthcare, LLC 111. ASD Specialty Healthcare, LLC d/b/a ASD Healthcare 112. ASD Specialty Healthcare, LLC d/b/a Besse Medical 113. ASD Specialty Healthcare, LLC d/b/a Oncology Supply 114. Automed Technologies (Canada) Inc. 115. Automed Technologies (Canada) ULC 116. Automed Technologies, Inc. 117. BBC Laboratories 118. BBC Operating Sub, Inc. 119. BBC Packing Corporation 120. BBC Special Packaging, Inc. 121. BBC Transportation Co. 122. Beachcourse Limited 123. Bellco Drug Corp. 124. Bellco Health Corp. 125. Bergen Brunswig Corporation 126. Bergen Brunswig Drug Company 127. Bergen Brunswig Realty Services, Inc. 128. Bermuda Equity Holdings, Ltd. 129. Beverly Acquisition Corporation 130. Blue Hill II, Inc. 131. Blue Hill, Inc. 132. BluePoint Intellectual Property, LLC 133. Boots Nederland B.V. 134. Boots Norge AS 135. BP Pharmaceuticals Laboratories Unlimited Company 136. BPL Brasil Participacoes Ltda. 137. BPL Brazil Holding Company s.a.r.l. 138. BPL Brazil, LLC 139. BPL Group, LLC 140. BPL Pharmaceuticals Holding Unlimited Company 141. BPLH Ireland Company Dublin, Zug Branch 142. BPLH Ireland Unlimited Company 143. Brecon Holdings Limited 144. Brecon Pharmaceuticals Holdings Limited 145. Brecon Pharmaceuticals Limited 146. Bridge Medical, Inc. 147. Brownstone Pharmacy, Inc. 148. Bruin Acquisition Corp. 149. Burt's Pharmacy, LLC 150. Cameron Stewart Lifescience Canada Inc. 151. Cannes RJ Participacoes S.A. 152. Capstone Med, Inc. 153. Capstone Pharmacy of Delaware, Inc. 154. CDRF Parent LLC 155. CDRF Parent, Inc. 156. Centaur Services Limited 157. Centro Farmaceutico Asturiano, SA 158. Century Advertising Inc. 159. Chapin Drug Company 160. Choice Medical, Inc. 161. Clinical Outcomes Resource Application Corporation 162. Clinical Outcomes Resource Application, Inc. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-3 163. CliniCare Concepts, Inc. 164. ClinPharm, L.L.C. 165. Committed Provider Services, LLC 166. Compuscript, Inc. 167. Computran Systems, Inc. 168. Corrections Pharmacies Licensing Company, L.L.C. 169. Corrections Pharmacies of California, LP 170. Corrections Pharmacies of Hawaii, LP 171. Corrections Pharmacies, L.L.C. 172. Cubex, LLC 173. Datapharm Sarl 174. DD Wholesale, Inc. 175. Dialysis Purchasing Alliance, Inc. 176. Directlog 177. Documedics Acquisition Co., Inc. 178. Drug Service, Inc. 179. Dunnington Drug, Inc. 180. Dunnington RX Services of Massachusetts, Inc. 181. Dunnington RX Services of Rhode Island, Inc. 182. Durr-Fillauer Medical, Inc. 183. Durvet, Inc. 184. Dymaxium Healthcare Innovations, Ltd. 185. Dymaxium Holdings, Ltd. 186. Dymaxium, Ltd. 187. Entel d.o.o. 188. Escalante Solutions, L.P. 189. Esko Itriyat Sanayi ve Ticaret Anonim Şirketi 190. Euro Registratie Collectief B.V. 191. European Physician Networks GmbH 192. Express Pharmacy Services, Inc. 193. Falcon Acquisition Sub, LLC 194. Family Center Pharmacy, Inc. 195. Feeders Advantage, LCC 196. General Drug Company 197. Goot Nursing Home Pharmacy, Inc. 198. Goot Westbridge Pharmacy, Inc. 199. Goot's Goodies, Inc. 200. Goot's Pharmacy & Orthopedic Supply, Inc. 201. Green Barn, Inc 202. H. D. Smith Holding Company 203. H. D. Smith Holdings, LLC 204. H. D. Smith Wholesale Drug Co. 205. H. D. Smith, LLC 206. HAI Acquisition, Inc. 207. HDS Solutions, LLC 208. Health Services Capital Corporation 209. Healthcare Prescription Services, Inc. 210. HealthForward Inc. 211. HealthQuest Partner II, L.P. 212. HealthTronics Data Solutions LLC 213. HealthTronics Data Solutions, LLC 214. HealthTronics Information Technology Solutions, Inc. 215. Hedef International Holdings BV 216. Home Medical Equipment Health Company 217. Hydra Pharm SPA 218. I.g.G. of America, Inc. 219. IHS Acquisition XXX, Inc. 220. Imedex, Inc. 221. Imedex, LLC 222. Independent Pharmacy Buying Group, Inc. 223. Innomar Pharmacy (BC) Inc. 224. Innomar Pharmacy (SK) Inc. 225. Innomar Pharmacy Inc. 226. Innomar Specialty Pharmacy, Inc. 227. Innomar Strategies Inc. 228. Innovation Cancer, Inc. 229. Insta-Care Holdings, Inc. 230. Insta-Care Pharmacy Services Corporation 231. Intake Initiatives Incorporated 232. IntegraConnect NewCo, LLC 233. Integrated Commercialization Solutions, Inc. 234. Integrated Commercialization Solutions, LLC 235. Integrated Health Systems Outcomes Coalition, LLC 236. Inteplex, Inc. 237. Interfill, LLC 238. International Oncology Network Solutions, Inc. 239. International Physician Networks, L.L.C. 240. International Rheumatology Network, L.L.C. 241. IntrinsiQ Holdings, Inc. 242. IntrinsiQ Specialty Solutions, Inc. 243. IntrinsiQ Tendler, Inc. 244. IntrinsiQ, LLC 245. J.M. Blanco, Inc. 246. James Brudnick Company, Inc. 247. K/S Instrument Corp. 248. KRP Investments, Inc. 249. Labpak Limited 250. LAD Drug Corporation 251. Leading Educational Research Network, LLC 252. Lexicon Pharmacy Services, L.L.C. 253. Liberty Acquisition Corp. 254. Libra C.V. 255. Los Angeles Drug Corporation 256. M.D.P. Properties, Inc. 257. Managed Care Network, Inc. 258. Marshall Reinardy LLC AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-4 259. Medical Health Industries, Inc. 260. Medical Initiatives, Inc. 261. Medidyne Corp. 262. Medselect Inc. 263. Memorial Pet Care, Inc. 264. Micro Technologies Canada Inc. 265. MWI Buying Group Limited (formerly St. Francis Limited) 266. MWI Supply (UK Acquisition) Limited 267. MWI Supply (UK Holdings) Limited 268. MWI Supply (UK) Limited 269. MWI Veterinary Supply Co. 270. MWI Veterinary Supply, Inc. 271. Nareks Ecza Deposu Ticaret Anonim Şirketi 272. Network for Medical Communication & Research Analytics, LLC 273. New Jersey Medical Corporation 274. Nexiapharma, SL 275. NMCR Holdings, Inc. 276. NMCR-Europe, LLC 277. Northeast Veterinary Supply Company, LLC 278. Oktal Pharma d.o.o 279. Oktal Pharma d.o.o 280. Oktal Pharma d.o.o [Zagreb] 281. Oktal Pharma d.o.o. 282. Oktal Pharma Hungary K.f.t. 283. Omni Med B, Inc. 284. OPH Oktal Pharma d.o.o 285. OTC Direct Limited 286. Paris Acquisition Corp. 287. Pharm Plus Acquisition, Inc. 288. Pharma One Corporation Limited 289. Pharmacy Corporation of America 290. Pharmacy Corporation of America - Massachusetts, Inc. 291. Pharmacy Healthcare Solutions, Ltd. 292. Pharmacy Review Services, Inc. 293. Pharmdata s.r.o. 294. PharMEDium Healthcare Corporation 295. PharMEDium Healthcare Holdings LLC 296. PharMEDium Healthcare Holdings, Inc. 297. PharMEDium Healthcare LLC 298. PharMEDium Pharmacy Services, LLC 299. PharMEDium R.E., LLC 300. PharMEDium Services, LLC 301. PharMerica Drug Systems, Inc. 302. PharMerica Technology Solutions, LLC 303. Pharmerica, Inc. 304. Pitango HealthTech Fund I, L.P. 305. Planet Software Limited 306. PMSI MSA Services, Inc. 307. PMSI, Inc. 308. PPSC USA, LLC 309. Premier Pharmacy, Inc. 310. Premier Source Diagnostics Inc. 311. Premier Source, LLC 312. Prescribe Wellness, LLC 313. Profarma Distribuidora de Produtos Farmaceuticos S.A. 314. Ramuneles Vaistine UAB 315. Reimbursement Education Network, LLC 316. Rightpak, Inc. 317. Rombro's Drug Center, Inc. 318. Roscoe Acquisition Corporation 319. S.R.P. (Services de la Répartition Pharmaceutique) 320. SecureDVM, LLC 321. Securos Europe GmbH 322. Silver Streak I, LLC 323. Skills in Healthcare France 324. Skills in Healthcare Pazarlama ve Tanitim Hizmetleri Anonim Şirketi 325. Skills in Healthcare Romania S.r.l. 326. Smart ID Works, LLC 327. Smith Medical Partners, LLC 328. Snipetjernveien 10 Norge AS 329. Solana Beach, Inc. 330. Southwest Pharmacies, Inc. 331. Southwestern Drug Corporation 332. SparkSense Analytics, Inc. 333. Specialty Advancement Network, LLC 334. Specialty Pharmacy of California, Inc. 335. Specialty Pharmacy, Inc. 336. Spielberg Acquisition Corp. 337. Spits B.V. 338. Stadt Solutions, LLC 339. Stephar B.V. 340. Strategic Pharmaceutical Solutions, Inc. 341. Swine Solutions Network, LLC 342. Taylor & Manno Asset Recovery, Inc. 343. Telepharmacy Solutions, Inc. 344. Terra-Lab d.o.o 345. The Allen Company 346. The Lash Group, Inc. 347. The Lash Group, LLC 348. TheraCom, L.L.C. 349. ThermoSecure Medical Equipment GmbH 350. TMESYS, Inc. 351. TrakCel Holding Company, Inc. 352. Trellis Healthcare Consulting, L.L.C. 353. Trellis Healthcare Consulting, LLC 354. True Blue Indemnity Company AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-5 355. United Company of Pharmacists SAE 356. Universal Packaging Systems, Inc. 357. US Bioservices Corporation 358. Valley Wholesale Drug Co., LLC 359. Value Apothecaries, Inc. 360. Vedco, Inc. 361. Vetbridge Animal Health, LLC 362. Vetbridge Product Development (NM-OMP) LLC 363. VetSpace Limited 364. VetSpace, Inc. 365. Vetswest Limited 366. W.C. International Limited 367. WBA Acquisitions Luxco 9 S.à.r.l. 368. Wight Nederland Holdco 2 B.V. 369. Wight Nederland Holdco 4 BV 370. WML, LLC 371. Woodglen Properties Limited 372. Woodglen Properties Limited Portugal Branch 373. World Courier (Aust) Pty. Ltd. 374. World Courier (Austria) GmbH 375. World Courier (Austria) GmbH – Serbia Branch 376. World Courier (Deutschland) GmbH 377. World Courier (Finland) Oy 378. World Courier (India) Private Limited 379. World Courier (Ireland) Limited 380. World Courier (Lithuania), UAB 381. World Courier (Malaysia) Sdn. Bhd. 382. World Courier (Norway) AS 383. World Courier (NZ) Limited 384. World Courier (Poland) Sp. Z.o.o. 385. World Courier (Shanghai) Co., Ltd Guangzhou Branch 386. World Courier (Shanghai) Co., Ltd. 387. World Courier (Shanghai) Co., Ltd., Beijing Branch 388. World Courier (Sweden) AB 389. World Courier (Switzerland) SA 390. World Courier (U.K.) Limited 391. World Courier Asia (Thailand) Co., Ltd. 392. World Courier Belgium s.a. 393. World Courier Bulgaria 394. World Courier Czech Republic s.r.o. 395. World Courier de Chile Limitada 396. World Courier de Colombia S.A. 397. World Courier de Espana, S.A. 398. World Courier de Mexico S.A. de C.V. 399. World Courier de Portugal, Lda. 400. World Courier de Uruguay S.A. 401. World Courier del Ecuador S.A. 402. World Courier del Peru S.A. 403. World Courier Denmark A/S 404. World Courier do Brasil Transportes Internacionais Ltda. 405. World Courier France S.A.R.L. 406. World Courier Ground (Europe) Limited 407. World Courier Ground, Inc. 408. World Courier Group Logistics, Inc. 409. World Courier Group S.a.r.l. 410. World Courier Group, Inc. 411. World Courier Group, Inc. Taiwan Branch 412. World Courier Hellas Limited Liability Company 413. World Courier Holland BV 414. World Courier Hong Kong Limited 415. World Courier Hungary Freight Forwarder and Service Provider Limited Liability Company 416. World Courier Israel Ltd. 417. World Courier Italia srl 418. World Courier K.K. Japan 419. World Courier Korea Co., Ltd. 420. World Courier Limited (Russia) 421. World Courier Logistics (Europe) Limited 422. World Courier Logistics (UK) Limited 423. World Courier Logistics, Inc. 424. World Courier Logistics, Inc. (DE) 425. World Courier Logistics, Inc. (NY) 426. World Courier Management Limited 427. World Courier Management, Inc. 428. World Courier of Canada Ltd 429. World Courier Operations Kenya Limited 430. World Courier Philippines – Representative Office 431. World Courier Romania S.R.L. 432. World Courier S.A. 433. World Courier Singapore Pte Ltd 434. World Courier Slovak Republic s.r.o. 435. World Courier South Africa (Proprietary) Limited 436. World Courier Tasimacilik ve Lojistik Hizmetleri Ticaret Limited Sirketi 437. World Courier Ukraine LLC 438. World Courier Venezuela, S.A. 439. World Courier Zagreb d.o.o. 440. World Courier, Inc. 441. World Courier, kurirske storitve,d.o.o. 442. World Customs Brokerage, Inc. 443. Xcenda (UK) Limited 444. Xcenda GmbH AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-6 445. Xcenda Switzerland GmbH 446. Xcenda, L.L.C. 447. ZU Vase Zdravije AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-7 Cardinal 1. A+ Secure Packaging, LLC 2. Abilene Nuclear, LLC 3. Access Closure, Inc. 4. Acuity GPO, LLC 5. Aero-Med, Ltd. 6. Allegiance (BVI) Holding Co. Ltd. 7. Allegiance Corporation 8. Allegiance Healthcare (Labuan) Pte. Ltd. 9. Allegiance I, LLC 10. Allegiance Labuan Holdings Pte. Ltd. 11. API (Suppliers) Limited 12. AssuraMed Acquisition Corp. 13. AssuraMed Group, Inc. 14. AssuraMed Holding, Inc. 15. AssuraMed Intermediate Holding, Inc. 16. AssuraMed, Inc. 17. C. International, Inc. 18. Cardinal Distribution Holding Corporation - I 19. Cardinal Distribution Holding Corporation - II 20. Cardinal Health 100, Inc. 21. Cardinal Health 104 LP 22. Cardinal Health 105, Inc. 23. Cardinal Health 107, LLC 24. Cardinal Health 108, LLC 25. Cardinal Health 110, LLC 26. Cardinal Health 112, LLC 27. Cardinal Health 113, LLC 28. Cardinal Health 114, Inc. 29. Cardinal Health 115, LLC 30. Cardinal Health 116, LLC 31. Cardinal Health 118, LLC 32. Cardinal Health 119, LLC 33. Cardinal Health 121, LLC 34. Cardinal Health 122, LLC 35. Cardinal Health 123, LLC 36. Cardinal Health 124, LLC 37. Cardinal Health 125, LLC 38. Cardinal Health 126, LLC 39. Cardinal Health 127, Inc. 40. Cardinal Health 128, LLC 41. Cardinal Health 130, LLC 42. Cardinal Health 131, LLC 43. Cardinal Health 132, LLC 44. Cardinal Health 133, Inc. 45. Cardinal Health 2, LLC 46. Cardinal Health 200, LLC 47. Cardinal Health 201 Canada L.P. 48. Cardinal Health 201, Inc. 49. Cardinal Health 215, LLC 50. Cardinal Health 222 (Thailand) Ltd. 51. Cardinal Health 242, LLC 52. Cardinal Health 246, Inc. 53. Cardinal Health 247, Inc. 54. Cardinal Health 249, LLC 55. Cardinal Health 250 Dutch C.V. 56. Cardinal Health 251, LLC 57. Cardinal Health 252, LLC 58. Cardinal Health 253, LP 59. Cardinal Health 3, LLC 60. Cardinal Health 414, LLC 61. Cardinal Health 418, Inc. 62. Cardinal Health 5, LLC 63. Cardinal Health 500, LLC 64. Cardinal Health 524, LLC 65. Cardinal Health 529, LLC 66. Cardinal Health 6, Inc. 67. Cardinal Health 7, LLC 68. Cardinal Health 8, LLC 69. Cardinal Health Australia 503 Pty Ltd. 70. Cardinal Health Austria 504 GmbH 71. Cardinal Health Belgium 505 BVBA 72. Cardinal Health Canada Holdings Cooperatie U.A. 73. Cardinal Health Canada Inc. 74. Cardinal Health Capital Corporation 75. Cardinal Health Cardiology Solutions, LLC 76. Cardinal Health Chile Limitada 77. Cardinal Health Colombia S.A.S. 78. Cardinal Health Commercial Technologies, LLC 79. Cardinal Health Corporate Solutions, LLC 80. Cardinal Health D.R. 203 II Ltd. 81. Cardinal Health Denmark ApS 82. Cardinal Health do Brasil Ltda. 83. Cardinal Health Finance 84. Cardinal Health Finland Oy 85. Cardinal Health Foundation 86. Cardinal Health France 506 SAS 87. Cardinal Health Funding, LLC 88. Cardinal Health Germany 507 GmbH 89. Cardinal Health Germany Manufacturing GmbH 90. Cardinal Health Holding International, Inc. 91. Cardinal Health International Philippines, Inc. 92. Cardinal Health IPS, LLC 93. Cardinal Health Ireland 419 Designated Activity Company 94. Cardinal Health Ireland 508 Limited AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-8 95. Cardinal Health Ireland Manufacturing Limited 96. Cardinal Health Ireland Unlimited Company 97. Cardinal Health Italy 509 S.r.l. 98. Cardinal Health Japan G.K. 99. Cardinal Health Korea Limited 100. Cardinal Health Luxembourg 420 S.a.r.l. 101. Cardinal Health Luxembourg 522 S.a.r.l. 102. Cardinal Health Malaysia 211 Sdn. Bhd. 103. Cardinal Health Malta 212 Limited 104. Cardinal Health Managed Care Services, LLC 105. Cardinal Health Medical Products India Private Limited 106. Cardinal Health Mexico 244 S. de R.L. de C.V. 107. Cardinal Health Mexico 514 S. de R.L. de C.V. 108. Cardinal Health Middle East FZ-LLC 109. Cardinal Health MPB, Inc. 110. Cardinal Health Napoleon Holding, LLC 111. Cardinal Health Netherlands 502 B.V. 112. Cardinal Health Netherlands 525 Cooperatie U.A. 113. Cardinal Health Netherlands 528 B.V. 114. Cardinal Health Norway AS 115. Cardinal Health P.R. 120, Inc. 116. Cardinal Health P.R. 218, Inc. 117. Cardinal Health P.R. 220, LLC 118. Cardinal Health P.R. 436, Inc. 119. Cardinal Health Panama, S. de R.L. 120. Cardinal Health Pharmaceutical Contracting, LLC 121. Cardinal Health Pharmacy Services, LLC 122. Cardinal Health Poland Spolka z ograniczona odpowiedzialnoscia 123. Cardinal Health Portugal 513, Unipessoal Lda. 124. Cardinal Health Russia 125. Cardinal Health Singapore 225 Pte. Ltd. 126. Cardinal Health Spain 511 S.L. 127. Cardinal Health Sweden 512 A.B. 128. Cardinal Health Switzerland 515, GmbH 129. Cardinal Health Systems, Inc. 130. Cardinal Health Technologies Switzerland GmbH 131. Cardinal Health Technologies, LLC 132. Cardinal Health U.K. 418 Limited 133. Cardinal Health U.K. 432 Limited 134. Cardinal Health U.K. Holding Limited 135. Cardinal Health U.K. International Holding LLP 136. Cardinal Health, Inc. 137. Cardinal MED Equipment Consulting (Shanghai) Co., Ltd. 138. Cirpro de Delicias S.A. de C.V. 139. Clinic Pharmacies III, LLC 140. Clinic Pharmacies, LLC 141. Community Pharmacy Enterprises, LLC 142. Convertors de Mexico S.A. de C.V. 143. Cordis (Shanghai) MED Devices Co., Ltd. 144. Cordis Cashel Unlimited Company 145. Cordis Corporation 146. Cornerstone Rheumatology LP 147. Covidien Manufacturing Solutions, S.A. 148. Dutch American Manufacturers II (D.A.M. II) B.V. 149. Ellipticare, LLC 150. EPIC Insurance Company 151. Especialidades Medicas Kenmex S.A. de C.V. 152. Experience East, LLC 153. Flexible Stenting Solutions, Inc. 154. Frog Horned Capital, Inc. 155. Generic Drug Holdings, Inc. 156. GetOutcomes, LLC 157. Griffin Capital, LLC 158. HDG Acquisition, Inc. 159. imgRx Healdsburg, Inc. 160. imgRx Salud, Inc. 161. imgRx SJ Valley, Inc. 162. imgRx SLO, Inc. 163. imgRx Sonoma, Inc. 164. InnerDyne Holdings, Inc. 165. Innovative Therapies, Inc. 166. Instant Diagnostic Systems, Inc. 167. InteCardia-Tennessee East Catheterization, LLC 168. ITI Sales, LLC 169. Kendall-Gammatron Limited 170. Killilea Development Company, Ltd. 171. Kinray I, LLC 172. KPR Australia Pty. Ltd. 173. KPR Switzerland Sales GmbH 174. KPR U.S., LLC 175. Leader Drugstores, Inc. 176. Ludlow Technical Products Canada, Ltd. 177. Marin Apothecaries 178. Medicap Pharmacies Incorporated 179. Medicine Shoppe Capital Corporation 180. Medicine Shoppe International, Inc. 181. Medicine Shoppe Internet, Inc. 182. Mediquip Sdn. Bhd. 183. Mirixa Corporation AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-9 184. MosaicGPO, LLC 185. mscripts Holdings, LLC 186. mscripts Systems India Private Limited 187. mscripts, LLC 188. Nippon Covidien Ltd. 189. One Cloverleaf, LLC 190. Outcomes Incorporated 191. Owen Shared Services, Inc. 192. Pharmacy Operations Of New York, Inc. 193. Pharmacy Operations, Inc. 194. Physicians Purchasing, Inc. 195. Pinnacle Intellectual Property Services, Inc. 196. Pinnacle Intellectual Property Services- International, Inc. 197. Quiroproductos de Cuauhtemoc S. de R.L. de C.V. 198. RainTree Administrative Services, LLC 199. RainTree Care Management, LLC 200. RainTree GPO, LLC 201. Ransdell Surgical, Inc. 202. Red Oak Sourcing, LLC 203. Renal Purchasing Group, LLC 204. RGH Enterprises, Inc. 205. RT Oncology Services Corporation 206. Rxealtime, Inc. 207. Sierra Radiopharmacy, L.L.C. 208. Sonexus Health Access & Patient Support, LLC 209. Sonexus Health Distribution Services, LLC 210. Sonexus Health Financial Solutions, LLC 211. Sonexus Health Pharmacy Services, LLC 212. Sonexus Health, LLC 213. TelePharm, LLC 214. The Harvard Drug Group, L.L.C. 215. Tianjin ITI Trading Company 216. Tradex International, Inc. 217. Traverse GPO, LLC 218. Wavemark Lebanon Offshore s.a.l. 219. Wavemark, Inc. 220. Red Oak Sourcing, LLC 221. API (Suppliers) Limited 222. Sierra Radiopharmacy, L.L.C. 223. Abilene Nuclear, LLC 224. InteCardia-Tennessee East Catheterization, LLC 225. Kendall-Gammatron Limited 226. Almus Pharmaceuticals USA LLC 227. Cardinal Health (H.K.) Co. Limited 228. Cardinal Health (Shanghai) Pharmaceutical Co., Ltd. 229. Cardinal Health (Sichuan) Pharmaceutical Co., Ltd. 230. Cardinal Health (Wuxi) Pharmaceutical Co., Ltd. 231. Cardinal Health Hedan (Shenzhen) Pharmaceutical Co., Ltd. 232. Dalian Zhongda Pharmaceutical Company Limited 233. NaviHealth Holdings, LLC 234. Parch, L.L.C. 235. 6464661 Canada Inc. 236. Academy Of Managed Care Medicine, L.L.C. 237. Alaris Medical 1 (Suisse) Sarl 238. Alaris Medical New Zealand Limited 239. Allegiance Healthcare International GmbH 240. Allegiance Pro Inc. 241. Allied Healthcare Services, Inc. 242. Almus Pharmaceuticals Singapore Pte. Ltd. 243. Almus Pharmaceuticals USA LLC 244. American Threshold Industries, Inc. 245. Anoka, LLC 246. ARCH Collection Corporation 247. ARCH, S.A. 248. Armand Scott, LLC 249. Aurum Pharmaceuticals Limited 250. Behrens Inc. 251. Beijing Baiji Advanced Specialty Company Limited 252. Bellwether Oncology Alliance, Inc. 253. Bentley Merger Sub, LLC 254. Bindley Western Funding Corporation 255. Bindley Western Industries II Of Maine, Inc. 256. Biosigna GmbH Institut für Biosignalverarbeitung und Systemanalyse 257. Bird Products (Japan) Ltd. 258. Bird Products Corporation 259. Brighton Capital, Inc. 260. Buffalo Merger Corp. 261. BW Transportation Services, Inc. 262. Cardal II, LLC 263. Cardal, Inc. 264. Cardinal Florida, Inc. 265. Cardinal Health (Beijing) China Pharmaceutical Co., Ltd. 266. Cardinal Health (Beijing) Medical Trading Co., Ltd. 267. Cardinal Health (Beijing) Pharmacy Co., Ltd. 268. Cardinal Health (Chengdu) Pharmacy Co., Ltd. 269. Cardinal Health (China) Investment Co., Ltd. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-10 270. Cardinal Health (Chongqing) Pharmaceutical Co., Ltd. 271. Cardinal Health (Chongqing) Pharmacy Co., Ltd. 272. Cardinal Health (H.K.) Co. Limited 273. Cardinal Health (Hubei) Pharmaceutical Co., Ltd. 274. Cardinal Health (L) Co., Ltd. 275. Cardinal Health (Liaoning) Pharmaceutical Co., Ltd. 276. Cardinal Health (P02296) 277. Cardinal Health (P04080) 278. Cardinal Health (Shanghai) Commercial and Trading Company Limited 279. Cardinal Health (Shanghai) Cosmetics Trading Co., Ltd. 280. Cardinal Health (Shanghai) Logistics Co., Ltd. 281. Cardinal Health (Shanghai) Pharmaceutical Co., Ltd. 282. Cardinal Health (Shanghai) Pharmacy Co., Ltd. 283. Cardinal Health (Shanxi) Pharmaceutical Co., Ltd. 284. Cardinal Health (Shenyang) Pharmacy Co., Ltd. 285. Cardinal Health (Sichuan) Pharmaceutical Co., Ltd. 286. Cardinal Health (Tianjin) Pharmaceutical Co., Ltd. 287. Cardinal Health (Wuxi) Pharmaceutical Co., Ltd. 288. Cardinal Health (WuXi) Pharmacy Co., Ltd. 289. Cardinal Health (Zhejiang) Pharmaceutical Co., Ltd. 290. Cardinal Health 101, Inc. 291. Cardinal Health 102, Inc. 292. Cardinal Health 103, Inc. 293. Cardinal Health 106, Inc. 294. Cardinal Health 109, Inc. 295. Cardinal Health 111, LLC 296. Cardinal Health 113, LLC 297. Cardinal Health 117, LLC 298. Cardinal Health 129, Inc. 299. Cardinal Health 208, Inc. 300. Cardinal Health 301, LLC 301. Cardinal Health 400, Inc. 302. Cardinal Health 401, Inc. 303. Cardinal Health 402, Inc. 304. Cardinal Health 403, Inc. 305. Cardinal Health 404, Inc. 306. Cardinal Health 405, Inc. 307. Cardinal Health 406, Inc. 308. Cardinal Health 406, LLC 309. Cardinal Health 407, Inc. 310. Cardinal Health 408, Inc. 311. Cardinal Health 409, Inc. 312. Cardinal Health 410, Inc. 313. Cardinal Health 411, Inc. 314. Cardinal Health 412, Inc. 315. Cardinal Health 413, Inc. 316. Cardinal Health 415, Inc. 317. Cardinal Health 416, Inc. 318. Cardinal Health 417, Inc. 319. Cardinal Health 419, LLC 320. Cardinal Health 420, LLC 321. Cardinal Health 421 Limited Partnership 322. Cardinal Health 421, Inc. 323. Cardinal Health 422, Inc. 324. Cardinal Health 501 Dutch C.V. 325. Cardinal Health Austria 201 GmbH 326. Cardinal Health Bermuda 224, Ltd. 327. Cardinal Health Brasil 423 Servicos Farmaceuticos Nucleares Ltda 328. Cardinal Health Canada 204, Inc. 329. Cardinal Health Canada 301, Inc. 330. Cardinal Health Canada 302, Inc. 331. Cardinal Health Canada 307, ULC 332. Cardinal Health Canada 403, Inc. 333. Cardinal Health Canada 437, Inc. 334. Cardinal Health Canada Inc. 335. Cardinal Health Canada LP 336. Cardinal Health Cayman Islands Holding Co. Ltd 337. Cardinal Health Cayman Islands Ltd. 338. Cardinal Health China Co., Ltd. 339. Cardinal Health D.R. 203 Limited 340. Cardinal Health Europe IT GmbH 341. Cardinal Health France 205 SAS 342. Cardinal Health France 309 SAS 343. Cardinal Health Germany 206 GmbH 344. Cardinal Health Germany 234 GmbH 345. Cardinal Health Germany 318 GmbH 346. Cardinal Health Hedan (Shenzhen) Pharmaceutical Co., Ltd. 347. Cardinal Health Hong Kong Limited 348. Cardinal Health I, Inc. 349. Cardinal Health Imaging, LLC 350. Cardinal Health India Private Limited 351. Cardinal Health International Ventures, Ltd. 352. Cardinal Health Ireland 406 Ltd. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-11 353. Cardinal Health Ireland 527 General Partnership 354. Cardinal Health Italy 208 S.r.l. 355. Cardinal Health Italy 312 S.p.A. 356. Cardinal Health Lease Funding 2002A, LLC 357. Cardinal Health Lease Funding 2002AQ, LLC 358. Cardinal Health Lease Funding 2003A, LLC 359. Cardinal Health Lease Funding 2003AQ, LLC 360. Cardinal Health Lease Funding 2003B, LLC 361. Cardinal Health Lease Funding 2003BQ, LLC 362. Cardinal Health Lease Funding 2004A, LLC 363. Cardinal Health Lease Funding 2004AQ, LLC 364. Cardinal Health Luxembourg 523 S.a.r.l. 365. Cardinal Health Mauritius Holding 226 Ltd. 366. Cardinal Health Mexico 213, S.A. de C.V. 367. Cardinal Health Netherlands 238 BV 368. Cardinal Health Netherlands 526 B.V. 369. Cardinal Health Netherlands Financing C.V. 370. Cardinal Health Netherlands Holding B.V. 371. Cardinal Health New Zealand 313 Limited 372. Cardinal Health Norway 315 A/S 373. Cardinal Health P.R. 227, Inc. 374. Cardinal Health P.R. 409 B.V. 375. Cardinal Health PTS, Inc. 376. Cardinal Health PTS, LLC 377. Cardinal Health S.A. 319 (Proprietary) Limited 378. Cardinal Health Singapore 304 379. Cardinal Health Singapore 423 Pte. Ltd. 380. Cardinal Health Spain 219 S.L.U. 381. Cardinal Health Spain 239 SA 382. Cardinal Health Specialty Pharmacy, LLC 383. Cardinal Health Sweden 220 AB 384. Cardinal Health Sweden 314 AB 385. Cardinal Health Switzerland 221 Sarl 386. Cardinal Health Switzerland 317 Sarl 387. Cardinal Health Trading (Shanghai) Co., Ltd. 388. Cardinal Health U.K. 100 Limited 389. Cardinal Health U.K. 101 Limited 390. Cardinal Health U.K. 102 Limited 391. Cardinal Health U.K. 103 Limited 392. Cardinal Health U.K. 104 Limited 393. Cardinal Health U.K. 105 Limited 394. Cardinal Health U.K. 106 Limited 395. Cardinal Health U.K. 223 Limited 396. Cardinal Health U.K. 232 Limited 397. Cardinal Health U.K. 235 Limited 398. Cardinal Health U.K. 236 Limited 399. Cardinal Health U.K. 240 Limited 400. Cardinal Health U.K. 305 Limited 401. Cardinal Health U.K. 306 Limited 402. Cardinal Health U.K. 433 Limited 403. Cardinal Health U.K. 434 Limited 404. Cardinal Syracuse, Inc. 405. Cardinal.Com Holdings, Inc. 406. Care Fusion Development Private Limited 407. Care Fusion Incorporated 408. CareFusion 202, Inc. 409. CareFusion 203, Inc. 410. CareFusion 205, Inc. 411. CareFusion 206, Inc. 412. CareFusion 207, Inc. 413. CareFusion 209, Inc. 414. CareFusion 210, Inc. 415. CareFusion 211, Inc. 416. CareFusion 212, LLC 417. CareFusion 213, LLC 418. CareFusion 214, LLC 419. CareFusion 2200, Inc. 420. CareFusion 2201, Inc. 421. CareFusion 302, LLC 422. CareFusion 303, Inc. 423. CareFusion 304, LLC 424. CareFusion Australia 200 Pty Ltd. 425. CareFusion Australia 316 Pty Limited 426. CareFusion Australia 500 Pty Ltd 427. CareFusion Belgium 202 BVBA 428. CareFusion Brasil 231 Servico e Comercia de Productos Medicos Ltda 429. CareFusion Corporation 430. CareFusion EIT, LLC 431. CareFusion Iberia 308 S.L.U. 432. CareFusion Italy 237 Srl 433. CareFusion Italy 311 Srl 434. CareFusion Japan 228 K.K. 435. CareFusion Japan 233, Inc. 436. CareFusion Luxembourg 501 Sarl 437. CareFusion Manufacturing Ireland 241 Limited 438. CareFusion Manufacturing, LLC 439. CareFusion Netherlands 214 B.V. 440. CareFusion Netherlands 238 BV 441. CareFusion Netherlands 310 B.V. 442. CareFusion Netherlands 503 B.V. 443. CareFusion New Zealand 217 Limited 444. CareFusion New Zealand 313 Limited 445. CareFusion Resources, LLC 446. CareFusion Singapore 243 Pte. Ltd. 447. CareFusion Solutions, LLC 448. CareFusion U.K. 284 Limited 449. CareFusion U.K. 286 Limited 450. CareFusion U.K. 287 Limited AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-12 451. CareFusion U.K. 288 Limited 452. Cascade Development, Inc. 453. CCB, Inc. 454. CDI Investments, Inc. 455. Centralia Pharmacy, Inc. 456. Centricity, LLC 457. Chapman Drug Company 458. Chengdu Baiji Advanced Specialty Pharmacy Company Limited 459. Cheshire Merger Sub, Inc. 460. CMI Net, Inc. 461. College Park Plaza Associates, Inc. 462. Comprehensive Medical Imaging-Anaheim Hills, Inc. 463. Comprehensive Medical Imaging-Apple Valley, Inc. 464. Comprehensive Medical Imaging-Boynton Beach, Inc. 465. Comprehensive Medical Imaging-Downey, Inc. 466. Comprehensive Medical Imaging-Encino, Inc. 467. Comprehensive Medical Imaging-Fort Lauderdale, Inc. 468. Comprehensive Medical Imaging-Fremont, Inc. 469. Comprehensive Medical Imaging-Hesperia, Inc. 470. Comprehensive Medical Imaging-Huntington Beach, Inc. 471. Comprehensive Medical Imaging-Palm Springs, Inc. 472. Comprehensive Medical Imaging-Rancho Cucamonga, Inc. 473. Comprehensive Medical Imaging-Rancho Mirage, Inc. 474. Comprehensive Medical Imaging-Salisbury, Inc. 475. Comprehensive Medical Imaging-Sherman Oaks, Inc. 476. Comprehensive Medical Imaging-Tempe, Inc. 477. Comprehensive Medical Imaging-Van Nuys, Inc. 478. Comprehensive Medical Imaging-Victorville, Inc. 479. Comprehensive Medical Imaging-Westlake Village, Inc. 480. Comprehensive Open MRI-Carmichael, Inc. 481. Comprehensive Open MRI-Folsom, Inc. 482. Comprehensive Open MRI-Fullerton, Inc. 483. Comprehensive Open MRI-Laguna Hills, Inc. 484. Comprehensive Open MRI-Sacramento, Inc. 485. Comprehensive Reimbursement Consultants, Inc. 486. Consumer2patient, LLC 487. CR Medicap, Inc. 488. Curaspan Health Group, Inc. 489. Cytokine Pharmasciences, Inc. 490. Dalian Zhongda Pharmaceutical Company Limited 491. Daniels Pharmaceuticals Limited 492. DC Merger Corp 493. Denver Biomedical, Inc. 494. Desert PET, LLC 495. Dik Drug Company, LLC 496. Dik Medical Supplies, LLC 497. Discor Limited 498. Dismed Inc. 499. Dohmen Distribution Partners Southeast, L.L.C. 500. Dover Communications, LLC 501. Duquoin Pharmacy, Inc. 502. Dutch American Manufacturers (D.A.M.) B.V. 503. East Iowa Pharmacies, Inc. 504. EGIS Holdings, Inc. 505. Eldon Laboratories Limited 506. Ellicott Drug Company 507. EME Medical, Inc. 508. Enturia Canada ULC 509. Enturia de Mexico S. de R.L. de C.V. 510. Enturia Limited 511. Enturican, Inc. 512. EON Media Inc. 513. Eureka Merger Sub, Inc. 514. European Pharmaceuticals Group Ltd. 515. First Choice, Inc. Of Maine 516. Flower Merger Corp. 517. Futuremed Health Care Products Limited Partnership 518. Futuremed Healthcare Products Corporation 519. Futuremed Holdings General Partner Inc. 520. Fuzhou Baiji Pharmacy Company Limited 521. Gala Design, Inc. 522. Gelatin Products International, Inc. 523. Geodax Technology, Inc. 524. Glacier Corporation 525. Grand Avenue Pharmacy, Inc. 526. Graphic Holdings, Inc. 527. Griffin Group Document Management Services, Inc. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-13 528. Guangzhou Baiji Advanced Specialty Pharmaceutical Chain Stores Company Limited 529. Guangzhou Baiji Drug Store Company Limited 530. Guangzhou City Kangwei Information Technology Company Limited 531. Guangzhou Ruixun Pharmaceutical Company Limited 532. Guizhou Yibai Medical Co., Ltd. 533. Hangzhou Baiji Advanced Specialty Drug Store Company Limited 534. Heartland Diagnostic Services, Inc. 535. HLS Advantage, LLC 536. Homecare (North-West) Limited 537. Humiston-Keeling, Inc. 538. IMI Of Boca Raton, Inc. 539. IMI Of Miami, Inc. 540. IMI Of North Miami Beach, Inc. 541. Inland Empire Regional Pet Center, LLC 542. InnerDyne, Inc. 543. Inpharm Nationwide Limited 544. InteCardia-Tennessee East Diagnostic, LLC 545. Intercare Holdings Limited 546. Intercare Investments Limited 547. Intercare Properties Plc 548. Iowa Falls Pharmacy, Inc. 549. IVAC Overseas Holdings LP 550. JakaMed AB AB 551. Jinan Baiji Drug Store Company Limited 552. JRG, Ltd. 553. Kendall Patient Recovery BVBA 554. Kinetic Surgical, LLC 555. Kinray, Inc. 556. Kinray, LLC 557. KPR Italia S.r.l. 558. KPR U.S., Inc. 559. Kunming Baiji Advanced Specialty Pharmacy Company Limited 560. Lake Charles Pharmaceutical Supply Company, LLC 561. Liaoning Longda Pharmaceutical Co., Ltd. 562. Liberty Communications Network, LLC 563. Ludlow Technical Products Corporation 564. Macarthy Group Trustees Limited 565. Macarthys Laboratories Limited 566. Macarthy's Limited 567. Marmac Distributors, Inc. 568. Martindale Pharma GmbH 569. Martindale Pharmaceuticals Limited 570. Medcon S.A. 571. MedEd Resources, LLC 572. Medesta Associates, LLC 573. Medical Concepts Development, Inc. 574. Medical Diagnostic Leasing, Inc 575. Medical Education Systems, LLC 576. Medical Media Communications, LLC 577. Medical Strategies, Inc. 578. MediQual Systems, Inc. 579. Meditrol Automation Systems, Inc. 580. Meditrol, Inc. 581. MedMined, Inc. 582. Mercury Merger Sub, LLC 583. Mesa Merger Corp. 584. MicroGas Limited 585. MicroMedical Deutschland GmbH 586. Microport Healthcare, LLC 587. Midland Pharmacies, Inc 588. Mississippi Medical Supply Cooperative, L.L.C. 589. MRI Equipment Partners, Ltd. 590. Mudhen Merger Corp. 591. Multi-Medica S.A. 592. Multipharm Limited 593. Nanjing Baiji Advanced Specialty Drug Store Company Limited 594. Nanning Baiji Advanced Specialty Pharmacy Company Limited 595. Nationwide Ostomy Supplies Limited 596. Navigator Health, Inc. 597. NaviHealth Holdings, LLC 598. NaviHealth SM Holdings, Inc. 599. NaviHealth, Inc. 600. Nexus Healthcare, Inc. 601. Nitric Bio Therapeudics, Inc. 602. Northern Michigan Supply Alliance, L.L.C. 603. Ohio Valley-Clarksburg, Inc. 604. Oncology Holdings, Inc. 605. Onpointe Medical Communications, LLC 606. Oval (Shanghai) Technologies, Inc. 607. Oval Technologies (H.K.) Pty Limited 608. Owen Healthcare Building, Inc. 609. Pacific Surgical Innovations, Inc. 610. Panther Merger Sub II, Inc. 611. Panther Merger Sub, Inc. 612. Parch, L.L.C. 613. Parch, L.L.C. State File 614. ParMed Pharmaceuticals, LLC 615. PatientScribe Inc. 616. PCI Acquisition I, Inc. 617. PCI Acquisition II, Inc. 618. PCI Services Holdings, Inc. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-14 619. PCI Services III, Inc. 620. PCI/Acquisition III, Inc. 621. PCI/All Pack Holdings, Inc. 622. PCI/Delvco, Inc. State File 623. PCI/Tri-Line (Usa), Inc. 624. Pharmaceutical & Diagnostic Services, LLC 625. Pharmacy Service Corporation 626. Phillipi Holdings, Inc. 627. PHR Staffing, Inc. 628. Post-Acute Care Center For Research, LLC 629. Practicome Solutions, LLC 630. Princeton Diagnostic Isotopes, Inc. 631. Priority Healthcare Services Corporation 632. Procedure-Based Instrument Services, L.L.C. 633. Productos Urologos de Mexico S.A. de C.V. 634. Professional Health-Care Resources, Inc. 635. Pyxis Capital Corporation 636. Pyxis Funding II, LLC 637. Pyxis Funding, LLC 638. R Cubed, Inc. 639. R. P. Scherer Hardcapsule (West) 640. R.P. Scherer Inc. 641. R.P. Scherer Technologies, Inc. 642. Radiopharmacy Of Boise, Inc. 643. Radiopharmacy Of Northern California, Inc. 644. Renlar Systems, Inc. 645. RightCare Solutions, Inc. 646. Royal Merger Sub, Inc. 647. Scela, Inc. 648. Scriptline, Inc. 649. SensorMedics (Deutschland) GmbH 650. SensorMedics Corporation 651. Shanghai Baiwei Drug Store Company Limited 652. Shanghai Cardinal Baiwei Drug Store Co., Ltd. 653. Shanghai Jinyi Health Management Consultation Co., Ltd. 654. Shanghai Luoda Pharmaceutical Company Limited 655. Shenzhen Zhengdan Investment Company Limited 656. Simolo (GL) Limited 657. Sistemas Medicos ALARIS S.A. de C.V. 658. Snowden Pencer Holdings, Inc. 659. Snowden Pencer, Inc. 660. Solomons Company 661. Source Medical Corporation 662. SRX, Inc. 663. Strategic Implications International, LLC 664. Supplyline Technologies Limited 665. Surgical Carepair, L.L.C. 666. Surgical Instrument Repair Service, L.L.C. 667. Syncor Belgium SPRL 668. Syncor Diagnostics Bakersfield, LLC 669. Syncor Diagnostics Dallas, LLC 670. Syncor Diagnostics Encino, LLC 671. Syncor Diagnostics Fullerton, LLC 672. Syncor Diagnostics Laguna Hills, LLC 673. Syncor Diagnostics Plano, LLC 674. Syncor Diagnostics Sacramento, LLC 675. Syncor Financing Corporation 676. Syncor Italy srl 677. The Enright Group, Inc. 678. The Heron Corporation 679. The LVC Corporation 680. Tianjin Cardinal Pharmacy Co., Ltd. 681. Toledo Pharmacy Company 682. Tropic Merger Sub, Inc. 683. UroMed, Inc. 684. VIASYS Healthcare Ireland Limited 685. VIASYS Healthcare Island EHF 686. VIASYS Healthcare S.A.R.L. 687. VIASYS Holdings Inc. 688. VIASYS NeuroCare France SAS 689. VIASYS Polymer Products LLC 690. Virginia Imaging Center, LLC 691. Virginia Merger Corporation 692. Vistant Corporation 693. Vistant Holdings, Inc. 694. Vubiq Inc. 695. Wenzhou Xinte Pharmaceutical Co., Ltd. 696. West Hudson, Inc. 697. West Texas Nuclear Pharmacy Partners 698. Wholesale (PI) Limited 699. Williams Drug Distributors, Inc. 700. Wolf Merger Corp. 701. Wrangler Acquisition Sub, Inc. 702. Wuhan Baiji New & Special Drug Store Company Limited 703. Xiamen Cardinal Baiwei Drug Store Co., Ltd. 704. Xi'an Baiji Advanced Specialty Pharmacy Company Limited 705. Yorkshire Pharmacy, Inc. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-15 McKesson 1. "Aewige" ärztliche Wirtschaftsgesellschaft m.b.H., HG Wien 2. "die apoteeke in teesdorf" Mag. pharm. Gerda Kohlhauser KG, LG Wiener Neustadt 3. "Esplanade-Apotheke" Mag. pharm. Anna-Maria Köck KG, Landesgericht Wels 4. "Panther Apotheke" Mag. pharm. Sandra Krokos KG, Landesgericht Graz 5. 10101 Woodloch Forest LLC 6. 2012 DREAM LIMITED, England 7. 28CVR LIMITED, England 8. 3068312 Nova Scotia ULC 9. 3069163 Nova Scotia Limited 10. 3069164 Nova Scotia Limited 11. 30MC LIMITED, England 12. 701985 N.B. INC. 13. A C FERGUSON (CHEMIST) LIMITED, England 14. A. SUTHRELL (HAULAGE) LIMITED, England 15. A.F.M. Bergamo S.p.A., Italy 16. A.L.I. Holdings LLC 17. A.L.I. Imaging Systems Corp. 18. A.L.I. Technologies (International) LLC 19. AAH BUILDERS SUPPLIES LIMITED, England 20. AAH FURB PENSION TRUSTEE LIMITED, England 21. AAH Glass & Windows Limited, England 22. AAH Ireland, Dublin 23. AAH LIMITED, England 24. AAH Lloyds Insurance (IoM) Limited, Isle Of Man 25. AAH LLOYDS PENSION TRUSTEES LIMITED, England 26. AAH NOMINEES LIMITED, England 27. AAH ONE LIMITED, Scotland 28. AAH PHARMACEUTICALS LIMITED, England 29. AAH TWENTY FOUR LIMITED, Scotland 30. AAH TWENTY LIMITED, England 31. AAH TWENTY SIX LIMITED, England 32. ABG Apotheken-Beratungsgesellschaft mbH, Stuttgart 33. Access Health NZ Limited 34. AccessMed Holdings, Inc. 35. AccessMed, Inc. (AccessMed, LLC) 36. AccessMed, LLC 37. ACME DRUG CO. LIMITED, Scotland 38. ADDED MARKETING LIMITED, England 39. Adler Apotheke Krems Mag. Gabriele Denk KG, LG Krems an der Donau 40. Adler-Apotheke Mag.pharm. Ingrid Chvatal KG, LG Leoben 41. Admenta Beteiligungs GmbH, HG Wien 42. Admenta Denmark ApS, Copenhagen 43. Admenta Deutschland GmbH, Stuttgart 44. ADMENTA HOLDINGS LIMITED, England 45. ADMENTA ITALIA S.P.A., CCIAA di Bologna 46. ADMENTA PENSION TRUSTEES LIMITED, England 47. Admenta Sweden AB 48. ADMENTA UK LIMITED, England 49. Admenta Verwaltungs GmbH, HG Wien 50. AFM S.p.A., CCIAA di Bologna 51. AHLP PHARMACY LIMITED, England 52. ALCHEM (SOUTHERN) LIMITED, England 53. ALPE-ADRIA PHARMA farmacevtsko podjetje d.o.o., Ljubljana 54. Alphar Ayeneux, Belgium 55. Alphar Gilly DL, Belgium 56. Alphar Monceau sur Sambre, Belgium 57. Alphar Partners SA, Belgium 58. Alte Löwen-Apotheke Mag. pharm. Kristina Taubald KG, HG Wien 59. Alte Spora Apotheke Mag.pharm. Stephan Öhlzelt KG, LG St. Pölten 60. Amethyst Acquisition Corp. 61. Ancavion GmbH, AG Darmstadt 62. Ancillary Management Solutions, Inc. 63. Anton-Bruckner-Apotheke Mag.pharm. Christian Schwarzenbrunner KG, LG Linz 64. AOR Holding Company of Indiana, Inc. (AOR Holding Company of Indiana, LLC) 65. AOR Holding Company of Indiana, LLC 66. AOR Management Company of Alabama, Inc. 67. AOR Management Company of Arizona, Inc. (AOR Management Company of Arizona, LLC) AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-16 68. AOR Management Company of Arizona, LLC 69. AOR Management Company of Central Florida, Inc. 70. AOR Management Company of Florida, Inc. 71. AOR Management Company of Indiana, Inc. (AOR Management Company of Indiana, LLC) 72. AOR Management Company of Indiana, LLC 73. AOR Management Company of Kansas, Inc. 74. AOR Management Company of Missouri, Inc. (AOR Management Company of Missouri, LLC) 75. AOR Management Company of Missouri, LLC 76. AOR Management Company of Nevada, Inc. 77. AOR Management Company of New York, Inc. 78. AOR Management Company of North Carolina, Inc. 79. AOR Management Company of Ohio, Inc. 80. AOR Management Company of Oklahoma, Inc. (AOR Management Company of Oklahoma, LLC) 81. AOR Management Company of Oklahoma, LLC 82. AOR Management Company of Oregon, Inc. 83. AOR Management Company of Pennsylvania, Inc. (AOR Management Company of Pennsylvania, LLC) 84. AOR Management Company of Pennsylvania, LLC 85. AOR Management Company of South Carolina, Inc. 86. AOR Management Company of Texas, Inc. 87. AOR Management Company of Virginia, Inc. (AOR Management Company of Virginia, LLC) 88. AOR Management Company of Virginia, LLC 89. AOR of Indiana Management Partnership 90. AOR of Texas Management Limited Partnership 91. AOR of Texas Management, LLC 92. AOR Real Estate, Inc. (AOR Real Estate, LLC) 93. AOR Real Estate, LLC 94. AOR Synthetic Real Estate, Inc. (AOR Synthetic Real Estate, LLC) 95. AOR Synthetic Real Estate, LLC 96. AORIP, Inc. 97. AORT Holding Company, Inc. (AORT Holding Company, LLC) 98. AORT Holding Company, LLC 99. AORT LP, LLC 100. Aporana AS 101. Apotheke "Zum Bergmann" Mag.pharm. Sabine Tuttner KG, LG Leoben 102. Apotheke "Zur heiligen Dreifaltigkeit" Mag. pharm. Edith Schuller-Grundnig KG, Landesgericht Korneuburg 103. Apotheke "Zur Mutter Gottes" Mag. pharm. Karin Nozicka KG, HG Wien 104. Apotheke Atzgersdorf Mr. Hermann Latzin KG, Wien 105. Apotheke im Messepark Mag. pharm. Dietmar Purin KG, LG Feldkirch 106. Apotheke Niklasdorf Mag. pharm. Matthias Schöggl KG, LG Leoben 107. APOTHEKE U1 TROSTSTRASSE, Mag. pharm. Max Wellan KG, HG Wien 108. Apotheke Zum heiligen Antonius Mag. pharm. Walter Staschek KG, LG Wiener Neustadt 109. Apotheke zum heiligen Schutzengel Mag.pharm. Barbara Penz-Arzberger KG, Landesgericht Graz 110. Apotheke zum Patriarchen Mag. pharm. Brigitte Kölbl KG, HG Wien 111. Apotheke Zur hl. Dreifaltigkeit Mag. pharm. Doris Richter KG, LG Wiener Neustadt 112. Apotheke Zur Hütte Mag. pharm. Mrak KG, LG Leoben 113. Apovest AS 114. Apovest Drift AS 115. Art Acquisition Subsidiary, Inc. 116. Ascalon International, Inc. 117. ATLAS Travel Clinic Limited, England 118. Attentus Medical Sales, Incorporated (Attentus Medical Sales, LLC) 119. Attentus Medical Sales, LLC 120. Awarix, Inc. 121. Axis Medical Management, Inc. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-17 122. AYRSHIRE PHARMACEUTICALS LIMITED, Scotland 123. AZIENDA FARMACEUTICA MUNICIPALE di Cremona S.p.A., CCIAA di Cremona 124. Azienda Farmacie Milanesi S.p.A., CCIAA di Milano 125. Babbingore Limited, Dublin 126. BAILLIESTON HEALTH CENTRE PHARMACY LIMITED, Scotland 127. Ballycane Pharmacy Limited, Ireland 128. BANNISTER & THATCHER LIMITED, England 129. BARCLAY PHARMACEUTICALS (ATHERSTONE) LIMITED, England 130. BARCLAY PHARMACEUTICALS LIMITED, England 131. BARLEY CHEMISTS HOLDINGS LIMITED, England 132. BARRY SHOOTER (ROMFORD) LIMITED, England 133. BDI Pharma, Inc. (BDI Pharma, LLC) 134. BDI Pharma, LLC 135. Beausejour Drugs Limited 136. BEAUTY CARE DRUGSTORES LIMITED, England 137. Beldere Corporation 138. BeneVi Health LLC (Biologics, Inc.) 139. BENU Apotheken B.V., Chamber of commerce Amsterdam 140. BENU Nederland BV, Kamer van Koophandel Amsterdam 141. BERKSHIRE MEDICAL SUPPLIES LIMITED, England 142. BETTERLIFEHEALTHCARE LIMITED, England 143. BIG PHARMA LIMITED, Scotland 144. Biologics, Inc. 145. Blackhall Pharmaceutical Distributors Limited 146. Blackhawk Development LLC 147. Blackstaff Pharmaceuticals Limited, England 148. Blomsterdalen Apotek AS 149. Blue Medical Supply, Inc. (McKesson Medical-Surgical Inc.) 150. Boad Seven, Inc. 151. BOFH Holdings Unlimited Company, Ireland 152. Bottomline Medical Solutions, LLC (Linear Holdings, LLC) 153. Breamor Pharmacy Limited, Ireland 154. Brevard Radiation Oncology, LLC 155. Brickyard Acquisition Inc. (Biologics, Inc.) 156. BRIDPORT MEDICAL CENTRE SERVICES LIMITED, England 157. Brocacef Groep N.V., Maarssen 158. Brockton Radiation Oncology, LLC 159. Brooklyn Radiation Oncology, LLC 160. Brukar Enterprises, Inc. 161. Bullet Acquisition Corporation 162. CAHILL MAY ROBERTS GROUP LIMITED, Dublin 163. California Golden State Finance Company 164. Camic Pharmacies Limited, Ireland 165. Canada Distribution Holdings Limited Partnership 166. Canada Retail Holdings Limited Partnership Societe en Commandite Gestion Detail Canada 167. Cancer Treatment Associates of Northeast Missouri, Ltd. 168. CARONET TRADING LIMITED, England 169. Carrollton Radiation Therapy Center, LLC 170. Cascade Medical Supply, Inc. (McKesson Medical-Surgical Minnesota Supply Inc.) 171. Cavalier Acquisition Company LLC 172. CCCN NW Building JV, LLC 173. Celesio Business Services Ltd., Ireland 174. CENTRALE D`ADMINISTRATION DE BIENS IMMOBILIERS, Bobigny 175. CGSF Funding Corporation (CGSF Funding LLC) 176. CGSF Funding LLC 177. Chem Labs Limited, Dublin 178. CHNG Newco LLC 179. CHNG NewSub Inc. 180. City Properties, S.A. 181. Civiche Farmacie Desio S.p.A., Italy 182. Claimone, LLC (Linear Holdings, LLC) 183. ClaimSecure Inc. (SUCCESSOR) 184. CLARK CARE GROUP LIMITED, England 185. CLARK MUNRO LIMITED, Scotland 186. ClarusONE Sourcing Services LLP 187. Clinicians Database, L.L.C. 188. CMR Holdings Ltd, Dublin 189. Coleham, Dublin 190. Colorado Cancer Centers, LLC 191. Combined Enterprises Corporation AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-18 192. COMPANY CHEMISTS ASSOCIATION LIMITED, England 193. COMPTOIR MONEGASQUE DE BIOCHIMIE, Monaco 194. COMPTOIR PHARMACEUTIQUE MEDITERRANEEN, Monaco 195. CONSORZIO SERVIZI SALUTARI S.C.A. R.L., Italy 196. CookCo, Inc. 197. Cophana SA, Belgium 198. Corporation Groupe Pharmessor/Pharmessor Group Corporation (SUCCESSOR 10/01/2017) 199. Corporation of America 200. CoverMyMeds LLC 201. CoverMYMeds Specialty Pharmacy Holdings LLC 202. CoverMYMeds Specialty Pharmacy LLC 203. CPG Industries, Inc. 204. Crocker Plaza Company (Crocker Plaza LLC) 205. Crocker Plaza LLC 206. CROSS AND HERBERT (DEVON) LIMITED, England 207. CROSS AND HERBERT (HOLDINGS) LIMITED, England 208. CROSS AND HERBERT LIMITED, England 209. Crowley`s Blackrock Limited, Dublin 210. Cypress Import Brokerage LLC 211. Cypress Medical Products LLC 212. D & K Healthcare Resources LLC 213. D & K Healthcare Resources, Inc. (D & K Healthcare Resources LLC) 214. D & K Pharmacy Solutions, Inc. 215. D & K Receivables Corporation 216. D.F. O'Neill (Chemists) Ltd, Dublin 217. Dale Apotek AS 218. Danubia-Apotheke Mag. pharm. Barbara Sedelies KG, HG Wien 219. Dargle Pharmacies Holdings Limited, Ireland 220. DATACARE Datenpflege des Pharmagroßhandels Ges.m.b.H., HG Wien 221. DATAPHARM, Paris 222. Daytona Beach Radiation Oncology, LLC 223. DC Land Company 224. DCAZ Land Company 225. Delta Clinical Research, LLC 226. DEPOTRADE, Bobigny 227. Derm Vantage, LLC 228. Diana-Apotheke Dr. et Mag. pharm. Michaela Stipsits KG, LG Eisenstadt 229. Die Apotheke Ebenfurth, Mag.pharm. Beate Haage-Löwe KG, LG Wiener Neustadt 230. Dispensing Solutions Acquisition Corporation (DS Holdings, Inc.) 231. Dispensing Solutions, Inc. (Dispensing Solutions, LLC) 232. Dispensing Solutions, LLC (DS Holdings, Inc.) 233. Ditt Apotek Amfi Os AS 234. Ditt Apotek Rodberg AS 235. Ditt Apotek Sorumsand AS 236. Diversified Healthcare, LLC 237. Dix Bulles Pharma, Belgium 238. DLI Market Intelligence ApS, Denmark 239. DOL Pharmacy Limited, Ireland 240. Donnybrook Pharmacy Limited, Ireland 241. Downtown Los Angeles Radiation Oncology, LLC 242. DS Holdings, Inc. (DS Holdings, LLC) 243. DS Holdings, LLC (McKesson Medical- Surgical Top Holdings Inc.) 244. DSRX, Inc. (DS Holdings, Inc.) 245. Dublin 2016 Acquisition, LLC 246. Dublin Holdings Acquisitions, LLC (Vantage Oncology Holdings, LLC) 247. Dublin POS I Acquisition Corp. (POS I Corp.) 248. East Indy CC, LLC 249. ECLIPSE HEALTHCARE LIMITED, England 250. Edwards Medical Supply, Inc. 251. EM Acquisition Corporation 252. Emploi AS 253. Engel-Apotheke Mag. pharm. Susanne Zauner KG, LG Wiener Neustadt 254. Ephrata Diamond Spring Water Co. 255. ESCON (ST NEOTS) LIMITED, England 256. Espafarmed S.L., Belgium 257. EUROSANTE (Société en liquidation), Luxembourg 258. Evesland Limited, Dublin 259. EVOLUTION HOMECARE SERVICES LIMITED, England 260. EXPERT HEALTH LIMITED, England 261. Family Pharmacy @ Las Colinas LLC 262. Fana Apotek AS 263. FAR.CO.SAN S.p.A., CCIAA di Arezzo 264. FARILLON LIMITED, England AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-19 265. Farmacia Garbatella I S.r.l., Italy 266. Farmacie Comunali di Modena S.p.A., Italy 267. Farmacie Comunali di Padova S.p.A., Italy 268. Farmacie di Sassuolo S.p.A., Italy 269. Farmacie Pratesi Pratofarma S.p.A., CCIAA di Prato 270. FARMALVARION S.R.L. SOCIO UNICO, Italy 271. FASTPRO International, Inc. 272. Federal Medical Supplies, Inc. (McKesson Medical-Surgical Minnesota Supply Inc.) 273. Felview Limited, Dublin 274. First Aid Service, Inc. 275. First Choice Medical Supply Holding, Inc. (First Choice Medical Supply Holding, LLC) 276. First Choice Medical Supply Holding, LLC 277. First Choice Medical Supply, LLC 278. FIRTH & PILLING LIMITED, England 279. Flex-Master Technology Holdings, Inc. 280. Floriani-Apotheke Mag.pharm. Doris Leykauf KG, LG Graz 281. Foremost de Venezuela, S.A. (Forvensa) 282. Foremost Homes Hawaii, Ltd. 283. Foremost Iran Corporation 284. Foremost Shir, Inc. 285. Foremost Tehran, Inc. 286. FOSTER & PLUMPTON GROUP LIMITED, England 287. FOSTER & PLUMPTON LIMITED, England 288. Foundation For Opioid Response Efforts 289. G J MALEY LIMITED, Isle Of Man 290. G K CHEMISTS (GLOS) LIMITED, England 291. G K CHEMISTS LIMITED, England 292. GEHE Immobilien GmbH & Co. KG, Stuttgart 293. GEHE Immobilien Verwaltungs-GmbH, Stuttgart 294. GEHE Pharma Handel GmbH, Stuttgart 295. General Medical Inc. 296. GEORGE STAPLES (STOKE) LIMITED, England 297. Gerard Ryan Pharmacy (Clonmel) Limited, Dublin 298. GERSTHOFER-APOTHEKE Mag.pharm. Elisabeth Reisegger KG, HG Wien 299. Giardina Enterprises, Inc. 300. Glendale Radiation Oncology, LLC (Vantage Oncology Treatment Centers, LLC) 301. Golden State Company, Ltd. 302. Golden State Corporate Services LLC 303. Golden State Insurance Company Limited 304. Golden State Milk Products Company 305. Goodman Manufacturing Company 306. Gorrys Pharmacy Limited, Ireland 307. Goviltown Limited, Westmeath 308. GPL 2007 LIMITED, England 309. GRAEME PHARMACY (STIRLING) LIMITED, Scotland 310. GREENS PHARMACEUTICAL (HOLDINGS) LIMITED, England 311. Greenville Radiation Care, Inc. 312. Greystones Pharmacy Limited, Dublin 313. GROUPE PHR, France 314. Gulf South Medical Supply, Inc. (Gulf South Medical Supply, LLC) 315. Gulf South Medical Supply, LLC 316. Gwinnett Radiation Oncology, LLC 317. H THATCHER LIMITED, England 318. Haleston Enterprises Limited, Dublin 319. HBO & Company (VI), Inc. 320. HBO & Company of Georgia 321. HBOC Ventures, Inc. 322. HC Beteiligungsgesellschaft mbH, HG Wien 323. HDSC Acquisition Corp. 324. Health Data Sciences Corporation 325. Health Mart Atlas, LLC 326. Health Mart Systems, Inc. 327. HEALTH NEEDS LIMITED, England 328. HEALTHCLASS LIMITED, England 329. Heinz Management Co. 330. Helmard Holdings Limited, Dublin 331. HEP HealthQx Holdings, Inc. (McKesson Technologies Inc.) 332. Herba Chemosan Apotheker-AG, HG Wien 333. HERBERT FERRYMAN LIMITED, England 334. Hercules Parent LLC 335. Herz - Jesu Apotheke Mag. pharm. Marianne Keller KG, HG Wien AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-20 336. Herz Jesu Apotheke & Parfümerie Mag. pharm. Ingrid Heller KG, LG Feldkirch 337. HF Land Company 338. HFN of Northwest Florida, Inc. 339. HIGGINS & SON (CHEMISTS) LIMITED, England 340. HILL-SMITH (WARRINGTON) LIMITED, England 341. HisComp Co., Zee Medical Service Co. 342. HMS Acquisition Corp. 343. HOLLYFAR - Marcas e Comunicação, Unipessoal, Lda., Portugal 344. HOLMSCROFT HC LIMITED, Scotland 345. HOLON, S.A., Portugal 346. Honeybee Bridge LLC 347. HTP Inc. (HTP LLC) 348. HTP LLC 349. Hubertus-Apotheke Mag.pharm. E. Klettenhofer KG, HG Wien 350. HUSKY AQUISITION INC. 351. Hygeia Bottled Water, Inc. 352. HYWEL DAVIES (CAERPHILLY) LIMITED, England 353. IHA Corp. 354. Imagine Health, Inc. 355. INDEPENDENT PHARMACY CARE CENTRES (2008) LIMITED, England 356. Indian River Radiation Oncology, LLC 357. Infolab, LLC 358. Innovent Oncology, LLC 359. INSPIRON DISTRIBUTION LIMITED, England 360. Integrated Cancer Care, LLC 361. Integrated Pathology Services 362. IntelliClaim, Inc. 363. Inten GmbH, Stuttgart 364. Intercal, Inc. 365. International Dairy Engineering Co. of Asia, Inc. 366. InterQual Inc. 367. intraFUSION GP, LLC 368. Intrafusion Holding Corp. 369. intraFUSION Purchasing Network, LLC 370. intraFUSION Research Network, LLC 371. Inviva, McKesson Pharma Care Network Corporation / La Corporation Inviva, Reseau de soins pharmacologiques McKesson (SUCCESSOR) 372. Iowa Pharmaceutical Services, LLC 373. IPCC LIMITED, England 374. IPD Holdings, Inc. 375. J S DENT LIMITED, England 376. Bradbury (Surgical) Limited, Northern Ireland 377. J.G. Crowley Pharmacy Limited, Dublin 378. JACS, Inc. 379. Jaron, Inc. 380. Jeffersonville Radiation Technology, LLC 381. Jessheim Apotek AS 382. Jewett Drug Co. 383. Jewett Drug LLC 384. Johannes Apotheke Mag. pharm. Deutsch KG, LG Graz 385. JOHN BELL & CROYDEN LIMITED, England 386. JOHN HAMILTON (PHARMACEUTICALS) LIMITED, Scotland 387. Jupiter Acquisition Ltd. 388. Kairnbury, Dublin 389. Kathleen Properties Subdivision Association, Inc. 390. Keling Limited 391. Keltman Pharmaceuticals, Inc. (Linear Holdings, LLC) 392. Kemofarmacija, veletrgovina za oskrbo zdravstva, d.d., Ljubljana 393. Keystone/Ozone Pure Water Company 394. Kilshallow Limited, Dublin 395. KINGSWOOD CHEMISTS LIMITED, England 396. KINGSWOOD GK LIMITED, England 397. Kitco, Inc. 398. Knowledgeable Healthcare Solutions, Inc. 399. Kreuz-Apotheke KG, HG Wien 400. KWS & P, Inc 401. KWS & P/SFA, Inc. 402. KYLE & CARRICK HOLDINGS LIMITED, Scotland 403. Laboratoria Flandria NV, Belgium 404. Laboratory Supply Company 405. Labsco Holdings, Inc. (McKesson Medical-Surgical Inc.) 406. Leesburg Radiation Oncology, LLC 407. LEVELCROWN LIMITED, England 408. Liberty Real Estate NJ LLC 409. Lind-Apotheke Mag. pharm. Alexander Telesko KG, LG Klagenfurt 410. Linear Holdings, Inc. (McKesson Medical-Surgical Top Holdings Inc.) 411. Linear Holdings, LLC (Linear Holdings, Inc.) AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-21 412. Linear Medical Solutions, LLC 413. LINFORD PHARMACIES LIMITED, England 414. LISEAPOTEKENE AS 415. Lissone Farmacie S.p.A., CCIAA di Monza e Brianza 416. LIVINGSTON HEALTH CENTRE (P.D) CO. LIMITED, Scotland 417. LKW, Inc. 418. LLOYDS CHEMISTS LIMITED, England 419. LLOYDS CHEMISTS RETAIL (NORTHERN) LIMITED, England 420. LLOYDS CHEMISTS RETAIL LIMITED, England 421. LLOYDS GROUP PROPERTIES LIMITED, England 422. Lloyds Pharmacy Clinical Homecare Limited, England 423. LLOYDS PHARMACY LIMITED, England 424. LLOYDS PROPERTIES LIMITED, England 425. LLOYDS Property Management Company Belgium S.A., Belgium 426. LLOYDS RETAIL CHEMISTS LIMITED, England 427. Lloyds Retail S.r.l., Socio Unico, Italy 428. LLOYDSFARMACIA ROMA 4 S.R.L., Italy 429. Lloydspharma Group S.A., Belgium 430. Lloydspharma S.A., Belgium 431. Lloydspharmacy Ireland Limited, Dublin 432. Lory Apotheke Mag. pharm. Karin Eichinger KG, HG Wien 433. LP Clinical Homecare Group Limited, England 434. LPL ONE LIMITED, England 435. M H GILL LIMITED, England 436. M PAYNE & CO LIMITED, England 437. Macfor International Finance Company 438. MACON Acquisition Corp. 439. Macro Helix LLC 440. Madison Acquisition Inc. 441. Marathon Acquisition Subsidiary, Inc. 442. Mariahilf-Apotheke Mag. pharm. Christoph Rücklinger KG, LG St. Pölten 443. Mariahilf-Apotheke Mag. pharm. Helga Mann KG, Landesgericht Graz 444. Marien-Apotheke Mag. pharm. Thomas Job KG, LG Eisenstadt 445. Marien-Apotheke, Mag.pharm. Eva Grabner KG, Landesgericht Korneuburg 446. Maryland First Aid Co., Inc. 447. MASTA Limited, England 448. Masters Drug Company, Inc. 449. MATIS Immobilien OHG, Stuttgart 450. Maurice F. Dougan Limited, Dublin 451. May Roberts Ltd, Dublin 452. MCK Acquisition Corp. 453. McK International Financial Holdings (Barbados) SRL 454. McKesson (Cayman Islands) Inc. 455. McKesson (Shanghai) Trading Company Limited 456. McKesson + Strategic Solutions ULC / Solutions Strategiques McKesson + ULC 457. McKesson Automation Systems Inc. 458. McKesson Belgium Holdings SPRL, Belgium 459. McKesson Canada Corporation/La Corporation McKesson Canada (SUCCESSOR) 460. McKesson Canada Finance IA ULC 461. McKesson Canada Finance IB ULC 462. McKesson Capital Funding Corp. 463. McKesson Capital Funding Corporation 464. McKesson Capital LLC 465. McKesson Central Fill LLC (McKesson Distribution Holdings LLC) 466. McKesson Contract Research Organization LLC 467. McKesson Cork Business Solutions Unlimited Company 468. McKesson Corporate Properties, Inc. 469. McKesson Corporation 470. McKesson Development Corp. 471. McKesson Distribution Holdings LLC 472. McKesson Drug Company LLC 473. McKesson Europe AG 474. McKesson Europe Holdings GmbH & Co. KGaA 475. McKesson Europe Holdings Verwaltungs GmbH 476. McKesson Financial Holdings II Unlimited Company 477. McKesson Financial Holdings Unlimited Company 478. McKesson Financing Trust III 479. McKesson Financing Trust IV 480. McKesson Foundation Inc. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-22 481. McKESSON FRANCE HOLDINGS, Bobigny 482. McKesson France Retail, Bobigny B 483. McKesson Funding Company of Canada 484. McKesson Global Procurement & Sourcing Limited 485. McKesson Global Sourcing Limited 486. McKesson Global Sourcing Limited [Irish Branch] 487. McKesson Health Solutions Holdings LLC 488. McKesson Health Solutions LLC 489. McKesson Health Solutions Puerto Rico Inc. 490. McKesson Health Solutions Texas Inc. 491. McKesson High Volume Solutions Inc. 492. McKesson Information Solutions Finance S.a.r.l. 493. McKesson Information Solutions Holdings II S.a.r.l. 494. McKesson Information Solutions Holdings III S.a.r.l. 495. McKesson Information Solutions Holdings IV S.a.r.l. 496. McKesson Information Solutions Holdings V S.a.r.l. 497. McKesson Information Solutions III LLC 498. McKesson Information Solutions Inc. (McKesson Information Solutions LLC) 499. McKesson Information Solutions IV LLC 500. McKesson Information Solutions LLC 501. McKesson Information Solutions Topholdings S.a.r.l. 502. McKesson Information Solutions UK Limited 503. McKesson International Bermuda IP2A Limited 504. McKesson International Bermuda IP2B Unlimited 505. McKesson International Bermuda IP3A Limited 506. McKesson International Bermuda IP3B Unlimited (McKesson International Bermuda IP3A Limited) 507. McKesson International Bermuda IP4A Limited 508. McKesson International Bermuda IP4B Unlimited (McKesson International Bermuda IP4A Limited) 509. McKesson International Bermuda IP5A Limited 510. McKesson International Bermuda IP5B Unlimited (McKesson International Bermuda IP5A Limited) 511. McKesson International Bermuda Opco1A Limited 512. McKesson International Bermuda Opco1B Unlimited (McKesson International Bermuda Opco1A Limited) 513. McKesson International Bermuda Opco3A Limited 514. McKesson International Bermuda Opco3B Unlimited (McKesson International Bermuda Opco3A Limited) 515. McKesson International Bermuda Opco4A Limited 516. McKesson International Bermuda Opco4B Unlimited 517. McKesson International Finance III Limited (McKesson US Finance Corporation) 518. McKesson International Finance S.a.r.l. 519. McKesson International Holdings III S.a.r.l. 520. McKesson International Holdings IV S.a.r.l. 521. McKesson International Holdings S.a.r.l. 522. McKesson International Holdings Unlimited Company 523. McKesson International Holdings VI S.a.r.l. 524. McKesson International Holdings VII S.a.r.l. 525. McKesson International Investment Corp. 526. McKesson International Ireland I Limited 527. McKesson International LLC 528. McKesson International Malaysia Sdn Bhd 529. McKesson International S.a.r.l. 530. McKesson International Topholdings S.a.r.l. 531. McKesson Ireland Limited 532. McKesson Logistics Solutions 533. McKesson Medical Imaging Company Ltd. (predecessor) 534. McKesson Medical-Surgical FDT Inc. 535. McKesson Medical-Surgical Government Solutions LLC 536. McKesson Medical-Surgical Holdings Inc. 537. McKesson Medical-Surgical Inc. 538. McKesson Medical-Surgical Iowa Inc. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-23 539. McKesson Medical-Surgical Iowa Supply Inc. 540. McKesson Medical-Surgical Maine Inc. 541. McKesson Medical-Surgical Manufacturing Inc. 542. McKesson Medical-Surgical MediMart Inc. 543. McKesson Medical-Surgical MediNet Inc. 544. McKesson Medical-Surgical Minnesota Inc. (McKesson Medical-Surgical Holdings Inc.) 545. McKesson Medical-Surgical Minnesota Supply Inc. 546. McKesson Medical-Surgical Supply Chain Services LLC 547. McKesson Medical-Surgical Top Holdings Inc. 548. McKesson Medication Management Holdings Inc. 549. McKesson Medication Management Virgin Islands Inc. 550. McKesson Norway Holdings AS 551. McKesson Pharmacy Optimization LLC 552. McKesson Pharmacy Systems Canada ULC 553. McKesson Pharmacy Systems LLC 554. McKesson Plasma and Biologics LLC 555. McKesson Prescription Drug Plan LLC 556. McKesson Property Company, Inc. 557. McKesson Purchasing Company LLC 558. McKesson Services Inc. (McKesson Services LLC) 559. McKesson Services LLC 560. McKesson Sourcing Services Inc. 561. McKesson Specialized Distribution Inc. / McKesson Distribution Specialisee Inc. (Successor) 562. McKesson Specialty Arizona Inc. 563. McKesson Specialty Care Distribution Corporation (McKesson Specialty Care Distribution LLC) 564. McKesson Specialty Care Distribution JV LLC 565. McKesson Specialty Care Distribution LLC 566. McKesson Specialty Corporation 567. McKesson Specialty Distribution LLC 568. McKesson Specialty Health Innovative Practice Services, LLC 569. McKesson Specialty Health Management Services LLC 570. McKesson Specialty Health Pharmaceutical & Biotech Solutions, LLC 571. McKesson Specialty Health Pharmaceutical & Biotech Solutions, LP (McKesson Specialty Health Pharmaceutical & Biotech Solutions, LLC) 572. McKesson Specialty Health Technology Products LLC 573. McKesson Specialty Pharmacy, LP (RxC Acquisition Company) 574. McKesson Specialty Prescription Services (Atlantic) Corporation/Corporation McKesson Services de Prescription Spécialisée (Atlantique) 575. McKesson Specialty Prescription Services (B.C.) Corporation 576. McKesson Specialty Prescription Services Corporation 577. McKesson SPS (Manitoba) Corporation 578. McKesson Strategic Services Limited 579. McKesson Technologies Inc. 580. McKesson Trading Company 581. McKesson Transportation Systems, Inc. 582. McKesson UK Finance I Limited 583. McKesson UK Finance II Limited 584. McKesson UK Finance V Limited 585. McKesson UK Holdings Limited 586. McKesson US Finance Corporation 587. McKesson US Holdings GP 588. McKesson Ventures LLC 589. McKesson Ventures Unlimited Company 590. McQueary Bros. Drug Company 591. McQueary Bros. Drug Company, LLC 592. McSweeney Dispensers 10 Limited, Ireland 593. McSweeney Dispensers 23 Limited, Ireland 594. MDD pharma N.V., Belgium 595. MED3000 Health Solutions Southeast 596. MED3000 RPG 597. Medaid Supply, Inc. 598. Medcon Telemedicine Technology, Inc. 599. Median Healthcare Services Unlimited Company, Ireland 600. Medical & Vaccine Products, Inc. 601. Medical Advisory Services for Travellers Abroad Limited, England 602. Medical Specialties Distributors Holdings, Inc. (MSD Parent Corporation) 603. Medical Specialties Distributors, LLC AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-24 604. Medical Specialties Holdings Corp. (Medical Specialties Holdings II Corp.) 605. Medical Specialties Holdings II Corp. 606. Medicentres Canada Inc. (SUCCESSOR) 607. Medicine Shoppe Atlantic Corporation 608. Medicine Shoppe Canada Corporation 609. Medicine Shoppe Canada Real Estate Corporation 610. MEDIMART LIMITED, England 611. MediVation, Inc. 612. MedVentive Inc. 613. MeMed CZ s.r.o., Praha 614. Menges Medizintechnik Schweiz AG, Sankt Gallen 615. Merlin Subsidiary Inc. 616. Merrick Healthcare Limited 617. Metabolic Healthcare Holdings Limited, England 618. Metabolic Healthcare Limited, England 619. Metropolitan Integrated Cancer Center, L.L.C. 620. MH/USON Radiation Management Company, LLC 621. MHD-USO General, LLC 622. MHD-USO Management Company, LP 623. MHS Connecticut LLC 624. Michigan Pharmaceutical Services, LLC 625. Mid-Atlantic Radiation Oncology LLC 626. Millennium Merger Corporation 627. Mohawk Liqueur Corporation 628. Mohren-Apotheke Mag. Christian Müller KG, LG Graz 629. Moore Medical LLC (McKesson Medical- Surgical Government Solutions LLC) 630. Mosaic Acquisition Corporation 631. MOUNT PHARMACY LIMITED, England 632. MSA Products LLC 633. MSD Acquisition Corp. (Medical Specialties Holdings Corp.) 634. MSD Parent Corporation (MSD Acquisition Corp.) 635. Multum Information Services, Inc. 636. MUNRO PHARMACY LIMITED, Scotland 637. MWPC Acquisition Corp. 638. MWPC Acquisition Corp. (PA) 639. My MHealth Limited, England & Wales 640. myhca, inc. 641. NARO, LLC 642. National Oncology Alliance, Inc. 643. Natureline, Dublin 644. NDC of Canada, Inc. 645. NDCHealth Corporation 646. NDCHealth Pharmacy Systems and Services, Inc. 647. Nebraska Pharmaceutical Services, LLC 648. Negatron, Inc. 649. Nensi d.o.o., Ljubljana 650. NERO GP, LLC 651. New Experimental Therapeutics of San Antonio, LLC 652. NEW KIRK PHARMACY LIMITED, Scotland 653. New Mexico Pharmaceutical Services, LLC 654. NewHealthCo, LLC 655. NexCura, LLC (McKesson Specialty Health Technology Products LLC) 656. Nibelungen-Apotheke Mag. pharm. Michaela Wachter KG, LG St. Pölten 657. Norsk Medisinaldepot AS 658. North Carolina Pharmaceutical Services, LLC 659. Northeast Pennsylvania Radiation Oncology, LP 660. Northern Arizona Oncology Centers, LLC 661. Northern Boulevard Radiation Oncology Management, LLC 662. Northern San Fernando Valley Radiation Oncology, LLC 663. Northstar Healthcare Holdings Limited 664. Northstar Healthcare Holdings Unlimited Company 665. Northstar Healthcare Limited 666. Northstar Healthcare Unlimited Company 667. Northstar International Holdings Limited 668. Northstar Rx LLC 669. Norvern Enterprises, Inc. 670. NR Direct, Inc. (McKesson Patient Care Solutions Inc.) 671. O`Leary Pharmacy (Lucan) Limited, Dublin 672. OCP FORMATION, Bobigny 673. OCP PORTUGAL, PRODUTOS FARMACÊUTICOS, S.A., Maia 674. OCP REPARTITION, Bobigny B 675. OCP, Bobigny 676. Oncology Holdings II, Inc. 677. Oncology Holdings, Inc. 678. Oncology Rehab Partners, LLC AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-25 679. Oncology Therapeutics Network Corporation 680. Oncology Today, LP 681. OnMark, Inc. 682. Optimed Health Limited, England & Wales 683. Orca Acquisition Corp. 684. Ørebekk Apotek AS 685. Oswald-Apotheke Mag. pharm. Ilse Pedevilla KG, LG Feldkirch 686. OTN Generics, Inc. 687. OTN Participant, Inc. 688. Outpatient Infusion Systems, Inc 689. Øygarden Apotek AS 690. P C Cahill & Company Limited, Dublin 691. P.L.C.E., Inc. 692. Packet Merger Sub Inc. 693. PALEMODA LIMITED, England 694. Palm Merger Sub, Inc. 695. Panther Acquisition Corporation 696. Panther-Apotheke Mag. pharm. Margarete Breyha KG., LG St. Pölten 697. Paracelsus-Apotheke Mag. pharm. Dr. Birgit Müller KG, Austria 698. Pathology Service Associates, LLC 699. Pathway Purchasing Network, LLC 700. Patient Account Management Services, Inc. 701. PAUL WHEELER LIMITED, England 702. PCB SA, Belgium 703. PEEL STREET PHARMACY LIMITED, England 704. peerVue, Inc. (DE) 705. peerVue, Inc. (NH) 706. Pemberton Marketing International Limited 707. Penn-Chem Corporation 708. PERILLA Grundstücks- Verwaltungsgesellschaft mbH & Co. KG, AG München 709. Per-Se Transaction Services, Inc. 710. PF2 McKesson Technologies Inc. 711. PF2 SpinCo Inc. 712. Pharma Belgium Belmedis SA, Belgium 713. PHARMA PARTNERS, Belgium 714. Pharma Services (NI) Limited, Northern Ireland 715. Pharmaceutical Distributors Federation Ireland Company Limited By Guarantee 716. Pharmaceutical Support Services, Inc. 717. Pharmacie Ananga-Talom, Belgium 718. Pharmacie de la Bascule, Belgium 719. PHARMACTIV DISTRIBUTION, Bobigny B 720. Pharmacy O`Riada Holdings Limited, Dublin 721. PHARMAGEN LIMITED, England 722. PHILIP GOODMAN LIMITED, England 723. PHR ANTILLES, FORT DE FRANCE 724. PhyServ Solutions, Inc. 725. Physician Micro Systems, Inc. 726. Physician Oncology Services Management Company, LLC 727. Physician Reliance Holdings, LLC 728. Physician Reliance Maryland, LP 729. Physician Reliance Network, Inc. (Physician Reliance Network, LLC) 730. Physician Reliance Network, LLC 731. Physician Reliance, L.P. 732. Physician Reliance, LLC 733. Physician Sales & Service Limited Partnership 734. Physician Sales & Service, Inc. (McKesson Medical-Surgical Top Holdings Inc.) 735. Pindsle Apotek AS 736. PMLX Limited 737. POC Management Group, LLC (Dispensing Solutions, Inc.) 738. Podiatry Online, Inc. 739. Portico Systems of Delaware, Inc. 740. POS I Corp. (Dublin 2016 Acquisition, LLC) 741. Presbyterian Cancer Center-Dallas, LLC 742. Prescribing Support Services Limited, England & Wales 743. Prima Brands Limited, Northern Ireland 744. PRIMELIGHT LIMITED, England 745. Prismedica S.A.S. 746. PRN Physician Reliance, LLC 747. Pro-AvO GmbH, Deutschland 748. Proclaim, Inc. (McKesson Medical- Surgical MediMart Inc.) 749. PRODILAB, France 750. Providence Radiation Oncology Partners LLC 751. PSS China Sourcing Limited 752. PSS Global Holdings 753. PSS Global Sourcing China Business Trust 754. PSS Global Sourcing Hong Kong Limited AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-26 755. PSS Global Sourcing Limited [Hong Kong] 756. PSS HK 1 Limited 757. PSS Holding, Inc. (McKesson Medical- Surgical Inc.) 758. PSS Service, Inc. (McKesson Medical- Surgical Top Holdings Inc.) 759. PSS Southeast Asia Limited 760. PSS World Medical, Inc. 761. PST Products, LLC 762. PST Services, Inc. (PST Products, LLC) 763. Purchasing Alliance for Clinical Therapeutics, LLC 764. R F FOSKETT & SON LIMITED, England 765. R GORDON DRUMMOND LIMITED, England 766. R/X Automation Solutions, LLC 767. Raabtal-Apotheke Mag.pharm. Karin Drawetz KG, Landesgericht Graz 768. Radiation Oncology Services of America, Inc. 769. Radiotherapy Clinic Holdings, LLC 770. Radiotherapy Clinics of Kentuckiana, LLC 771. Radiotherapy Clinics of Kentuckiana-2, LLC 772. Radius Data Solutions, LLC 773. Radius Reimbursement Services, LLC 774. Radunnco, Inc. 775. Rancare, Inc. 776. Randolph Home Care Inc. 777. Randolph Medical Inc. 778. RCOG Cancer Centers, LLC 779. Rebel Distributors Corp. (McKesson Medical-Surgical Top Holdings Inc.) 780. recucare GmbH, Stuttgart 781. recusana GmbH, Stuttgart 782. Regenbogenapotheke "Am Leberberg" Mag. pharm. Andreas Portisch KG, HG Wien 783. RelayHealth Corporation (McKesson Information Solutions LLC) 784. Renoir Acquisition Corporation 785. Renoir Acquisition Corporation (DE) 786. RESEAU SANTE, BREST 787. RetraceHealth, Inc. 788. Rexall Pharmacy Group Ltd. 789. Rexall/Pharma Plus Pharmacies (BC) Ltd. 790. Rexall/Pharma Plus Pharmacies (Sask) Ltd. 791. Rexall/Pharma Plus Pharmacies Ltd. 792. Riel, Inc. 793. Riverside Radiation Oncology, LLC (Vantage Oncology Treatment Centers, LLC) 794. R-jet, Incorporated 795. RMCC Cancer Center, Inc. (RMCC Cancer Center, LLC) 796. RMCC Cancer Center, LLC 797. ROSA of Eastern Shore, LLC 798. ROSA of Georgia, LLC 799. ROSA of South Alabama, LLC 800. ROSA of Southern New Jersey, LLC 801. Roth Medical Services, Inc. 802. RPRS, LLC 803. RX Information Technology LLC 804. RxC Acquisition Company 805. RxCrossroads 3PL LLC 806. Ryle and De Lacy Pharmacies Limited, Ireland 807. S.K.U., Inc. 808. Salus-Apotheke Mag. pharm. Simone Gaigg KG, Salzburg 809. Salvator - Apotheke Mag. pharm. Gertrude Pölzl KG, LG Leoben 810. San Bruno Mountain Ltd., A California Limited Partnership 811. Sandviken Apotek AS 812. Sangers (Northern Ireland) Limited, Northern Ireland 813. SANOVA Pharma GesmbH, HG Wien 814. SAVORY & MOORE (JERSEY) LIMITED, Jersey 815. SAVORY & MOORE LIMITED, Scotland 816. SCHOLES (CHEMISTS) LIMITED, England 817. Schutzengelapotheke Neufeld Mag. Schweifer KG, LG Eisenstadt 818. Scrip Pak, LLC (Linear Holdings, LLC) 819. Script2U Holdings LLC 820. Script2U LLC 821. ScriptHero LLC 822. ScriptHero Pharmacy Holdings LLC 823. ScriptHero Pharmacy LLC 824. Select RX, LLC (Linear Holdings, LLC) 825. SelectPlus Oncology, LLC 826. Sens Arbeidsinkludering AS 827. Sens Eiendom AS 828. Sens Gruppen AS 829. Sens Utvikling AS AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-27 830. SERVICE DE LA REPARTITION PHARMACEUTIQUE, Paris 831. SF Valley Derm Equipment I, LLC 832. Sherman Oaks Radiation Oncology, LLC (Vantage Oncology Treatment Centers, LLC) 833. Sherman Oaks Radiation Technology, LLC (Vantage Oncology Treatment Centers, LLC) 834. Shoup Properties, Inc. 835. SHS V Medtech Investments GmbH & Co. KG 836. Simply Medical LLC 837. SIVEM Pharmaceuticals ULC/SIVEM Produits Pharmaceutiques ULC 838. Six R Investments, Inc. 839. SOCIETE COOPERATIVE OUEST PARTAGE, BREST 840. SOCIETE D`ETUDES ET DE REALISATIONS INFORMATIQUES, Monaco 841. Sofarmex BVBA, Belgium 842. Sofiadis SCRL, Belgium 843. Soldier Acquisition Corporation 844. SOPI The Lough Limited, Ireland 845. SOPI Youghal Limited, Ireland 846. SourceTenn LLC 847. South Alabama Cancer Centers, LLC 848. South Bay Radiation Oncology, LLC 849. South Pacific Medical Inc. 850. Southeast Merger Corp. 851. Southeast Texas Cancer Centers, L.P. 852. Southern California Radiation Oncology, LLC 853. Spider Acquisition Corporation 854. Spirit Acquisition Corporation 855. Spring Valley Industries, LLC 856. St. Louis Pharmaceutical Services, LLC 857. St. Lucas-Apotheke Mag.pharm. Ilona Elisabeth Leitner KG, HG Wien 858. St. Markus Apotheke Dr. Elke Kramberger-Kaplan KG, LG Linz 859. St. Richard Apotheke Mag.pharm. Ursula Kohl KG, Landesgericht Korneuburg 860. Stadion-Apotheke Mag. pharm. Ulrike Grosser-Schmidt KG, LG St. Pölten 861. Stadt-Apotheke "Zur heiligen Barbara" Mag. pharm. Igor Mauritsch KG, Austria 862. Stadtapotheke Fürstenfeld Mag. pharm. Waltraud Maier KG, Landesgericht Graz 863. Stat RX USA, LLC (Linear Holdings, LLC) 864. STATIM FINANCE LIMITED, England 865. STEPHEN SMITH LIMITED, Guernsey 866. Sterling Medical Services, LLC (McKesson Patient Care Solutions Inc.) 867. STQ LLC 868. Strategic Health Alliance II, Inc. 869. Strategic Health Alliance Management Corp. 870. Strategic Sourcing Services LLC 871. Streator Radiation Oncology, LLC 872. Stubaital-Apotheke Mag.pharm. Christian Kernstock KG, LG Innsbruck 873. Summa Script LLC 874. Sund Apotek AS 875. SUPERFIELD LIMITED, England 876. Supplylogix LLC 877. T AND I WHITE LIMITED, England 878. T. Sheridan Sales & Marketing, Dublin 879. Tabor Apotheke Mag. pharm. Wolfram Schaden KG, LG Steyr 880. Targa Parent Holdings, LLC 881. TBC Products, Inc. 882. Temperature Controlled Pharmaceuticals Limited 883. Test Corporation changed 2 GM 3 AG 884. Test Entity - Corporation 885. Test Entity - Corporation (Glenette) 886. Test Entity - LLC (Anne) 887. Test Entity - LLC (Glenette) 888. Test Entity - LLC (Karen) 889. Test Entity - LLC (Melissa) 890. Test Entity - LP 891. Test Entity - Manager LLC 892. Test Entity - Member LLC 893. Test Entity - Parent Corporation 894. Texas Pharmaceutical Services, LLC 895. Texas Proton Therapy Center, LLC 896. The Oregon Cancer Centers, Ltd. 897. Theratech, Inc. (McKesson Medical- Surgical Top Holdings Inc.) 898. Thriftymed, Inc. (McKesson Medical- Surgical Top Holdings Inc.) 899. THURNBY ROSE LIMITED, England 900. Titus Home Health Care LLC 901. Tjellesen Max Jenne A/S, Rodovre 902. Todin A/S, Denmark 903. TOPS Pharmacy Services, Inc. 904. Tower Radiation Technology, LLC 905. Tracer Enterprises LLC AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-28 906. Tri-State Radiation Oncology Centers, LLC 907. Tuna Acquisition Corp. 908. Tyler Radiation Equipment Leasing, LLC 909. Unicare Dispensers 16 Limited, Ireland 910. Unicare Dispensers 27 Limited, Ireland 911. Unicare Dispensers 5 Limited, Ireland 912. Unicare Pharmacy Group Limited, Dublin 913. United Drug (Wholesale) Limited 914. United Drug Distributors Ireland Limited 915. Unity Oncology, LLC 916. Urbani-Apotheke Mag. pharm. Bernhard Prattes KG, LG Graz 917. US Oncology Corporate, Inc. 918. US Oncology Holdings, Inc. 919. US Oncology Lab Services, LLC 920. US Oncology Pharmaceutical Services, LLC 921. US Oncology Pharmacy GPO, L.P. 922. US Oncology Reimbursement Solutions, LLC 923. US Oncology Research, Inc. (US Oncology Research, LLC) 924. US Oncology Research, LLC 925. US Oncology Specialty, LP 926. US Oncology, Inc. 927. USCITA LIMITED, England 928. USON Insurance Company 929. USON Risk Retention Group, Inc. 930. Utah Acquisition Corporation 931. Valley Equipment Company 932. Vantage Acquisition Company, LLC (Vantage Oncology, LLC) 933. Vantage Acquisition Finance, LLC (Vantage Oncology, LLC) 934. Vantage Cancer Care - Alabama, LLC (Vantage Cancer Care Networks, LLC) 935. Vantage Cancer Care - Indiana, LLC (Vantage Cancer Care Networks, LLC) 936. Vantage Cancer Care - New Mexico, LLC (Vantage Cancer Care Networks, LLC) 937. Vantage Cancer Care Network of Alabama, LLC (Vantage Cancer Care Networks, LLC) 938. Vantage Cancer Care Network of Indiana, LLC (Vantage Cancer Care Networks, LLC) 939. Vantage Cancer Care Network of New Mexico, LLC (Vantage Cancer Care Networks, LLC) 940. Vantage Cancer Care Networks, LLC 941. Vantage Cancer Centers of Georgia, LLC 942. Vantage Central Ohio Radiation Therapy, LLC 943. Vantage Equipment Acquisition, LLC 944. Vantage Exton Radiation Oncology, LLC 945. Vantage Medical Management Services, LLC 946. Vantage Mokena Radiation Oncology, LLC 947. Vantage Oncology - Brooklyn, LLC 948. Vantage Oncology Centers - Beverly Hills, LLC 949. Vantage Oncology Finance Co. (Vantage Oncology, LLC) 950. Vantage Oncology Holdings, LLC 951. Vantage Oncology LLC PAC Corporation 952. Vantage Oncology Physics, LLC 953. Vantage Oncology Treatment Centers - Brevard, LLC 954. Vantage Oncology Treatment Centers - Brockton, LLC 955. Vantage Oncology Treatment Centers - Central Florida, LLC (Vantage Oncology Treatment Centers, LLC) 956. Vantage Oncology Treatment Centers - Northern Arizona, LLC 957. Vantage Oncology Treatment Centers - Ohio, LLC (Vantage Oncology Treatment Centers, LLC) 958. Vantage Oncology Treatment Centers - San Antonio, LLC (Vantage Oncology Treatment Centers, LLC) 959. Vantage Oncology Treatment Centers - Tri-State, LLC 960. Vantage Oncology Treatment Centers, LLC 961. Vantage Oncology, LLC 962. Vantage Operational Support Services, LLC 963. Vantage Radiation Oncology Associates, LLC 964. Vantage San Antonio Radiation Oncology, LLC (Vantage Oncology Treatment Centers - San Antonio, LLC) 965. Vantage South Suburban Radiation Oncology, LLC 966. VC Services, Inc. 967. VEC GP, LLC 968. VerbalCare, LLC 969. Verdal Apotek AS 970. Very Important Products, Inc. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 J-29 971. Visitacion Associates 972. Vitapharm, proizvodnja in trgovina farmacevtskih izdelkov d.o.o., Murska Sobota 973. Vitusapotek Jessheim Storsenter AS 974. Vitus-Apoteket Torvbyen Fredrikstad AS 975. VOTC-Queens, LLC 976. Vulcan Acquisition Subsidiary, Inc. 977. W H CHANTER LIMITED, England 978. W H GREEN (CHEMISTS) LIMITED, England 979. W JAMIESON (CHEMISTS) LIMITED, England 980. W.H.C.P. (DUNDEE) LIMITED, Scotland 981. Walsh Distribution, L.L.C. 982. Walsh Healthcare Solutions LLC 983. Walsh Healthcare Solutions, Inc. 984. Walsh Heartland, L.L.C. 985. Walsh Southwest L.L.C. 986. Well.ca ULC 987. West Florida Radiation Therapy, LLC 988. West Wholesale Drug Co. 989. WESTCLOSE LIMITED, England 990. Western Tumor Radiation Oncology, LLC (Vantage Oncology Treatment Centers, LLC) 991. Westside LA Derm Equipment I, LLC 992. WFCC Radiation Management Company, LLC 993. Wickham Radiation Oncology, LLC (Vantage Oncology Treatment Centers, LLC) 994. Wiley Industries, LLC 995. Wilkes Barre Radiation Technology, LLC (Vantage Oncology Treatment Centers, LLC) 996. Wilkes-Barre Radiation Oncology, LLC 997. Windmill Realty, LLC 998. WOODSIDE PHARMACY (GLASGOW) LIMITED, Scotland 999. World Medical Government Solutions, LLC 1000. WorldMed Shared Services, Inc. 1001. WZ-WundZentren GmbH, AG Düsseldorf 1002. Ybbstal-Apotheke Mag.pharm. Adelheid Tazreiter KG, LG St. Pölten 1003. Zeepro, Inc. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 K-1 EXHIBIT K Subdivision Settlement Participation Form Governmental Entity: State: Authorized Official: Address 1: Address 2: City, State, Zip: Phone: Email: The governmental entity identified above (“Governmental Entity”), in order to obtain and in consideration for the benefits provided to the Governmental Entity pursuant to the Settlement Agreement dated July 21, 2021 (“Distributor Settlement”), and acting through the undersigned authorized official, hereby elects to participate in the Distributor Settlement, release all Released Claims against all Released Entities, and agrees as follows. 1. The Governmental Entity is aware of and has reviewed the Distributor Settlement, understands that all terms in this Participation Form have the meanings defined therein, and agrees that by signing this Participation Form, the Governmental Entity elects to participate in the Distributor Settlement and become a Participating Subdivision as provided therein. 2. The Governmental Entity shall, within 14 days of the Reference Date and prior to the filing of the Consent Judgment, secure the dismissal with prejudice of any Released Claims that it has filed. 3. The Governmental Entity agrees to the terms of the Distributor Settlement pertaining to Subdivisions as defined therein. 4. By agreeing to the terms of the Distributor Settlement and becoming a Releasor, the Governmental Entity is entitled to the benefits provided therein, including, if applicable, monetary payments beginning after the Effective Date. 5. The Governmental Entity agrees to use any monies it receives through the Distributor Settlement solely for the purposes provided therein. 6. The Governmental Entity submits to the jurisdiction of the court in the Governmental Entity’s state where the Consent Judgment is filed for purposes limited to that court’s role as provided in, and for resolving disputes to the extent provided in, the Distributor Settlement. The Governmental Entity likewise agrees to arbitrate before the National Arbitration Panel as provided in, and for resolving disputes to the extent otherwise provided in, the Distributor Settlement. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 K-2 7. The Governmental Entity has the right to enforce the Distributor Settlement as provided therein. 8. The Governmental Entity, as a Participating Subdivision, hereby becomes a Releasor for all purposes in the Distributor Settlement, including, but not limited to, all provisions of Part XI, and along with all departments, agencies, divisions, boards, commissions, districts, instrumentalities of any kind and attorneys, and any person in their official capacity elected or appointed to serve any of the foregoing and any agency, person, or other entity claiming by or through any of the foregoing, and any other entity identified in the definition of Releasor, provides for a release to the fullest extent of its authority. As a Releasor, the Governmental Entity hereby absolutely, unconditionally, and irrevocably covenants not to bring, file, or claim, or to cause, assist or permit to be brought, filed, or claimed, or to otherwise seek to establish liability for any Released Claims against any Released Entity in any forum whatsoever. The releases provided for in the Distributor Settlement are intended by the Parties to be broad and shall be interpreted so as to give the Released Entities the broadest possible bar against any liability relating in any way to Released Claims and extend to the full extent of the power of the Governmental Entity to release claims. The Distributor Settlement shall be a complete bar to any Released Claim. 9. The Governmental Entity hereby takes on all rights and obligations of a Participating Subdivision as set forth in the Distributor Settlement. 10. In connection with the releases provided for in the Distributor Settlement, each Governmental Entity expressly waives, releases, and forever discharges any and all provisions, rights, and benefits conferred by any law of any state or territory of the United States or other jurisdiction, or principle of common law, which is similar, comparable, or equivalent to § 1542 of the California Civil Code, which reads: General Release; extent. A general release does not extend to claims that the creditor or releasing party does not know or suspect to exist in his or her favor at the time of executing the release, and that if known by him or her would have materially affected his or her settlement with the debtor or released party. A Releasor may hereafter discover facts other than or different from those which it knows, believes, or assumes to be true with respect to the Released Claims, but each Governmental Entity hereby expressly waives and fully, finally, and forever settles, releases and discharges, upon the Effective Date, any and all Released Claims that may exist as of such date but which Releasors do not know or suspect to exist, whether through ignorance, oversight, error, negligence or through no fault whatsoever, and which, if known, would materially affect the Governmental Entities’ decision to participate in the Distributor Settlement. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 K-3 11. Nothing herein is intended to modify in any way the terms of the Distributor Settlement, to which Governmental Entity hereby agrees. To the extent this Participation Form is interpreted differently from the Distributor Settlement in any respect, the Distributor Settlement controls. I have all necessary power and authorization to execute this Participation Form on behalf of the Governmental Entity. Signature: _____________________________ Name: _____________________________ Title: _____________________________ Date: _____________________________ AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 L-1 EXHIBIT L Settlement Fund Administrator I. Definitions A. This Settlement Fund Administrator Terms incorporates all defined terms in the Distributor Settlement Agreement, unless otherwise defined herein, and shall be interpreted in a manner consistent with the Distributor Settlement Agreement. B. Directed Trustee. The banking institution where the Settlement Fund is established and which distributes the funds according to the instructions of the Directing Administrator.17 C. Directing Administrator. The institution or individual that fulfills the remaining obligations of the Settlement Fund Administrator, other than those performed by the Directed Trustee. D. Settlement Fund Administrator. The Directed Trustee together with the Directing Administrator (collectively referred to as the “Settlement Fund Administrators”). E. Settlement Fund Escrow. The escrow account established between the Settling Distributors and U.S. Bank National Association as of September 24, 2021, or such other escrow account that may be established pursuant to the Agreement to hold disputed or suspended payments made under the Agreement. II. Establishment of the Settlement Fund Administrator A. Selection of the Settlement Fund Administrators. i. The duties of the Settlement Fund Administrator under the Distributor Settlement Agreement will be divided between Directed Trustee and Directing Administrator. ii. The Directed Trustee and Directing Administrator will each be selected through a targeted solicitation process. Criteria for selection will include, but not be limited to, institutional strength; potential institutional conflicts; experience with work of similar size and complexity; capacity to handle the scope of work; staffing and other proposed resources; and cost and pricing proposals. The selection process will include written submissions and interviews. iii. Within sixty (60) calendar days of the selection of the Settlement Fund Administrators, unless such time is extended by written agreement of the Settling Distributors and the Enforcement Committee, contracts shall be negotiated and finalized with the Directed Trustee and Directing Administrator. iv. The terms of the Directed Trustee and Directing Administrator shall be for the duration of the Distributor Settlement Agreement or as otherwise specified in the contract executed with such entity, unless the Directed Trustee or the Directing Administrator is removed pursuant to Section II.C below. B. Governance of the Settlement Fund Administrators. 17 Pursuant to the Letter Agreement dated February 25, 2022, Wilmington Trust, N.A. was selected as the Directed Trustee. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 L-2 i. The Settlement Fund Administrators will act as independent and neutral third parties to determine Annual Payment and Participation Tier; administer and disburse funds from the Abatement Accounts Fund, State Fund, Subdivision Fund and Additional Restitution Amount; and perform other duties as described below and in the Distributor Settlement Agreement. ii. All parties to the Distributor Settlement Agreement are entitled to rely upon information received from the Settlement Fund Administrators, whether in oral, written, or other form. No Party to the Distributor Settlement Agreement shall have any liability (whether direct or indirect, in contract or tort or otherwise) to any party for or in connection with any action taken or not taken by the Settlement Fund Administrators. In addition, no Party to the Distributor Settlement Agreement shall have any liability (whether direct or indirect, in contract or tort or otherwise) to any party for or in connection with any action taken or not taken by a Settling Distributor based on incorrect, inaccurate, incomplete or otherwise erroneous information or data provided by the Settlement Fund Administrators. For the avoidance of doubt, nothing in this paragraph alters Sections I to XIV of the Distributor Settlement Agreement or any of the exhibits therein. C. Removal of the Settlement Fund Administrators. i. The Directed Trustee or Directing Administrator may be removed for cause. The contracts with each entity shall describe the standards for removing that entity for cause. ii. Disputes regarding the performance and/or removal of the Settlement Fund Administrators will be resolved by the National Arbitration Panel in accordance with Section VI.F of the Distributor Settlement Agreement. D. Funding of the Settlement Fund Administrators. i. The costs and fees associated with or arising out of the duties of the Settlement Fund Administrators, including third-party costs associated with the selection of the Settlement Fund Administrators and the set-up of the Settlement Fund Escrow, shall be paid from the interest accrued in the Settlement Fund Escrow and the Settlement Fund. For the years that Settlement Fund Administrators are used for the Janssen Settlement Agreement, seventy-five percent (75%) of the costs and fees will be attributed to the Distributer Settlement Agreement. ii. In the event that the costs and fees of the Settlement Fund Administrators exceeds the accrued interest available, Settling Distributors shall pay fifty percent (50%) of the additional amount and fifty percent (50%) shall be paid out of the Settlement Fund pursuant to Section V.C.5 of the Distributor Settlement Agreement. The Settling Distributors will pay their amount to the Settlement Fund Administrators alongside the Annual Payment. iii. Payments due from the Settling Distributors under this Section II.D shall be allocated evenly among the Settling Distributors. For the avoidance of doubt, each Settling Distributor’s liability for its share of the costs and fees is several, and not joint. No Settling Distributor shall be responsible for any portion of another Settling Distributor’s share. iv. There will be a cap on the costs and fees of the Settlement Fund Administrators, which shall be dependent on the scope of services, the number and timing of AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 L-3 distributions from the Settlement Fund, and the Settlement Fund Administrators’ reporting requirements. The cap on fees and costs shall be specified in the contracts executed with each of the Directed Trustee and Directing Administrator. v. Representatives of the Enforcement Committee and the Settling Distributors shall negotiate a “not to exceed” budget with the Settlement Fund Administrators and have the right to review the costs and fees of the Settlement Fund Administrators upon request. The deadlines and grounds for reviewing and objecting to such costs and fees will be established in the contracts executed with each of the Directed Trustee and Directing Administrator. Disputes regarding the pay ment of such costs and fees will be resolved by the National Arbitration Panel in accordance with Section VI.F of the Distributor Settlement Agreement. III. Participation in the Distributor Settlement Agreement A. Repository for Subdivision Settlement Participation Forms. i. The Directing Administrator is responsible for receiving and preserving the Subdivision Settlement Participation Forms pursuant to Section VII.B of the Distributor Settlement Agreement. The Directing Administrator is responsible for ensuring newly received forms are properly executed. For forms executed and accepted prior to the retention of the Directing Administrator, the Directing Administrator shall rely on information provided by Rubris as to the proper execution of the forms unless it is provided information that indicates such information is incorrect. ii. Within sixty (60) calendar days of its retention, the Directing Administrator shall establish a process to receive, preserve, and review the Subdivision Settlement Participation Forms. The Directing Administrator is encouraged, in the interests of efficiency and so long as financially reasonable, to continue to utilize Rubris and the processes previously implemented by the Settling Distributors and Enforcement Committee to fulfill its obligations under this Section III.A. The Directing Administrator may rely on the information provided by Rubris unless it is provided information that indicates such information is incorrect. iii. After the Reference Date, the Directing Administrator will make the Subdivision Settlement Participation Forms available to the Settling Distributors, the Enforcement Committee, and the Settling States through Rubris, or another online platform. If the requirements for preserving and making available the Subdivision Settlement Participation Forms change, the Enforcement Committee will convey any new requirements to the Directing Administrator which will make the change. iv. The Directing Administrator shall promptly respond to requests by the Settling Distributors, Enforcement Committee, or the Settling States for information concerning the Subdivision Settlement Participation Forms. The Directing Administrator will notify the Settling Distributors, Enforcement Committee, and the Settling States on a regular basis when additional Subdivision Settlement Participation Forms are submitted unless such information is readily available to the Parties on the online platform established under Section III.A.iii. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 L-4 v. The Directing Administrator shall provide quarterly reports pursuant to Section VII.C of the Distributor Settlement Agreement for Settling States that require information regarding contingency fee contracts on their Subdivision Settlement Participation Form. Upon reasonable request, the Directing Administrator shall also provide reasonably available information to Settling States and Participating Subdivisions relevant to calculating amounts owed under a State Back-Stop Agreement. B. Determination of the Participation Tier. i. The Directing Administrator shall determine the Participation Tier existing on July 1, 2022 applying the criteria set forth in Exhibit H of the Distributor Settlement Agreement. The Directing Administrator shall notify the Settling Distributors and the Enforcement Committee of the Participation Tier within five (5) calendar days of its determination. 1. If the Settling Distributors and the Enforcement Committee agree as to the Participation Tier, they shall so inform the Directing Administrator, and such agreement shall satisfy the Directing Administrator’s obligations under this Section III.B.i. ii. The Directing Administrator shall redetermine the Participation Tier annually as of the Payment Date, beginning with Payment Year 3, pursuant to the criteria set forth in Exhibit H of the Distributor Settlement Agreement. 1. In the event that a Participation Tier redetermination moves the Participation Tier higher, and that change is in whole or in part as a result of the post-Reference Date enactment of a Bar and there is later a Revocation Event with respect to such Bar, then on the next Payment Date that is at least one hundred eighty (180) calendar days after the Revocation Event, the Directing Administrator shall move the Participation Tier down to the Participation Tier that would have applied had the Bar never been enacted, unless the Bar is reinstated or all Subdivisions affected by the Revocation Event become Participating Subdivisions within one hundred eighty (180) calendar days of the Revocation Event. This is the sole circumstance in which, on a nationwide basis, the Participation Tier can move down. 2. In the event that there is a post-Reference Date Revocation Event with respect to a Bar that was enacted in a Settling State prior to the Reference Date, then, on the next Payment Date that is at least one hundred eighty (180) calendar days after the Revocation Event, unless the Bar is reinstated or all Subdivisions affected by the Revocation Event become Participating Subdivisions within one hundred eighty (180) calendar days of the Revocation Event, the Directing Administrator shall decrease the Participation Tier – solely for the State in which the Revocation Event occurred – to the Participation Tier commensurate with the percentage of Litigating Subdivisions in that State that are Participating Subdivisions and the percentage of Non-Litigating Subdivisions that are both Primary Subdivisions and Participating Subdivisions, according to the criteria set forth in Exhibit H of the Distributor Settlement Agreement, except that the calculations shall be performed as to that State alone. For the avoidance of doubt and solely for the calculation in this subparagraph, the Settling States Column of Exhibit H of the Distributor Settlement AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 L-5 Agreement shall play no role. This is the sole circumstance in which one Settling State will have a different Participation Tier than other Settling States. 3. The redetermination of the Participation Tier shall not affect payments already made or suspensions, offsets, or reductions already applied. 4. After each redetermination, the Directing Administrator shall notify the Settling Distributors and the Enforcement Committee of the Participation Tier within five (5) calendar days of its determination. 5. If the Settling Distributors and the Enforcement Committee agree as to a Participation Tier redetermination, they shall so inform the Directing Administrator and such agreement shall satisfy the Directing Administrator’s obligations under this Section III.B.ii. iii. After Payment Year 6, the Participation Tier cannot move higher, unless this restriction is waived by the Settling Distributors. If this restriction is waived by the Settling Distributors, the Directing Administrator shall be responsible for calculating the Participation Tier consistent with the instructions in Section III.B.ii. iv. Any disputes as to the determination of the Participation Tier shall be decided by the National Arbitration Panel pursuant Section VI.F.2 to the Distributor Settlement Agreement. IV. Calculation and Allocation of Annual Payments A. General Principles. i. This Section IV is intended to implement the relevant provisions of Sections I through XIV of the Distributor Settlement Agreement and the exhibits therein. To the extent this Section IV conflicts with Sections I through XIV of the Distributor Settlement Agreement and the exhibits therein, the Distributor Settlement Agreement shall control. ii. The Settlement Fund Administrators are entitled to rely upon information received from the Parties to the Distributor Settlement Agreement, whether in oral, written, or other form, for the purpose for which it was submitted, provided that such information is not disputed by another Party. iii. The Settling Distributors and the Enforcement Committee may agree to some or all of the calculations and allocations set forth in this Section IV prior to the Directing Administrator making such determination. In such cases, they shall so inform the Directing Administrator and such agreement shall satisfy the Directing Administrator’s obligations to determine such calculations and allocations unless the Directing Administrator is provided with information establishing that the agreed-upon calculation or allocation is inaccurate. iv. The Settling States have different requirements for how payments are made to the State and its Participating Subdivisions listed in Exhibit G based on applicable State-Subdivision Agreements, Allocation Statutes, Statutory Trusts, State Back- Stop Agreements, fiscal laws, and other differences. The Directing Administrator shall ask the Attorney General’s Office in each Settling State to: (a) inform it whether the State has a State-Subdivision Agreement, Allocation AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 L-6 Statute, and/or Statutory Trust; and (b) submit instructions on how payments are to be made to the State and its Participating Subdivisions listed on Exhibit G of the Distributor Settlement Agreement. The Directing Administrator shall comply with such instructions so long as it is timely submitted and permissible under Sections I through XIV of the Distributor Settlement Agreement and the exhibits therein. 1. Notwithstanding the above, the Directing Administrator shall not instruct the Directed Trustee to make payments to any entity that is not an instrumentality of: (a) a Settling State; (b) a Participating Subdivision; (c) a trust account for an attorney representing a Settling State or Participating Subdivision; or (d) a special master or similar entity identified by a Settling State. 2. A Participating Subdivision listed on Exhibit G of the Distributor Settlement Agreement may timely choose to make a voluntary redistribution as provided by Section V.D.3 of the Distributor Settlement Agreement by providing notice through the instructions provided by the Attorney General’s Office for its State or by providing notice directly to the Directing Administrator through the instructions provided by the Directing Administrator. v. The Directing Administrator shall request any Settling State without a State- Subdivision Agreement, Allocation Statute, or Statutory Trust, to submit a designation of a lead State agency or other entity to serve as the single point of contact for that Settling State’s funding requests from the Abatement Accounts Fund to comply with Section V.D.4.b of the Distributor Settlement Agreement. The designated entity shall be the only entity authorized to request the Directing Administrator instruct the Directed Trustee to disburse from that Settling State’s Abatement Accounts Fund. The Directing Administrator shall not instruct the Directed Trustee to disburse any moneys from these Settling States’ Abatement Accounts Fund without such instructions. vi. In consultation with the Settling Distributors and the Enforcement Committee, the Directing Administrator may set reasonable limits on the frequency with which it directs the Directed Trustee to make payments and may set other reasonable restrictions on complying with requests made by Settling States or their Participating Subdivisions, to limit the burdens and costs imposed on the Settlement Fund Administrators. B. Payment Year 1 Annual Payment. i. The Settlement Fund Administrators shall be responsible for allocating the Annual Payment for Payment Year 1 among Settling States and Participating Subdivisions listed in Exhibit G of the Distributor Settlement Agreement. ii. The Settling Distributors have placed into the Settlement Fund Escrow the Annual Payment (the total amount of the base payment and Incentive Payment A due for the Settling States) for Payment Year 1. 1. This is the Restitution/Abatement amount specified in Exhibit M of the Distributor Settlement Agreement for Payment Year 1, reduced by the allocable share of Non-Settling States provided in Exhibit F of the Distributor Settlement Agreement. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 L-7 iii. In the event that, in accordance with the terms of Section VIII.A of the Distributor Settlement Agreement, the Settling Distributors determine not to proceed with the Distributor Settlement Agreement, or the Distributor Settlement Agreement does not become effective for any other reason, the Settlement Fund Escrow shall immediately revert to the Settling Distributors. iv. If the condition set forth in Section VIII.A of the Distributor Settlement Agreement is met, the Directing Administrator shall proceed as follows: 1. The Directing Administrator shall allocate the Annual Payment for Payment Year 1 among the Settling States and their Participating Subdivisions listed on Exhibit G of the Distributor Settlement Agreement. a. The Directing Administrator shall determine each Settling State’s overall allocation using the allocation percentages in Exhibit F of the Distributor Settlement Agreement. b. The Directing Administrator shall determine the allocations within each Settling State pursuant to Section V.C, Section V.D and Exhibit G of the Distributor Settlement Agreement, taking into account the instructions it has received pursuant to Section IV.A.iv, above. c. If a Settling State and its Participating Subdivisions agree as to the intrastate allocation pursuant to Section V.C, Section V.D and Exhibit G of the Distributor Settlement Agreement, the Attorney General’s Office in the Settling State shall so inform the Settlement Fund Administrators and such agreement shall satisfy the Directing Administrator’s obligations under Section IV.B.iv.1.b, above, provided the Settling Distributors do not object. 2. At least fifty (50) calendar days prior to any payment distributions, the Settling Distributors, the Settling States, and the Enforcement Committee shall receive notice of: (a) the amount to be received by each Settling State; (b) the amount to be received by the separate types of funds for each Settling State (if applicable); and (c) the amount to be received by each Participating Subdivision in the Settling States that is listed on Exhibit G of the Distributor Settlement Agreement and eligible to receive payments; provided, however, payment distributions to Settling States to which Section IV.B.iv.1.c, above, applies shall be made as soon as the notice is provided if the Settling Distributors and the Enforcement Committee have agreed, pursuant to Section IV.A.iii, above, on the amount to be received by each Settling State. 3. The Annual Payment for Payment Year 1 shall be transferred from the Settlement Fund Escrow to the Settlement Fund on the Effective Date; provided, however, that any amounts allocated to Subdivisions included on Exhibit G that are not Participating Subdivisions shall remain in the Settlement Fund Escrow until the Payment Date for Payment Year 2. 4. The Directing Administrator shall provide instructions regarding the distribution of the Annual Payment to the Directed Trustee, which shall distribute the funds on, or as soon as practicable after, the Effective Date AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 L-8 unless the requests made pursuant to Section IV.A.iv and .v, above, provide otherwise; provided, however, that for any Settling State where the Consent Judgment has not been entered as of the Effective Date, the funds allocable to that Settling State and its Participating Subdivisions shall not be transferred from the Settlement Fund or disbursed until ten (10) calendar days after the entry of the Consent Judgment in that State; provided further that any amounts allocated to a Participating Subdivision that has not yet secured dismissal with prejudice of its lawsuit as required under Section VII.C of the Distributor Settlement Agreement shall not be transferred or disbursed until the Participating Subdivision has secured such dismissal. The Settling Distributors shall notify the Directing Administrator if they believe a Participating Subdivision has not yet secured dismissal with prejudice of its lawsuit as required under Section VII.C of the Distributor Settlement Agreement. If so notified, the Directing Administrator will notify the Participating Subdivision. v. The Settlement Fund Administrators shall also be responsible for allocating the Additional Restitution Amount for Payment Year 1 among Settling States listed in Exhibit N of the Distributor Settlement Agreement. The Directing Administrator shall account for the instructions it has received pursuant to Section IV.A.iv, above in directing the Directed Administrator’s distribution of this money. C. Payment Year 2 Annual Payment. i. The Settlement Fund Administrators shall be responsible for allocating the Annual Payment for Payment Year 2 among the Settling States and Participating Subdivisions listed on Exhibit G of the Distributor Settlement Agreement. ii. The Payment Date for Payment Year 2 is July 15, 2022. 1. The Directing Administrator shall provide notice to the Settling Distributors of the amount owed by the Settling Distributors for the Settlement Fund Administrators’ costs and fees for Payment Year 1 and Payment Year 2 Annual Payments pursuant to Section II.D.ii, above, at least fifty (50) calendar days before the Payment Date. On or before July 15, 2022, the Settling Distributors shall pay any additional amount from Payment Year 1 and Payment Year 2 to the Settlement Fund Administrators. 2. On or before July 15, 2022, the Settling Distributors shall pay into the Settlement Fund the total amount of the base payment and Incentive Payment A for the Settling States. This is the Restitution/Abatement amount specified in Exhibit M of the Distributor Settlement Agreement for Payment Year 2, reduced by the allocable share of Non-Settling States provided in Exhibit F of the Distributor Settlement Agreement. iii. No later than fifty (50) calendar days, or as soon as practicable, prior to July 15, 2022, the Directing Administrator shall allocate the Annual Payment as follows: 1. The Directing Administrator shall use the data provided to it by the Settling Distributors and the Enforcement Committee, which shall be submitted to the Directing Administrator no later than sixty (60) calendar days prior to the Payment Date, to fulfill its obligations under this AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 L-9 Section IV.C and determine the allocations to Settling States and their Participating Subdivisions listed on Exhibit G of the Distributor Settlement Agreement. 2. The Directing Administrator shall subtract any amount owed out of the Settlement Fund for Settlement Fund Administrator costs and fees for Payment Year 1 and Payment Year 2, pursuant to Section II.D.ii, above. 3. The Directing Administrator shall allocate the remainder of the Annual Payment for Payment Year 2 among the Settling States and their Participating Subdivisions listed on Exhibit G of the Distributor Settlement Agreement. a. The Directing Administrator shall determine each Settling State’s overall allocation using the allocation percentages in Exhibit F of the Distributor Settlement Agreement. b. The Directing Administrator shall determine the allocations within each Settling State pursuant to Section V.C, Section V.D and Exhibit G of the Distributor Settlement Agreement, taking into account the instructions it has received pursuant to Section IV.A.iv, above. c. If a Settling State enacts a legislative Bar after the Initial Participation Date, but before July 15, 2022, a Subdivision that meets the requirements for becoming a Participating Subdivision under Section VII of the Distributor Settlement Agreement prior to July 15, 2022 (but was not an Initial Participating Subdivision) shall be eligible to receive its allocated share (if any) for Payment Year 2, and it shall also receive any amounts allocated to it for Payment Year 1 from the Settlement Fund Escrow. d. If a Settling State and its Participating Subdivisions agree as to the intrastate allocation, the Attorney General’s Office in the Settling State shall so inform the Settlement Fund Administrators and such agreement shall satisfy the Directing Administrator’s obligations under Section IV.C.iii.3.b, above, provided the Settling Distributors do not object. 4. As soon as possible and at least fifty (50) calendar days prior to any payment distributions, the Directing Administrator shall give notice to the Settling Distributors, the Settling States, the Enforcement Committee, and the Directed Trustee of the amount of: (a) the Annual Payment (including the amount to be allocated to the Settlement Fund Administrators in costs and fees); (b) the amount to be received by each Settling State; (c) the amount to be received by the separate types of funds for each Settling State (if applicable); and (d) the amount to be received by each Settling State’s Participating Subdivisions listed on Exhibit G of the Distributor Settlement Agreement; provided, however, that if the Settling Distributors and the Enforcement Committee have agreed on all of these amounts and submitted them to the Directing Administrator pursuant to Section IV.A.iii, payment distributions may be made as soon as this notice is provided. This notice to the Directed AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 L-10 Trustee will include instructions for disbursement of the Annual Payment within fifteen (15) calendar days of July 15, 2022, or at such later time as directed by each Settling State to the Directing Administrator. 5. Within fifteen (15) calendar days of July 15, 2022 or at such later time as directed by the Directing Administrator, the Directed Trustee shall disburse the amounts due to each Settling State and to its Participating Subdivisions listed on Exhibit G of the Distributor Settlement Agreement; provided, however, that the Directing Administrator shall instruct the Directed Trustee that any amounts allocated to a Participating Subdivision that has not yet secured dismissal with prejudice of its lawsuit as required under Section VII.C of the Distributor Settlement Agreement shall not be transferred or disbursed until the Participating Subdivision has secured such dismissal.- The Settling Distributors shall notify the Directing Administrator if they believe a Participating Subdivision has not yet secured dismissal with prejudice of its lawsuit as required under Section VII.C of the Distributor Settlement Agreement. If so notified, the Directing Administrator will notify the Participating Subdivision. 6. Any amounts remaining in the Settlement Fund Escrow for allocations to Subdivisions listed on Exhibit G of the Distributor Settlement Agreement that have not become Participating Subdivisions after all payments for Payment Year 2 are disbursed shall be transferred to the Settlement Fund and disbursed by the Directed Trustee pursuant to the reallocation provided by Section V.D.5 of the Distributor Settlement Agreement. iv. The Settlement Fund Administrators shall be also responsible for allocating the Additional Restitution Amount for Payment Year 2 among Settling States listed in Exhibit N of the Distributor Settlement Agreement. The Directing Administrator shall account for the instructions it has received pursuant to Section IV.A.iv, above in directing the Directed Administrator’s distribution of this money. D. Years 3-18 Annual Payment. i. In Payment Years 3-18, the Settlement Fund Administrators shall be responsible for determining the Annual Payment, allocating the Annual Payment among Settling States and Participating Subdivisions listed on Exhibit G of the Distributor Settlement Agreement, and determining the amount owed by each Settling Distributor. ii. The Payment Date for Payment Year 3 and successive Payment Years is July 15 of the third and successive years. iii. No later than fifty (50) calendar days prior to the Payment Date, the Directing Administrator shall determine the Annual Payment and the allocations as follows: 1. The Directing Administrator shall use the data provided to it by the Settling Distributors and the Enforcement Committee, which shall be submitted to the Directing Administrator no later than sixty (60) calendar days prior to the Payment Date, to fulfill its obligations under this Section IV.D and determine the allocations to Settling States and their AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 L-11 Participating Subdivisions listed on Exhibit G of the Distributor Settlement Agreement. 2. The Directing Administrator shall determine, for each Settling State, the amount of base and incentive payments to which the State is entitled. a. The base payments will be equal to fifty-five percent (55%) of the Net Abatement Amount multiplied by the aggregate Overall Allocation Percentage of the Settling States in Exhibit F of the Distributor Settlement Agreement. These payments will be due in installments consistent with Exhibit M of the Distributor Settlement Agreement over the eighteen (18) Payment Years. b. The Directing Administrator shall follow the steps outlined in Section IV.F of the Distributor Settlement Agreement to determine each Settling State’s eligibility for Incentive Payments A-D, which total up to a maximum of forty-five percent (45%) of the Net Abatement Amount multiplied by the aggregate Overall Allocation Percentage of the Settling States; provided, however, that, with respect to Payment Year 3, Settling States shall have up to the Payment Date to become eligible for Incentive Payment A and thus avoid the reductions set forth in Section XIII of the Distributor Settlement Agreement. If a Settling State enacts a Bar less than sixty (60) calendar days before the Payment Date for Payment Year 3, each Settling Distributor shall pay, within thirty (30) calendar days of the Payment Year 3 Payment Date, its allocable share of the difference between the Annual Payment as calculated by the Directing Administrator and the amount that would have been owed had the Settlement Fund Administrator taken the Bar into account. 3. The Directing Administrator shall apply any suspensions, offsets, or reductions as specified under Section IV, Section XII, and Section XIII of the Distributor Settlement Agreement, and allocate and track these amounts so that they reduce payments to only those Settling States and their Participating Subdivisions subject to the relevant suspension, offset, or reduction. 4. The Directing Administrator shall apply any adjustment required as a result of prepayment or significant financial constraint, as specified under Section IV.J and Section IV.K of the Distributor Settlement Agreement. 5. The Directing Administrator shall determine the amount of any Settlement Fund Administrator costs and fees that exceed the accrued interest in the Settlement Fund and Settlement Fund Escrow, as well as the amounts, if any, of such costs and fees owed by Settling Distributors and out of the Settlement Fund pursuant to Section II.D.ii, above. 6. The Directing Administrator shall determine the total amount owed by Settling Distributors (including any amounts to be held in the Settlement Fund Escrow pending resolution of a case by a Later Litigating Subdivision as described in Section XII of the Distributor Settlement AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 L-12 Agreement). Payments due from the Settling Distributors will be allocated among the Settling Distributors as follows: McKesson – 38.1%; Amerisource – 31.0%; Cardinal – 30.9%. For the avoidance of doubt, each Settling Distributor’s liability for its share of the Annual Payment is several, and not joint. No Settling Distributor shall be responsible for any portion of another Settling Distributor’s share. 7. The Directing Administrator shall allocate the Annual Payment (other than the amount owed for Settlement Fund Administrator costs and fees) within the Settling States. The allocations within each Settling State will be determined pursuant Section V.C, Section V.D and Exhibit G of the Distributor Settlement Agreement, taking into account the instructions it has received pursuant to Section IV.A.iv, above. a. If a Settling State and its Participating Subdivisions agree as to the intrastate allocation, the Attorney General’s Office in the Settling State shall so inform the Settlement Fund Administrators and such agreement shall satisfy the Directing Administrator’s obligations under this Section IV.D.iii.7, provided the Settling Distributors do not object. 8. No later than fifty (50) calendar days prior to the Payment Date for each Annual Payment, the Directing Administrator shall give notice to the Settling Distributors, the Settling States, the Enforcement Committee, and the Directed Trustee of: (a) the amount of the Annual Payment (including the amount to be allocated to the Settlement Fund Administrators in costs and fees); (b) the amount to be received by each Settling State (specifying the amount of base payment, of each incentive payment, and of each applicable suspension, offset, or reduction); (c) the amount to be received by the separate types of funds for each Settling State (if applicable); and (d) the amount to be received by each Settling State’s Participating Subdivisions listed on Exhibit G of the Distributor Settlement Agreement. The Directing Administrator shall also give notice to each Settling Distributor of the amount of its allocable share of the Annual Payment, including its allocable share of the amount of any Settlement Fund Administrator costs and fees that exceed the available interest accrued in the Settlement Fund. The Directing Administrator’s notice to the Directed Trustee will include instructions for disbursement of the Annual Payment within fifteen (15) calendar days of the Payment Date, or at such later time as directed by each Settling State to the Directing Administrator. 9. Within fifteen (15) calendar days of July 15 of each year or at such later time as directed by the Directing Administrator, the Directed Trustee shall disburse the amounts due to each Settling State and to its Participating Subdivisions listed on Exhibit G of the Distributor Settlement Agreement; provided, however, that the Directing Administrator shall instruct the Directed Trustee that any amounts allocated to a Participating Subdivision that has not yet secured dismissal with prejudice of its lawsuit as required under Section VII.C of the Distributor Settlement Agreement shall not be transferred or disbursed until the Participating Subdivision has secured such dismissal. The Settling Distributors shall notify the Directing Administrator if they AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 L-13 believe a Participating Subdivision has not yet secured dismissal with prejudice of its lawsuit as required under Section VII.C of the Distributor Settlement Agreement. If so notified, the Directing Administrator will notify the Participating Subdivision. iv. The Settlement Fund Administrators shall be also responsible for allocating the Additional Restitution Amount for Payment Year 3 among Settling States listed in Exhibit N of the Distributor Settlement Agreement. The Directing Administrator shall account for the instructions it has received pursuant to Section IV.A.iv, above in directing the Directed Administrator’s distribution of this money. E. Disputes Regarding the Annual Payment. i. Within twenty-one (21) calendar days of the notice provided by the Directing Administrator, any party may dispute, in writing, the calculation of the Annual Payment (including the amount allocated for Settlement Fund Administrator costs and fees), or the amount to be received by a Settling State and/or its Participating Subdivisions listed on Exhibit G of the Distributor Settlement Agreement. Such disputing party must provide a written notice of dispute to the Settlement Fund Administrators, the Enforcement Committee, any affected Settling State, and the Settling Distributors identifying the nature of the dispute, the amount of money that is disputed, and the Settling State(s) affected. The Directing Administrator will maintain official contact information for providing a notice of dispute. ii. Within twenty-one (21) calendar days of the sending of a written notice of dispute, any affected party may submit a response, in writing, to the Settlement Fund Administrators, the Enforcement Committee, any affected Settling State, and the Settling Distributors identifying the basis for disagreement with the notice of dispute. iii. If no response is filed, and the Directing Administrator determines the disputing Party is correct, the Directing Administrator shall adjust the amount calculated consistent with the written notice of dispute and accordingly provide updated instructions to the Directed Trustee, and each Settling Distributor shall pay its allocable share of the adjusted amount, collectively totaling that year’s Annual Payment, on the Payment Date. If a written response to the written notice of dispute is timely sent to the Settlement Fund Administrators, the Directing Administrator shall notify the Settling Distributors of the preliminary amount to be paid, which shall be the greater of the amount originally calculated by the Directing Administrator or the amount that would be consistent with the notice of dispute, provided, however, that in no circumstances shall the preliminary amount to be paid be higher than the maximum amount of base and Incentive Payments A and D for that Payment Year as set forth on Exhibit M of the Distributor Settlement Agreement. For the avoidance of doubt, a transfer of suspended payments from the Settlement Fund Escrow does not count toward determining whether the amount to be paid is higher than the maximum amount of base and Incentive Payments A and D for that Payment Year as set forth on Exhibit M. iv. The Directing Administrator shall instruct the Directed Trustee to place any disputed amount of the preliminary amount paid by the Settling Distributors into the Settlement Fund Escrow and to disburse any undisputed amount to each AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 L-14 Settling State and its Participating Subdivisions listed on Exhibit G of the Distributor Settlement Agreement within fifteen (15) calendar days of the Payment Date or at such later time as directed by each Settling State. v. Disputes described in this subsection shall be resolved in accordance with the terms of Section VI.F of the Distributor Settlement Agreement. vi. The decisions of the National Arbitration Panel shall be binding on Settling States, Participating Subdivisions, Settling Distributors, and the Settlement Fund Administrators. F. Extensions. i. The schedule provided for in this Section IV shall be adjusted based on what is practicable. The Settlement Fund Administrators shall provide notice to the Settling Distributors and the Enforcement Committee should the Directing Administrator and/or Directed Trustee believe that the deadlines provided for in this Section IV need to be adjusted. In such a circumstance, the Settlement Fund Administrators, the Settling Distributors, and the Enforcement Committee will meet and confer regarding the appropriate timeline, seeking to balance practical realities with the importance of expediting the receipt of funds by the Settling States and their Participating Subdivisions so that they can be used to provide Opioid Remediation. ii. The deadlines in this Section IV may be extended by the written agreement of the Settling Distributors and the Enforcement Committee. V. Reporting Obligations A. Reporting of Non-Opioid Remediation Uses. i. The Directing Administrator shall set up a system to receive and preserve reports from Settling States and Participating Subdivisions that have used monies from the Settlement Fund for purposes that do not qualify as Opioid Remediation, pursuant to Section V.B.2 of the Distributor Settlement Agreement. The Directing Administrator will not require Settling States and Participating Subdivisions without any such uses of money to submit a report, and the Directing Administrator may treat the failure to submit a report as confirmation that a Settling State or Participating Subdivision had no such uses of money. ii. Settling States and Participating Subdivisions shall report to the Directing Administrator and the Settling Distributors the amount of funds received from the Settlement Fund used for purposes that do not qualify as Opioid Remediation (pursuant to Section V.B.2 of the Distributor Settlement Agreement). Settling States and Participating Subdivisions’ reports to the Directing Administrator and the Settling Distributors shall identify how such funds were used, including if used to pay attorneys’ fees, investigation costs, litigation costs, or costs related to the operation and enforcement of the Distributor Settlement Agreement, respectively. Such Settling State or Participating Subdivision shall make such reports to the Directing Administrator and the Settling Distributors with respect to each six-month period ending on June 30 or December 31 of any year in which funds are received from the Settlement Fund. Such Settling State or Participating Subdivision shall make each such report within ninety (90) days of the end of the applicable six-month period. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 L-15 iii. The Directing Administrator shall establish a process by December 31, 2022 to make the reporting under this Section V.A available to the public. B. Abatement Accounts Fund Reporting. i. The Settlement Fund Administrators shall track and assist in the report of the amount of remediation disbursed or applied during each fiscal year, broken down by primary funded strategy category listed in Exhibit E of the Distributor Settlement Agreement (with any permissible common costs prorated among strategies). ii. Upon request by any Settling Distributor, the Settlement Fund Administrators shall agree to perform such further acts and to execute and deliver such further documents as may be reasonably necessary for the Settling Distributors to establish the statements set forth in Section V.F of the Distributor Settlement Agreement to the satisfaction of their tax advisors, their independent financial auditors, the Internal Revenue Service, or any other governmental authority, including as contemplated by Treasury Regulations Section 1.162-21(b)(3)(ii) and any subsequently proposed or finalized relevant regulations or administrative guidance. C. Qualified Settlement Fund Treatment. i. The Settling Distributors and the Settlement Fund Administrators shall agree that the Settlement Fund is intended to be classified as a “qualified settlement fund” within the meaning of Treasury regulations Section 1.468B-1, et seq. (and corresponding or similar provisions of state, local, or foreign law, as applicable). The Settlement Fund Administrators or any independent certified public accounting firm selected by the Settling Distributors to serve as administrator of the Settlement Fund for tax purposes (the “Tax Administrator”) shall not take any action or tax position inconsistent with such treatment. The Settlement Fund shall be treated as a qualified settlement fund from the earliest date possible, and the Settling Distributors and the Settlement Fund Administrators shall agree to any relation-back election required to treat the Settlement Fund as a qualified settlement fund from the earliest date possible. ii. The Settlement Fund Administrators or the Tax Administrator shall serve as administrator of the Settlement Fund for tax purposes. The Settlement Fund Administrators or Tax Administrator shall (i) obtain federal and state taxpayer identification numbers for the Settlement Fund and provide the same to the Settling Distributors and the Settlement Fund Administrators, (ii) be responsible for all tax reporting, withholding and filing requirements for the Settlement Fund, (iii) provide instructions to the Settling Distributors and Settlement Fund Administrators for the release of sufficient funds from the Settlement Fund to pay all taxes owed by the Settlement Fund in accordance with Treasury regulations Section 1.468B-2 and any applicable state, local or other tax laws, and (iv) send copies of all such tax filings and returns to the Settling Distributors and Settlement Fund Administrators. The Settling Distributors and Settlement Fund Administrators shall provide such cooperation and information as the Tax Administrator may reasonably request in performing the responsibilities set forth in this Section VI. iii. Any costs and fees arising from a Tax Administrator shall be allocated evenly among the Settling Distributors. For the avoidance of doubt, each Settling AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 L-16 Distributor’s liability for its share of the costs and fees is several, and not joint. No Settling Distributor shall be responsible for any portion of another Settling Distributor’s share. For the years that Janssen is also utilizing the Settlement Fund, costs will be divided equally among the four companies. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 M-1 EXHIBIT M Settlement Payment Schedule The below reflects the maximum payment if all States become Settling States and no offsets or reductions pursuant to this Agreement apply. The text of this Agreement explains the terms, conditions, and underlying calculations for each of these Payments. Payment 1 Payment 2 Payment 3 Payment 4 Payment 5 Payment 6 Payment 7 Payment 8 Payment 9 Payment 10 Payment 11 Payment 12 Payment 13 Payment 14 Payment 15 Payment 16 Payment 17 Payment 18 Total Resitution/Abatement $792,612,857.89 $832,997,473.28 $832,997,473.28 $1,042,614,337.16 $1,042,614,337.15 $1,042,614,337.15 $1,042,614,337.15 $1,226,240,076.84 $1,226,240,076.84 $1,226,240,076.84 $1,030,778,538.44 $1,030,778,538.44 $1,030,778,538.44 $1,030,778,538.44 $1,030,778,538.44 $1,030,778,538.44 $1,030,778,538.44 $1,030,778,538.44 $18,554,013,691.11 Base $458,881,128.25 $482,261,695.06 $482,261,695.06 $603,618,826.78 $603,618,826.77 $562,304,221.38 $562,304,221.38 $668,613,860.15 $668,613,860.15 $668,613,860.15 $555,451,916.87 $555,451,916.87 $555,451,916.87 $555,451,916.87 $555,451,916.87 $555,451,916.87 $555,451,916.87 $555,451,916.87 $10,204,707,530.09 Bonus A $333,731,729.64 $350,735,778.22 $350,735,778.22 $438,995,510.38 $438,995,510.38 $408,948,524.64 $408,948,524.64 $486,264,625.57 $486,264,625.57 $486,264,625.57 $403,965,030.45 $403,965,030.45 $403,965,030.45 $403,965,030.45 $403,965,030.45 $403,965,030.45 $403,965,030.45 $403,965,030.45 $7,421,605,476.43 Bonus B $208,582,331.02 $219,209,861.39 $219,209,861.39 $274,372,193.99 $274,372,193.99 $255,592,827.90 $255,592,827.90 $303,915,390.98 $303,915,390.98 $303,915,390.98 $252,478,144.03 $252,478,144.03 $252,478,144.03 $252,478,144.03 $252,478,144.03 $252,478,144.03 $252,478,144.03 $252,478,144.03 $4,638,503,422.77 Bonus C $125,149,398.61 $131,525,916.83 $131,525,916.83 $164,623,316.39 $164,623,316.39 $153,355,696.74 $153,355,696.74 $182,349,234.59 $182,349,234.59 $182,349,234.59 $151,486,886.42 $151,486,886.42 $151,486,886.42 $151,486,886.42 $151,486,886.42 $151,486,886.42 $151,486,886.42 $151,486,886.42 $2,783,102,053.66 Bonus D $71,361,591.12 $71,361,591.12 $71,361,591.12 $71,361,591.12 $71,361,591.12 $71,361,591.12 $71,361,591.12 $71,361,591.12 $71,361,591.12 $71,361,591.12 $71,361,591.12 $71,361,591.12 $71,361,591.12 $927,700,684.60 Additional Restitution Amount $64,615,384.62 $113,076,923.08 $105,000,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $282,692,307.70 State Cost Fund $56,538,461.54 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $56,538,461.54 State Outside Counsel Fee Fund $136,044,378.70 $129,230,769.23 $17,417,159.76 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $282,692,307.70 Attorney Fee Fund $136,044,378.70 $150,934,911.25 $270,825,443.80 $183,625,739.68 $183,625,739.69 $183,625,739.69 $183,625,739.69 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1,292,307,692.51 MDL Expense Fund $40,384,615.39 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $40,384,615.39 Litigating Subdivision Cost Fund $40,000,000.00 $40,000,000.00 $40,000,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $120,000,000.00 Total Payment $1,266,240,076.84 $1,266,240,076.84 $1,266,240,076.84 $1,226,240,076.84 $1,226,240,076.84 $1,226,240,076.84 $1,226,240,076.84 $1,226,240,076.84 $1,226,240,076.84 $1,226,240,076.84 $1,030,778,538.44 $1,030,778,538.44 $1,030,778,538.44 $1,030,778,538.44 $1,030,778,538.44 $1,030,778,538.44 $1,030,778,538.44 $1,030,778,538.44 $20,628,629,075.93 Max After Credit $491,370,923.07 Tribal/W. Va. Credit $21,119,999,999.00 Global Settlement Amount AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 N-1 EXHIBIT N Additional Restitution Amount Allocation American Samoa 0.0269444247% Arizona 3.6430210329% California 16.2669545320% Colorado 2.7085512198% Connecticut 2.1096636070% District of Columbia 0.3322525916% Guam 0.0804074609% Illinois 5.4255643065% Iowa 1.2999070108% Kansas 1.3410510698% Louisiana 2.3525361878% Maine 0.9038789471% Maryland 3.2974316916% Massachusetts 3.6093694218% Minnesota 2.1790874099% Missouri 3.1849331362% N. Mariana Islands 0.0285222675% Nebraska 0.7246475605% New Jersey 4.3741379541% New York 9.7303039729% North Carolina 5.1803544928% North Dakota 0.3171626484% Oregon 2.2051475878% Pennsylvania 7.0279415168% Tennessee 4.2216179010% Texas 10.4894528864% Virgin Islands 0.0544915651% Virginia 3.7333854452% Wisconsin 2.8360231633% Wyoming 0.3152569876% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 O-1 EXHIBIT O Adoption of a State-Subdivision Agreement A State-Subdivision Agreement shall be applied if it meets the requirements of Section V and is approved by the State and by the State’s Subdivisions as follows: 1. Requirements for Approval. A State-Subdivision Agreement shall be agreed when it has been approved by the State and either (a) Subdivisions whose aggregate “Population Percentages,” determined as set forth below, total more than sixty percent (60%), or (b) Subdivisions whose aggregate Population Percentages total more than fifty percent (50%) provided that these Subdivisions also represent fifteen percent (15%) or more of the State’s counties or parishes (or, in the case of Settling States whose counties and parishes that do not function as local governments, fifteen percent (15%) of or more of the Settling State’s General Purpose Governments that qualify as Subdivisions), by number. 2. Approval Authority. Approval by the State shall be by the Attorney General. Approval by a Subdivision shall be by the appropriate official or legislative body pursuant to the required procedures for that Subdivision to agree to a legally binding settlement. 3. Population Percentage Calculation. For purposes of this Exhibit O only, Population Percentages shall be determined as follows: For States with functional counties or parishes18, the Population Percentage of each county or parish shall be deemed to be equal to (a) (1) two hundred percent (200%) of the population of such county or parish, minus (2) the aggregate population of all Primary Incorporated Municipalities located in such county or parish, divided by (b) two hundred percent (200%) of the State’s population. A “Primary Incorporated Municipality” means a city, town, village or other municipality incorporated under applicable state law with a population of at least 25,000 that is not located within another incorporated municipality. The Population Percentage of each Primary Incorporated Municipality shall be equal to its population (including the population of any incorporated or unincorporated municipality located therein) divided by two hundred percent (200%) of the State’s population; provided that the Population Percentage of a Primary Incorporated Municipality that is not located within a county shall be equal to two hundred percent (200%) of its population (including the population of any incorporated or unincorporated municipality located therein) divided by two hundred percent (200%) of the State’s population. For all States that do not have functional counties or parishes, the Population Percentage of each General Purpose Government (including any incorporated or unincorporated municipality located therein), shall be equal to its population divided by the State’s population. 4. Preexisting Agreements and Statutory Provisions. A State may include with the notice to its Subdivisions an existing agreement, a proposed agreement, or statutory provisions regarding the distribution and use of settlement funds and have the acceptance of such an agreement or statutory provision be part of the requirements to be an Initial Participating Subdivision. 18 Certain states do not have counties or parishes that have functional governments, including: Alaska, Connecticut, Massachusetts, Rhode Island, and Vermont. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 O-2 5. Revised Agreements. A State-Subdivision Agreement that has been revised, supplemented, or refined shall be applied if it meets the requirements of Section V and is approved by the State and by the State’s Subdivisions pursuant to the terms above. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-1 EXHIBIT P Injunctive Relief I. INTRODUCTION A. Within ninety (90) days of the Effective Date unless otherwise set forth herein, each Injunctive Relief Distributor shall implement the injunctive relief terms set forth in Sections II through XIX (the “Injunctive Relief Terms”) in its Controlled Substance Monitoring Program (“CSMP”). B. The Effective Date of these Injunctive Relief Terms shall be defined by Section I.P of the Settlement Agreement, dated as of July 21, 2021, which incorporates these Injunctive Relief Terms as Exhibit P. II. TERM AND SCOPE A. The duration of the Injunctive Relief Terms contained in Sections IV through XVI shall be ten (10) years from the Effective Date. B. McKesson Corporation, Cardinal Health, Inc., and AmerisourceBergen Corporation are referred to collectively throughout these Injunctive Relief Terms as the “Injunctive Relief Distributors” or individually as an “Injunctive Relief Distributor.” Each Injunctive Relief Distributor is bound by the terms herein. C. The requirements contained in Sections VIII through XV shall apply to the distribution of Controlled Substances to Customers by each Injunctive Relief Distributor’s Full-Line Wholesale Pharmaceutical Distribution Business, including by any entities acquired by the Injunctive Relief Distributors that are engaged in the Full-Line Wholesale Pharmaceutical Distribution Business. The prior sentence is not limited to activity physically performed at each Injunctive Relief Distributor’s distribution centers and includes activity covered by the prior sentence performed by each Injunctive Relief Distributor at any physical location, including at its corporate offices or at the site of a Customer with respect to Sections III through XV. III. DEFINITIONS A. “Audit Report.” As defined in Section XVIII.H.3. B. “Chain Customers.” Chain retail pharmacies that have centralized corporate headquarters and have multiple specific retail pharmacy locations from which Controlled Substances are dispensed to individual patients. C. “Chief Diversion Control Officer.” As defined in Section IV.A. D. “Clearinghouse.” The system established by Section XVII. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-2 E. “Clearinghouse Advisory Panel.” As defined in Section XVII.B.4. F. “Controlled Substances.” Those substances designated under schedules II-V pursuant to the federal Controlled Substances Act and the laws and regulations of the Settling States that incorporate federal schedules II-V. For purposes of the requirements of the Injunctive Relief Terms, Gabapentin shall be treated as a Controlled Substance, except for purposes of Section XII for Customers located in States that do not regulate it as a controlled substance or similar designation (e.g., drug of concern). G. “Corrective Action Plan.” As defined in Section XIX.B.7.b. H. “CSMP.” As defined in Section I.A. I. “CSMP Committee.” As defined in Section VI.A. J. “Customers.” Refers collectively to current, or where applicable potential, Chain Customers and Independent Retail Pharmacy Customers. “Customers” do not include long-term care facilities, hospital pharmacies, and pharmacies that serve exclusively inpatient facilities. K. “Data Security Event.” Refers to any compromise, or threat that gives rise to a reasonable likelihood of compromise, by unauthorized access or inadvertent disclosure impacting the confidentiality, integrity, or availability of Dispensing Data. L. “Dispensing Data.” Includes, unless altered by the Clearinghouse Advisory Panel: (i) unique patient IDs; (ii) patient zip codes; (iii) the dates prescriptions were dispensed; (iv) the NDC numbers of the drugs dispensed; (v) the quantities of drugs dispensed; (vi) the day’s supply of the drugs dispensed; (vii) the methods of payment for the drugs dispensed; (viii) the prescribers’ names; (ix) the prescribers’ NPI or DEA numbers; and (x) the prescribers’ zip codes or addresses. The Clearinghouse will be solely responsible for collecting Dispensing Data. M. “Draft Report.” As defined in Section XVIII.H.1. N. “Effective Date.” As defined in Section I.B. O. “Full-Line Wholesale Pharmaceutical Distribution Business.” Activity engaged in by distribution centers with a primary business of supplying a wide range of branded, generic, over-the-counter and specialty pharmaceutical products to Customers. P. “Highly Diverted Controlled Substances.” Includes: (i) oxycodone; (ii) hydrocodone; (iii) hydromorphone; (iv) tramadol; (v) oxymorphone; (vi) morphine; (vii) methadone; (viii) carisoprodol; (ix) alprazolam; and (x) fentanyl. The Injunctive Relief Distributors shall confer annually and review this list to determine whether changes are appropriate and shall add Controlled Substances to AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-3 the list of Highly Diverted Controlled Substances as needed based on information provided by the DEA and/or other sources related to drug diversion trends. The Injunctive Relief Distributors shall notify the State Compliance Review Committee and the Monitor of any additions to the list of Highly Diverted Controlled Substances. Access to Controlled Substances predominately used for Medication-Assisted Treatment shall be considered when making such additions. Q. “Independent Retail Pharmacy Customers.” Retail pharmacy locations that do not have centralized corporate headquarters and dispense Controlled Substances to individual patients. R. “Injunctive Relief Distributors.” As defined in Section II.B. S. “Injunctive Relief Terms.” As defined in Section I.A. T. “Monitor.” As defined in Section XVIII.A. U. “National Arbitration Panel.” As defined by Section I.GG of the Settlement Agreement, dated as of July 21, 2021, which incorporates these Injunctive Relief Terms as Exhibit P. V. “NDC.” National Drug Code. W. “non-Controlled Substance.” Prescription medications that are not Controlled Substances. X. “Notice of Potential Violation.” As defined in Section XIX.B.2. Y. “Order.” A unique Customer request on a specific date for (i) a certain amount of a specific dosage form or strength of a Controlled Substance or (ii) multiple dosage forms and/or strengths of a Controlled Substance. For the purposes of this definition, each line item on a purchasing document or DEA Form 222 is a separate order, except that a group of line items either in the same drug family or DEA base code (based upon the structure of a Injunctive Relief Distributor’s CSMP) may be considered to be a single order. Z. “Pharmacy Customer Data.” Aggregated and/or non-aggregated data provided by the Customer for a 90-day period. 1. To the extent feasible based on the functionality of a Customer’s pharmacy management system, Pharmacy Customer Data shall contain (or, in the case of non-aggregated data, shall be sufficient to determine) the following: a) A list of the total number of prescriptions and dosage units for each NDC for all Controlled Substances and non-Controlled Substances; AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-4 b) A list of the top five prescribers of each Highly Diverted Controlled Substance by dosage volume and the top ten prescribers of all Highly Diverted Controlled Substances combined by dosage volume. For each prescriber, the data shall include the following information: (1) Number of prescriptions and doses prescribed for each Highly Diverted Controlled Substance NDC; (2) Number of prescriptions for each unique dosage amount (number of pills per prescription) for each Highly Diverted Controlled Substance NDC; (3) Prescriber name, DEA registration number, and address; and (4) Medical practice/specialties, if available; c) Information on whether the method of payment was cash for (a) Controlled Substances, and (b) non-Controlled Substances; and d) Information on top ten patient residential areas by five-digit ZIP code prefix for filled Highly Diverted Controlled Substances by dosage volume, including number of prescriptions and doses for each Highly Diverted Controlled Substance NDC. 2. Injunctive Relief Distributors are not required to obtain Pharmacy Customer Data for all Customers. Pharmacy Customer Data only needs to be obtained under circumstances required by the Injunctive Relief Terms and the applicable CSMP policies and procedures. Each Injunctive Relief Distributor’s CSMP policies and procedures shall describe the appropriate circumstances under which and methods to be used to obtain and analyze Pharmacy Customer Data. 3. Injunctive Relief Distributors shall only collect, use, disclose or retain Pharmacy Customer Data consistent with applicable federal and state privacy and consumer protections laws. Injunctive Relief Distributors shall not be required to collect, use, disclose or retain any data element that is prohibited by law or any element that would require notice to or consent from the party who is the subject of the data element, including, but not limited to, a third party (such as a prescriber) to permit collection, use, disclosure and/or retention of the data. AA. “Potential Violation.” As defined in Section XIX.B.1. BB. “Reporting Periods.” As defined in Section XVIII.C.1. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-5 CC. “Settling State.” As defined by Section I.OOO of the Settlement Agreement, dated as of July 21, 2021, which incorporates these Injunctive Relief Terms as Exhibit P. DD. “State Compliance Review Committee.” The initial State Compliance Review Committee members are representatives from the Attorneys General Offices of Connecticut, Florida, New York, North Carolina, Tennessee, and Texas. The membership of the State Compliance Review Committee may be amended at the discretion of the Settling States. EE. “Suspicious Orders.” As defined under federal law and regulation and the laws and regulations of the Settling States that incorporate the federal Controlled Substances Act. Suspicious Orders currently include, but are not limited to, orders of unusual size, orders deviating substantially from a normal pattern, and orders of unusual frequency. FF. “Threshold.” The total volume of a particular drug family, DEA base code, or a particular formulation of a Controlled Substance that an Injunctive Relief Distributor shall allow a Customer to purchase in any particular period. This term may be reassessed during Phase 2-B of the Clearinghouse. GG. “Third Party Request.” A request from an entity other than an Injunctive Relief Distributor, a Settling State, or the Monitor pursuant to a subpoena, court order, data practices act, freedom of information act, public information act, public records act, or similar law. HH. “Top Prescriber.” A prescriber who, for a Customer, is either (i) among the top five (5) prescribers of each Highly Diverted Controlled Substance or (ii) among the top ten (10) prescribers of Highly Diverted Controlled Substances combined, as determined from the most recent Pharmacy Customer Data for that Customer. IV. CSMP PERSONNEL A. Each Injunctive Relief Distributor shall establish or maintain the position of Chief Diversion Control Officer, or other appropriately titled position, to oversee the Injunctive Relief Distributor’s CSMP. The Chief Diversion Control Officer shall have appropriate experience regarding compliance with the laws and regulations concerning Controlled Substances, in particular laws and regulations requiring effective controls against the potential diversion of Controlled Substances. The Chief Diversion Control Officer shall report directly to either the senior executive responsible for U.S. pharmaceutical distribution or the most senior legal officer at the Injunctive Relief Distributor. B. The Chief Diversion Control Officer shall be responsible for the approval of material revisions to the CSMP. C. The Chief Diversion Control Officer shall provide at least quarterly reports to the CSMP Committee regarding the Injunctive Relief Distributor’s operation of the AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-6 CSMP, including the implementation of any changes to the CSMP required by these Injunctive Relief Terms. D. An Injunctive Relief Distributor’s CSMP functions, including, but not limited to, the onboarding and approval of new Customers for the sale of Controlled Substances, setting and adjusting Customer Thresholds for Controlled Substances, terminating or suspending Customers, and submitting Suspicious Orders and other reports to Settling States (or the Clearinghouse, when operational), but excluding support necessary to perform these functions, shall be conducted exclusively by the Injunctive Relief Distributor’s CSMP personnel or qualified third-party consultants. E. Staffing levels of each Injunctive Relief Distributor’s CSMP department shall be reviewed periodically, but at least on an annual basis, by the Injunctive Relief Distributor’s CSMP Committee. This review shall include consideration of relevant developments in technology, law, and regulations to ensure the necessary resources are in place to carry out the program in an effective manner. F. Personnel in an Injunctive Relief Distributor’s CSMP department shall not report to individuals in an Injunctive Relief Distributor’s sales department, and sales personnel shall not be authorized to make decisions regarding the promotion, compensation, demotion, admonition, discipline, commendation, periodic performance reviews, hiring, or firing of CSMP personnel. G. The CSMP policies and procedures shall be published in a form and location readily accessible to all CSMP personnel at each Injunctive Relief Distributor. V. INDEPENDENCE A. For each Injunctive Relief Distributor, sales personnel compensated with commissions shall not be compensated based on revenue or profitability targets or expectations for sales of Controlled Substances. However, each Injunctive Relief Distributor’s personnel may, as applicable, be compensated (including incentive compensation) based on formulas that include total sales for all of the Injunctive Relief Distributor’s products, including Controlled Substances. The compensation of sales personnel shall not include incentive compensation tied solely to sales of Controlled Substances. B. For any Injunctive Relief Distributor personnel who are compensated at least in part based on Customer sales, the Injunctive Relief Distributor shall ensure the compensation of such personnel is not decreased by a CSMP-related suspension or termination of a Customer or as a direct result of the reduction of sales of Controlled Substances to a Customer pursuant to the CSMP. C. The Injunctive Relief Distributors’ sales personnel shall not be authorized to make decisions regarding the implementation of CSMP policies and procedures, the design of the CSMP, the setting or adjustment of Thresholds, or other actions taken pursuant to the CSMP, except sales personnel must provide information AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-7 regarding compliance issues to CSMP personnel promptly. The Injunctive Relief Distributors’ sales personnel are prohibited from interfering with, obstructing, or otherwise exerting control over any CSMP department decision-making. D. Each Injunctive Relief Distributor shall review its compensation and non- retaliation policies and, if necessary, modify and implement changes to those policies to effectuate the goals of, and incentivize compliance with, the CSMP. E. Each Injunctive Relief Distributor shall maintain a telephone, email, and/or web- based “hotline” to permit employees and/or Customers to anonymously report suspected diversion of Controlled Substances or violations of the CSMP, Injunctive Relief Distributor company policy related to the distribution of Controlled Substances, or applicable law. Each Injunctive Relief Distributor shall share the hotline contact information with their employees and Customers. Each Injunctive Relief Distributor shall maintain all complaints made to the hotline, and document the determinations and bases for those determinations made in response to all complaints. VI. OVERSIGHT A. To the extent not already established, each Injunctive Relief Distributor shall establish a committee that includes senior executives with responsibility for legal, compliance, distribution and finance to provide oversight over its CSMP (the “CSMP Committee”). The Chief Diversion Control Officer shall be a member of the CSMP Committee. The CSMP Committee shall not include any employee(s) or person(s) performing any sales functions on behalf of the Injunctive Relief Distributor; provided that service on the CSMP Committee by any senior executives listed in this paragraph whose responsibilities may include, but are not limited to, management of sales functions shall not constitute a breach of the Injunctive Relief Terms. B. Each Injunctive Relief Distributor’s CSMP Committee shall have regular meetings during which the Chief Diversion Control Officer shall present to the CSMP Committee with respect to, and the CSMP Committee shall evaluate, among other things: (1) any material modifications and potential enhancements to the CSMP including, but not limited to, those relating to Customer due diligence and Suspicious Order monitoring and reporting; (2) any significant new national and regional diversion trends involving Controlled Substances; (3) the Injunctive Relief Distributor’s adherence to the CSMP policies and procedures, the Injunctive Relief Terms, and applicable laws and regulations governing the distribution of Controlled Substances; and (4) any technology, staffing, or other resource needs for the CSMP. The CSMP Committee shall have access to all CSMP reports. The CSMP Committee will review and approve the specific metrics used to identify the Red Flags set forth in Section VIII. C. On a quarterly basis, each Injunctive Relief Distributor’s CSMP Committee shall send a written report to the Injunctive Relief Distributor’s Chief Executive, Chief AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-8 Financial, and Chief Legal Officer, as well as its Board of Directors, addressing: (1) the Injunctive Relief Distributor’s substantial adherence to the CSMP policies and procedures, the Injunctive Relief Terms, and applicable laws and regulations governing the distribution of Controlled Substances; (2) recommendations as appropriate about the allocation of resources to ensure the proper functioning of the Injunctive Relief Distributor’s CSMP; and (3) significant revisions to the CSMP. The Board of Directors or a committee thereof at each Injunctive Relief Distributor shall document in its minutes its review of the quarterly CSMP Committee reports. D. To the extent not already established, the Board of Directors of each Injunctive Relief Distributor shall establish its own compliance committee (the “Board Compliance Committee”) to evaluate, at a minimum, and on a quarterly basis: (1) the CSMP Committee’s written reports; (2) the Injunctive Relief Distributor’s substantial adherence to the CSMP policies and procedures, the Injunctive Relief Terms, and applicable laws and regulations governing the distribution of Controlled Substances; (3) the Injunctive Relief Distributor’s code of conduct and any whistleblower reporting policies, including those prescribed by Section V.E; and (4) any significant regulatory and/or government enforcement matters within the review period relating to the distribution of Controlled Substances. An Injunctive Relief Distributor meets this requirement if it established, prior to the Effective Date, multiple committees of its Board of Directors that together have responsibilities outlined in this paragraph. E. The Board Compliance Committee shall have the authority to: (1) require management of the Injunctive Relief Distributor to conduct audits on any CSMP or legal and regulatory concern pertaining to Controlled Substances distribution, and to update its full Board of Directors on those audits; (2) to commission studies, reviews, reports, or surveys to evaluate the Injunctive Relief Distributor’s CSMP performance; (3) request meetings with the Injunctive Relief Distributor’s management and CSMP staff; and (4) review the appointment, compensation, performance, and replacement of the Injunctive Relief Distributor’s Chief Diversion Control Officer. VII. MANDATORY TRAINING A. Each Injunctive Relief Distributor shall require all new CSMP personnel to attend trainings on its CSMP, its obligations under the Injunctive Relief Terms, and its duties with respect to maintaining effective controls against potential diversion of Controlled Substances and reporting Suspicious Orders pursuant to state and federal laws and regulations prior to conducting any compliance activities for the Injunctive Relief Distributor without supervision. B. Each Injunctive Relief Distributor shall provide annual trainings to CSMP personnel on its CSMP, its obligations under the Injunctive Relief Terms, and its duties to maintain effective controls against potential diversion of Controlled AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-9 Substances and report Suspicious Orders pursuant to state and federal laws and regulations. C. On an annual basis, each Injunctive Relief Distributor shall test its CSMP personnel on their knowledge regarding its CSMP, its obligations under the Injunctive Relief Terms, and its duties to maintain effective controls against potential diversion of Controlled Substances and to report Suspicious Orders pursuant to state and federal laws and regulations. D. Each Injunctive Relief Distributor shall train all third-party compliance consultants (defined as non-employees who are expected to devote fifty percent (50%) or more of their time to performing work related to the Injunctive Relief Distributor’s CSMP, excluding information technology consultants not engaged in substantive functions related to an Injunctive Relief Distributor’s CSMP) performing compliance functions for the Injunctive Relief Distributor in the same manner as the Injunctive Relief Distributor’s CSMP personnel. E. At least every three (3) years in the case of existing employees, and within the first six months of hiring new employees, each Injunctive Relief Distributor shall require operations, sales, and senior executive employees to attend trainings on its CSMP, its obligations under the Injunctive Relief Terms, the hotline established in Section V.E, and its duties to maintain effective controls against potential diversion of Controlled Substances and report Suspicious Orders pursuant to state and federal laws and regulations. VIII. RED FLAGS A. Within one hundred and twenty days (120) of the Effective Date, each Injunctive Relief Distributor shall, at a minimum, apply specific metrics to identify the potential Red Flags described in Section VIII.D with respect to Independent Retail Pharmacy Customers. For Chain Customers, the metrics used to identify the Red Flags described in Section VIII.D may be adjusted based on the specific business model and supplier relationships of the Chain Customer. B. Each Injunctive Relief Distributor shall evaluate and, if necessary, enhance or otherwise adjust the specific metrics it uses to identify Red Flags set forth in Section VIII.D. C. Each Injunctive Relief Distributor shall provide annually to the Monitor the specific metrics it uses to identify Red Flags as set forth in Section VIII.D. The Monitor shall review the metrics used to identify Red Flags as set forth in Section VIII.D to assess whether the metrics are reasonable. The Monitor may, at its discretion, suggest revisions to the metrics in the annual Audit Report as part of the Red Flags Review set forth in Section XVIII.F.3.f. Each Injunctive Relief Distributor may rely on its specific metrics to comply with the requirements of Section VIII unless and until the Monitor proposes a revised metric in connection with Section XVIII.H. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-10 D. For purposes of the Injunctive Relief Terms, “Red Flags” are defined as follows: 1. Ordering ratio of Highly Diverted Controlled Substances to non- Controlled Substances: Analyze the ratio of the order volume of all Highly Diverted Controlled Substances to the order volume of all non- Controlled Substances to identify Customers with significant rates of ordering Highly Diverted Controlled Substances. 2. Ordering ratio of Highly Diverted Controlled Substance base codes or drug families to non-Controlled Substances: Analyze the ratio of the order volume of each Highly Diverted Controlled Substance base code or drug family to the total order volume of all non-Controlled Substances to identify Customers with significant rates of ordering each Highly Diverted Controlled Substance base code or drug family. 3. Excessive ordering growth of Controlled Substances: Analyze significant increases in the ordering volume of Controlled Substances using criteria to identify customers that exhibit percentage growth of Controlled Substances substantially in excess of the percentage growth of non-Controlled Substances. 4. Unusual formulation ordering: Analyze ordering of Highly Diverted Controlled Substances to identify customers with significant ordering of high-risk formulations. High-risk formulations include, but are not limited to, 10mg hydrocodone, 8mg hydromorphone, 2mg alprazolam, single- ingredient buprenorphine (i.e., buprenorphine without naloxone), and highly-abused formulations of oxycodone. On an annual basis (or as otherwise necessary), high-risk formulations of Highly Diverted Controlled Substances may be added, removed, or revised based on the Injunctive Relief Distributors’ assessment and regulatory guidance. 5. Out-of-area patients: Analyze Pharmacy Customer Data or Dispensing Data to assess volume of prescriptions for Highly Diverted Controlled Substances for out-of-area patients (based on number of miles traveled between a patient’s zip code and the pharmacy location, depending on the geographic area of interest) taking into consideration the percentage of out-of-area patients for non-Controlled Substances. 6. Cash prescriptions: Analyze Pharmacy Customer Data or Dispensing Data to assess percentage of cash payments for purchases of Controlled Substances taking into consideration the percentage of cash payments for purchases of non-Controlled Substances. 7. Prescriber activity of Customers: Analyze Pharmacy Customer Data or Dispensing Data to identify Customers that are dispensing Highly Diverted Controlled Substance prescriptions for Top Prescribers as follows: AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-11 a) Top Prescribers representing a significant volume of dispensing where the prescriber’s practice location is in excess of 50 miles from the pharmacy (“out-of-area”), relative to the percentage of out-of-area prescriptions for non-Controlled Substances. b) Top Prescribers representing prescriptions for the same Highly Diverted Controlled Substances in the same quantities and dosage forms indicative of pattern prescribing (e.g., a prescriber providing many patients with the same high-dose, high-quantity supply of 30mg oxycodone HCL prescription without attention to the varying medical needs of the prescriber’s patient population). c) Top Prescribers where the top five (5) or fewer prescribers represent more than fifty percent (50%) of total prescriptions for Highly Diverted Controlled Substances during a specified period. 8. Public regulatory actions against Customers: Review information retrieved from companies that provide licensing and disciplinary history records (e.g., LexisNexis), and/or other public sources, including governmental entities, showing that the Customer, pharmacists working for that Customer, or the Customer’s Top Prescribers have been subject, in the last five (5) years, to professional disciplinary sanctions regarding the dispensing or handling of Controlled Substances or law enforcement action related to Controlled Substances diversion. Continued licensing by a relevant state agency may be considered, but shall not be dispositive, in resolving the Red Flag. For Chain Customer locations, representations from each Chain Customer that it reviews its pharmacists’ licensing statuses annually and for the regulatory actions described in this paragraph has either (i) taken appropriate employment action, or (ii) disclosed the regulatory action to the Injunctive Relief Distributor, may be considered in resolving the Red Flag. 9. Customer termination data: Review information from the Injunctive Relief Distributor’s due diligence files and, when operable, from the Clearinghouse, subject to Section VIII.F, regarding Customers that have been terminated from ordering Controlled Substances by another distributor due to concerns regarding Controlled Substances. E. For any Red Flag evaluation in Section VIII.D that may be performed using Pharmacy Customer Data or Dispensing Data, an Injunctive Relief Distributor will analyze the Red Flag using Pharmacy Customer Data, to the extent feasible based on the functionality of a Customer’s pharmacy management system, until Dispensing Data is collected and analyzed by the Clearinghouse as described in Section XVII. Until Dispensing Data is collected and analyzed by the Clearinghouse, an Injunctive Relief Distributor may satisfy the Red Flag evaluations in Sections VIII.D.5 through VIII.D.7 by engaging in considerations of out-of-area patients, cash payments for prescriptions and Top Prescribers AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-12 without satisfying the specific requirements of Sections VIII.D.5 through VIII.D.7. In the event that the Clearinghouse is not collecting and analyzing Dispensing Data within two years of the Effective Date, the Injunctive Relief Distributors and the State Compliance Review Committee shall meet and confer to consider alternatives for the performance of the analysis required by Sections VIII.D.5 through VIII.D.7 using Pharmacy Customer Data. F. As provided for in Section XVII.C.4, the foregoing Red Flag evaluations may be performed by the Clearinghouse and reported to the relevant Injunctive Relief Distributors. G. The Injunctive Relief Distributors and the State Compliance Review Committee shall work in good faith to identify additional potential Red Flags that can be derived from the data analytics to be performed by the Clearinghouse. IX. ONBOARDING A. For each Injunctive Relief Distributor, prior to initiating the sale of Controlled Substances to a potential Customer, a member of the Injunctive Relief Distributor’s CSMP department (or a qualified third-party compliance consultant trained on the Injunctive Relief Distributor’s CSMP) shall perform the following due diligence: 1. Interview the pharmacist-in-charge, either over the telephone, via videoconference, or in person. The interview shall include questions regarding the manner in which the potential Customer maintains effective controls against the potential diversion of Controlled Substances. 2. Obtain a “Pharmacy Questionnaire” completed by the owner and/or pharmacist-in-charge of the potential Customer. The Pharmacy Questionnaire shall require going-concern potential Customers to list their top ten (10) prescribers for Highly Diverted Controlled Substances combined, along with the prescriber’s specialty, unless the Injunctive Relief Distributor is able to obtain this data otherwise. The Pharmacy Questionnaire shall also require disclosure of the identity of all other distributors that serve the potential Customer, and whether the potential Customer has been terminated or suspended from ordering Controlled Substances by another distributor and the reason for any termination or suspension. The Pharmacy Questionnaire shall request information that would allow the Injunctive Relief Distributor to identify Red Flags, including questions regarding the manner in which the potential Customer maintains effective controls against the potential diversion of Controlled Substances. A potential Customer’s responses to the Pharmacy Questionnaire shall be verified, to the extent applicable and practicable, against external sources (for example, the Clearinghouse, once operational, and Automation of Reports and Consolidated Orders System (“ARCOS”) data made available to the Injunctive Relief Distributor by the AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-13 DEA). The Pharmacy Questionnaire shall be maintained by the Injunctive Relief Distributor in a database accessible to its CSMP personnel. 3. Complete a written onboarding report to be maintained in a database accessible to the Injunctive Relief Distributor’s CSMP personnel reflecting the findings of the interview and any site visit, the findings regarding the identification of and, if applicable, conclusion concerning any Red Flag associated with the pharmacy, as well as an analysis of the Pharmacy Questionnaire referenced in the preceding paragraph. 4. For going-concern potential Customers, review Pharmacy Customer Data to assist with the identification of any Red Flags. 5. Document whether the potential Customer or the pharmacist-in-charge has been subject to any professional disciplinary sanctions or law enforcement activity related to Controlled Substances dispensing, and, if so, the basis for that action. For Chain Customers, this provision shall apply to the potential specific pharmacies in question. B. For Chain Customers, each Injunctive Relief Distributor may obtain the information in Section IX.A from a corporate representative of the Chain Customer. C. In the event that an Injunctive Relief Distributor identifies one or more unresolved Red Flags or other information indicative of potential diversion of Controlled Substances through the onboarding process or otherwise, the Injunctive Relief Distributor shall refrain from selling Controlled Substances to the potential Customer pending additional due diligence. If following additional due diligence, the Injunctive Relief Distributor is unable to resolve the Red Flags or other information indicative of diversion, the Injunctive Relief Distributor shall not initiate the sale of Controlled Substances to the potential Customer and shall report the potential Customer consistent with Section XIV. If the Injunctive Relief Distributor determines that the potential Customer may be onboarded for the sale of Controlled Substances, the Injunctive Relief Distributor shall document the decision and the bases for its decision. Such a good faith determination, if documented, shall not serve, without more, as the basis of a future claim of non- compliance with the Injunctive Relief Terms. For Chain Customers, these provisions shall apply to the potential specific pharmacies in question. X. ONGOING DUE DILIGENCE A. Each Injunctive Relief Distributor shall periodically review its procedures and systems for detecting patterns or trends in Customer order data or other information used to evaluate whether a Customer is maintaining effective controls against diversion. B. Each Injunctive Relief Distributor shall conduct periodic proactive compliance reviews of its Customers’ performance in satisfying their corresponding AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-14 responsibilities to maintain effective controls against the diversion of Controlled Substances. C. Each Injunctive Relief Distributor shall review ARCOS data made available to it by the DEA and, once operational, by the Clearinghouse, to assist with Customer specific due diligence. For Chain Customers, this provision shall apply to the potential specific pharmacies in question. D. Each Injunctive Relief Distributor shall conduct due diligence as set forth in its CSMP policies and procedures in response to concerns of potential diversion of Controlled Substances at its Customers. For Chain Customers, these provisions shall apply to the specific pharmacies in question. The due diligence required by an Injunctive Relief Distributor’s CSMP policies and procedures may depend on the information or events at issue. The information or events raising concerns of potential diversion of Controlled Substances at a Customer include but are not limited to: 1. The discovery of one or more unresolved Red Flags; 2. The receipt of information directly from law enforcement or regulators concerning potential diversion of Controlled Substances at or by a Customer; 3. The receipt of information concerning the suspension or revocation of pharmacist’s DEA registration or state license related to potential diversion of Controlled Substances; 4. The receipt of reliable information through the hotline established in Section V.E concerning suspected diversion of Controlled Substances at the Customer; 5. The receipt of reliable information from another distributor concerning suspected diversion of Controlled Substances at the Customer; or 6. Receipt of other reliable information that the Customer is engaged in conduct indicative of diversion or is failing to adhere to its corresponding responsibility to prevent the diversion of Highly Diverted Controlled Substances. E. On an annual basis, each Injunctive Relief Distributor shall obtain updated pharmacy questionnaires from five hundred (500) Customers to include the following: 1. The top 250 Customers by combined volume of Highly Diverted Controlled Substances purchased from the Injunctive Relief Distributor measured as of the end of the relevant calendar year; and AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-15 2. Additional Customers selected as a representative sample of various geographic regions, customer types (Independent Retail Pharmacy Customers and Chain Customers), and distribution centers. Each Injunctive Relief Distributor’s Chief Diversion Control Officer shall develop risk-based criteria for the sample selection. F. Scope of Review 1. For reviews triggered by Section X.D, an Injunctive Relief Distributor shall conduct due diligence and obtain updated Pharmacy Customer Data or equivalent, or more comprehensive data from the Clearinghouse if needed, as set forth in its CSMP policies and procedures. 2. For questionnaires collected pursuant to Section X.E, Injunctive Relief Distributors shall conduct a due diligence review consistent with the Injunctive Relief Distributors’ CSMP policies and procedures. These annual diligence reviews shall be performed in addition to any of the diligence reviews performed under Section X.D, but may reasonably rely on reviews performed under Section X.D. 3. If the Injunctive Relief Distributor decides to terminate the Customer due to concerns regarding potential diversion of Controlled Substances, the Injunctive Relief Distributor shall promptly cease the sale of Controlled Substances to the Customer and report the Customer consistent with Section XIV. If the Injunctive Relief Distributor decides not to terminate the Customer, the Injunctive Relief Distributor shall document that determination and the basis therefor. Such a good faith determination, if documented, shall not, without more, serve as the basis of a future claim of non-compliance with the Injunctive Relief Terms. XI. SITE VISITS A. Each Injunctive Relief Distributor shall conduct site visits, including unannounced site visits, where appropriate, of Customers, as necessary, as part of Customer due diligence. B. During site visits, an Injunctive Relief Distributor’s CSMP personnel or qualified third-party compliance consultants shall interview the pharmacist-in-charge or other relevant Customer employees, if appropriate, about any potential Red Flags and the Customer’s maintenance of effective controls against the potential diversion of Controlled Substances. C. An Injunctive Relief Distributor’s CSMP personnel or qualified third-party compliance consultants who conduct site visits shall document the findings of any site visit. D. Site visit and all other compliance reports shall be maintained by each Injunctive Relief Distributor in a database accessible to all CSMP personnel. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-16 XII. THRESHOLDS A. Each Injunctive Relief Distributor shall use Thresholds to identify potentially Suspicious Orders of Controlled Substances from Customers. B. Each Injunctive Relief Distributor’s CSMP department shall be responsible for the oversight of the process for establishing and modifying Thresholds. The sales departments of the Injunctive Relief Distributors shall not have the authority to establish or adjust Thresholds for any Customer or participate in any decisions regarding establishment or adjustment of Thresholds. C. Injunctive Relief Distributors shall not provide Customers specific information about their Thresholds or how their Thresholds are calculated. 1. Threshold Setting a) Injunctive Relief Distributors shall primarily use model-based thresholds. For certain circumstances, Injunctive Relief Distributors may apply a non-model threshold based on documented customer diligence and analysis. b) Each Injunctive Relief Distributor shall include in its Annual Threshold Analysis and Assessment Report (as required by Section XVIII.F.3.c) to the Monitor summary statistics regarding the use of non-model thresholds and such information shall be considered by the Monitor as part of its Threshold Setting Process Review in the annual Audit Report. c) For the purposes of establishing and maintaining Thresholds, each Injunctive Relief Distributor shall take into account the Controlled Substances diversion risk of each drug base code. The diversion risk of each base code should be defined and reassessed annually by the Injunctive Relief Distributor’s CSMP Committee and reviewed by the Monitor. d) Each Injunctive Relief Distributor shall establish Thresholds for new Customers prior to supplying those Customers with Controlled Substances and shall continue to have Thresholds in place at all times for each Customer to which it supplies Controlled Substances. e) When ordering volume from other distributors becomes readily available from the Clearinghouse, an Injunctive Relief Distributor shall consider including such information as soon as reasonably practicable in establishing and maintaining Thresholds. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-17 f) Each Injunctive Relief Distributor shall incorporate the following guiding principles in establishing and maintaining Customer Thresholds, except when inapplicable to non-model Thresholds: (1) Thresholds shall take into account the number of non- Controlled Substance dosage units distributed to, dispensed and/or number of prescriptions dispensed by the Customer to assist with the determination of Customer size. As a general matter, smaller customers should have lower Thresholds than larger customers. (2) For the purposes of establishing and maintaining Thresholds, Injunctive Relief Distributors shall use statistical models that are appropriate to the underlying data. (3) For the purposes of establishing and maintaining Thresholds, Injunctive Relief Distributors shall take into account a Customer’s ordering and/or dispensing history for a specified period of time. (4) For the purposes of establishing and maintaining Thresholds, Injunctive Relief Distributors shall take into account the ordering history of Customers within similar geographic regions, or, where appropriate for Chain Customers, ordering history within the chain. (5) If appropriate, Thresholds may take into account the characteristics of Customers with similar business models. (a) A Customer’s statement that it employs a particular business model must be verified, to the extent practicable, before that business model is taken into account in establishing and maintaining a Customer’s Threshold. 2. Threshold Auditing a) The Injunctive Relief Distributors shall review their respective Customer Thresholds at least on an annual basis and modify them where appropriate. b) Each Injunctive Relief Distributor’s CSMP department shall annually evaluate its Threshold setting methodology and processes and its CSMP personnel’s performance in adhering to those policies. 3. Threshold Changes AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-18 a) An Injunctive Relief Distributor may increase or decrease a Customer Threshold as set forth in its CSMP policies and procedures, subject to Sections XII.C.3.b through XII.C.3.e. b) Prior to approving any Threshold change request by a Customer, each Injunctive Relief Distributor shall conduct due diligence to determine whether an increase to the Threshold is warranted. This due diligence shall include obtaining from the Customer the basis for the Threshold change request, obtaining and reviewing Dispensing Data and/or Pharmacy Customer Data for the previous three (3) months for due diligence purposes, and, as needed, conducting an on-site visit to the Customer. This Threshold change request diligence shall be conducted by the Injunctive Relief Distributor’s CSMP personnel. c) No Injunctive Relief Distributor shall proactively contact a Customer to suggest that the Customer request an increase to any of its Thresholds, to inform the Customer that its Orders-to-date are approaching its Thresholds or to recommend to the Customer the amount of a requested Threshold increase. It shall not be a violation of this paragraph to provide Chain Customer headquarters reporting on one or more individual Chain Customer pharmacy location(s) to support the anti-diversion efforts of the Chain Customer’s headquarters staff, and it shall not be a violation of this paragraph for the Injunctive Relief Distributor’s CSMP personnel to contact Customers to seek to understand a Customer’s ordering patterns. d) An Injunctive Relief Distributor’s Chief Diversion Control Officer may approve criteria for potential adjustments to Customer Thresholds to account for circumstances where the Thresholds produced by the ordinary operation of the statistical models require modification. Such circumstances include adjustments to account for seasonal ordering of certain Controlled Substances that are based on documented diligence and analysis, adjustments made to permit ordering of certain Controlled Substances during a declared national or state emergency (e.g., COVID-19 pandemic), IT errors, and data anomalies causing results that are inconsistent with the design of the statistical models. Each Injunctive Relief Distributor shall include in its Annual Threshold Analysis and Assessment Report (as required by Section XVIII.F.3.c) to the Monitor information regarding the use of this paragraph and such information shall be considered by the Monitor as part of its Threshold Setting Process Review in the annual Audit Report. e) Any decision to raise a Customer’s Threshold in response to a request by a Customer to adjust its Threshold must be documented AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-19 in a writing and state the reason(s) for the change. The decision must be consistent with the Injunctive Relief Distributor’s CSMP and documented appropriately. XIII. SUSPICIOUS ORDER REPORTING AND NON-SHIPMENT A. Each Injunctive Relief Distributor shall report Suspicious Orders to the Settling States (“Suspicious Order Reports” or “SORs”), including those Settling States that do not currently require such SORs, at the election of the Settling State. B. For the SORs required by the Injunctive Relief Terms, each Injunctive Relief Distributor shall report Orders that exceed a Threshold for Controlled Substances set pursuant to the processes in Section XII that are blocked and not shipped. C. No Injunctive Relief Distributor shall ship any Order that it (i) reports pursuant to Sections XIII.A or XIII.B, or (ii) would have been required to report pursuant to Sections XIII.A or XIII.B had the Settling State elected to receive SORs. D. In reporting Suspicious Orders to the Settling States, the Injunctive Relief Distributors shall file SORs in a standardized electronic format that is uniform among the Settling States and contains the following information fields: 1. Customer name; 2. Customer address; 3. DEA registration number; 4. State pharmacy license number; 5. Date of order; 6. NDC number; 7. Quantity; 8. Explanation for why the order is suspicious (up to 250 characters): Details that are order-specific regarding why an order was flagged as a Suspicious Order, including specific criteria used by an Injunctive Relief Distributor’s Threshold system (except phrases such as “order is of unusual size” without any additional detail are not acceptable); and 9. Name and contact information for a knowledgeable designee within the Injunctive Relief Distributor’s CSMP department to be a point of contact for the SORs. E. On a quarterly basis, each Injunctive Relief Distributor shall provide a summary report to the Settling States that elect to receive it that provides the following AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-20 information for the relevant quarter with respect to the top ten (10) Customers by volume for each Highly Diverted Controlled Substance base code that have placed a Suspicious Order for that base code, in that quarter (for Chain Customers, only individual pharmacies in the chain will considered for evaluation as a top ten (10) Customer): 1. The number of SORs submitted for that Customer by base code; 2. The Customer’s order volume by base code for the quarter for all Highly Diverted Controlled Substances; 3. The Customer’s order frequency by base code for the quarter for all Highly Diverted Controlled Substances; 4. For each Highly Diverted Controlled Substance base code, the ratio of the Customer’s order volume for that base code to the volume of all pharmaceutical orders for the quarter; and 5. The ratio of the Customer’s order volume of all Controlled Substances to the volume of all pharmaceutical orders for the quarter. F. The Injunctive Relief Distributors shall only be required to file a single, uniform, electronic form of SOR with any Settling State that receives SORs pursuant to these Injunctive Relief Terms. A Settling State retains the authority pursuant to applicable state law or relevant state agency authority to request additional information about a particular SOR. G. It is the objective of the Settling States and the Injunctive Relief Distributors for the Injunctive Relief Distributors to provide SORs to Settling States that identify the same Suspicious Orders as reported to the DEA pursuant to the definition and requirements of the federal Controlled Substances Act and its regulations, although the fields of the SORs submitted to the Settling States as required by Section XIII may differ from the content required by the DEA. To the extent federal definitions and requirements materially change during the term of the Injunctive Relief Terms, the Injunctive Relief Distributors may be required to adjust the format and content of the SORs to meet these federal requirements. The Injunctive Relief Distributors and the State Compliance Review Committee will engage in good faith discussions regarding such adjustments. H. It shall not be a violation of the Injunctive Relief Terms if an Injunctive Relief Distributor ships a Suspicious Order or fails to submit or transmit a SOR if: 1. The shipment of the Suspicious Order or failed SOR transmission was due to a computer error (data entry mistakes, coding errors, computer logic issues, software malfunctions, and other computer errors or IT failures); and AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-21 2. The Injunctive Relief Distributor reports the error, including a description of measures that will be taken to prevent recurrence of the error, to any affected Settling State, the State Compliance Review Committee, and the Monitor within five (5) business days of its discovery. XIV. TERMINATED CUSTOMERS A. Each Injunctive Relief Distributor shall report to the Clearinghouse, once operational, within five (5) business days (or as otherwise required by state statute or regulation), Customers it has terminated from eligibility to receive Controlled Substances or refused to onboard for the sale of Controlled Substances due to concerns regarding the Customer’s ability to provide effective controls against the potential diversion of Controlled Substances following the Effective Date. B. The Injunctive Relief Distributors shall report to the relevant Settling State(s), within five (5) business days (or as otherwise required by state statute or regulation) Customers located in such Settling States that it has terminated from eligibility to receive Controlled Substances or refused to onboard for the sale of Controlled Substances due to concerns regarding the Customer’s ability to provide effective controls against the potential diversion of Controlled Substances following the Effective Date. Such reports will be made in a uniform format. The Injunctive Relief Distributors and the State Compliance Review Committee shall use best efforts to agree on such uniform format for inclusion prior to the requirement taking effect. C. In determining whether a Customer should be terminated from eligibility to receive Controlled Substances, Injunctive Relief Distributors shall apply factors set out in their CSMP policies and procedures, which shall include the following conduct by a Customer: 1. Has generated an excessive number of Suspicious Orders, which cannot otherwise be explained; 2. Has routinely demonstrated unresolved Red Flag activity; 3. Has continued to fill prescriptions for Highly Diverted Controlled Substances that raise Red Flags following an Injunctive Relief Distributor’s warning or communication about such practices; 4. Has failed to provide Pharmacy Customer Data or Dispensing Data in response to a request from an Injunctive Relief Distributor or otherwise refuses to cooperate with the Injunctive Relief Distributor’s CSMP after providing the Customer with a reasonable amount of time to respond to the Injunctive Relief Distributor’s requests; 5. Has been found to have made material omissions or false statements on a Pharmacy Questionnaire (the requirements for the contents of a Pharmacy Questionnaire are described in Section IX); or AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-22 6. Has been the subject of discipline by a State Board of Pharmacy within the past three (3) years or has had its owner(s) or pharmacist-in-charge subject to license probation or termination within the past five (5) years by a State Board of Pharmacy for matters related to Controlled Substances dispensing or a federal or state felony conviction. D. Once the Clearinghouse has made Customer termination data available to each Injunctive Relief Distributor, each Injunctive Relief Distributor shall consider terminating Customers that have been terminated from eligibility to receive Controlled Substances by another distributor as a result of suspected diversion of Controlled Substances if the Customer is ordering only Controlled Substances from the Injunctive Relief Distributor. If the Injunctive Relief Distributor determines not to terminate Customers to which this paragraph applies, the Injunctive Relief Distributor shall document its decision-making. A good-faith decision to continue shipping Controlled Substances to Customers to which this paragraph applies, shall not serve, without more, as the basis of a future claim of non-compliance with the Injunctive Relief Terms. E. For Chain Customers, the provisions in Section XIV.A-D shall apply to the specific pharmacies in question. XV. EMERGENCIES A. In the circumstances of declared national or state emergencies in which the healthcare community relies on the Injunctive Relief Distributors for critical medicines, medical supplies, products, and services, the Injunctive Relief Distributors may be required to temporarily modify their respective CSMP processes to meet the critical needs of the supply chain. These modifications may conflict with the requirements of the Injunctive Relief Terms. B. In the case of a declared national or state emergency, the Injunctive Relief Distributors shall be required to give notice to the State Compliance Review Committee of any temporary material changes to their CSMP processes which may conflict with the requirements of the Injunctive Relief Terms and specify the sections of the Injunctive Relief Terms which will be affected by the temporary change. C. The Injunctive Relief Distributors shall document all temporary changes to their CSMP processes and appropriately document all customer-specific actions taken as a result of the declared national or state emergency. D. The Injunctive Relief Distributors shall provide notice to the State Compliance Review Committee at the conclusion of the declared national or state emergency, or sooner, stating that the temporary CSMP processes put into place have been suspended. E. Provided the Injunctive Relief Distributors comply with the provisions of Sections XV.A through XV.D, the Injunctive Relief Distributors will not face liability for AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-23 any deviations from the requirements of the Injunctive Relief Terms taken in good faith to meet the critical needs of the supply chain in response to the declared national or state emergency. Nothing herein shall limit Settling States from pursuing claims against the Injunctive Relief Distributors based on deviations from the requirements of the Injunctive Relief Terms not taken in good faith to meet the critical needs of the supply chain in response to a declared national or state emergency. XVI. COMPLIANCE WITH LAWS AND RECORDKEEPING A. The Injunctive Relief Distributors acknowledge and agree that they must comply with applicable state and federal laws governing the distribution of Controlled Substances. B. Good faith compliance with the Injunctive Relief Terms creates a presumption that the Injunctive Relief Distributors are acting reasonably and in the public interest with respect to Settling States’ existing laws requiring effective controls against diversion of Controlled Substances and with respect to the identification, reporting, and blocking of Suspicious Orders of Controlled Substances. C. The requirements of the Injunctive Relief Terms are in addition to, and not in lieu of, any other requirements of state or federal law applicable to Controlled Substances distribution. Except as provided in Section XVI.D, nothing in the Injunctive Relief Terms shall be construed as relieving Injunctive Relief Distributors of the obligation to comply with such laws, regulations, or rules. No provision of the Injunctive Relief Terms shall be deemed as permission for Injunctive Relief Distributors to engage in any acts or practices prohibited by such laws, regulations, or rules. D. In the event of a conflict between the requirements of the Injunctive Relief Terms and any other law, regulation, or requirement such that an Injunctive Relief Distributor cannot comply with the law without violating the Injunctive Relief Terms or being subject to adverse action, including fines and penalties, the Injunctive Relief Distributor shall document such conflicts and notify the State Compliance Review Committee and any affected Settling State the extent to which it will comply with the Injunctive Relief Terms in order to eliminate the conflict within thirty (30) days of the Injunctive Relief Distributor’s discovery of the conflict. The Injunctive Relief Distributor shall comply with the Injunctive Relief Terms to the fullest extent possible without violating the law. E. In the event of a change or modification of federal or state law governing the distribution of Controlled Substances that creates an actual or potential conflict with the Injunctive Relief Terms, any Injunctive Relief Distributor, any affected Settling State, or the State Compliance Review Committee may request that the Injunctive Relief Distributors, State Compliance Review Committee, and any affected Settling State meet and confer regarding the law change. During the meet and confer, the Injunctive Relief Distributors, the State Compliance Review AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-24 Committee, and any affected Settling State will address whether the change or modification in federal or state law requires an amendment to the Injunctive Relief Terms. In the event the Injunctive Relief Distributors, the State Compliance Review Committee, and any affected Settling State cannot agree on a resolution, and the dispute relates to whether the generally applicable Injunctive Relief Terms herein should be changed, an Injunctive Relief Distributor, the State Compliance Review Committee, or any affected Settling State may submit the question to the National Arbitration Panel. If the dispute relates to whether a change in an individual State’s law requires a modification of the Injunctive Relief Terms only with respect to that State, an Injunctive Relief Distributor, the State Compliance Review Committee, or any affected Settling State may seek resolution of the dispute pursuant to Section XIX. Maintenance of competition in the industry and the potential burden of inconsistent obligations by Injunctive Relief Distributors shall be a relevant consideration in such resolution. F. Recordkeeping: Each Injunctive Relief Distributor shall retain records it is required to create pursuant to its obligations hereunder in an electronic or otherwise readily accessible format. The Settling States shall have the right to review records provided to the Monitor pursuant to Section XVIII. Nothing in the Injunctive Relief Terms prohibits a Settling State from issuing a lawful subpoena for records pursuant to an applicable law. XVII. CLEARINGHOUSE A. Creation of the Clearinghouse 1. The Clearinghouse functions shall be undertaken by a third-party vendor or vendors. 2. The vendor(s) will be chosen through a process developed and jointly agreed upon by the Injunctive Relief Distributors and the State Compliance Review Committee. 3. Consistent with the process developed by the Injunctive Relief Distributors and the State Compliance Review Committee, within two (2) months of the Effective Date, the Injunctive Relief Distributors shall issue a Request for Proposal to develop the systems and capabilities for a Clearinghouse to perform the services of a data aggregator. 4. Within five (5) months of the Effective Date, the Clearinghouse Advisory Panel shall select one or more entities to develop the systems for the Clearinghouse and perform data aggregator services. The Clearinghouse Advisory Panel shall select a vendor or vendors that employ or retain personnel who have adequate expertise and experience related to the pharmaceutical industry, the distribution of Controlled Substances, and the applicable requirements of the Controlled Substances Act and the DEA’s implementing regulations. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-25 5. Within sixty (60) days of the selection of a vendor(s) to serve as the Clearinghouse, the Injunctive Relief Distributors shall negotiate and finalize a contract with the vendor(s). The date that the contract is signed by the Injunctive Relief Distributors and the vendor(s) shall be referred to as the “Clearinghouse Retention Date.” 6. The development of the Clearinghouse shall proceed on a phased approach as discussed in Sections XVII.C and XVII.D. B. Governance and Staffing of the Clearinghouse 1. Capabilities. The selected vendor or vendors shall staff the Clearinghouse in a manner that ensures the development of robust data collection, analytics and reporting capabilities for the Settling States and Injunctive Relief Distributors. To the extent additional expertise is required for the engagement, the vendor(s) may retain the services of third-party consultants. 2. Independence. While performing services for the Clearinghouse, all vendors and consultants, and their staff working on the Clearinghouse, shall be independent (i.e., not perform services of any kind, including as a consultant or an employee on behalf of any Injunctive Relief Distributor outside of the ordinary business operations of the Clearinghouse). Independence may be achieved by implementing appropriate ethical walls with employees who are currently performing or who have previously performed work for an Injunctive Relief Distributor within two years of the Clearinghouse Retention Date. 3. Liability. The Injunctive Relief Distributors are entitled to rely upon information or data received from the Clearinghouse, whether in oral, written, or other form. No Injunctive Relief Distributor, and no individual serving on the Clearinghouse Advisory Panel, shall have any liability (whether direct or indirect, in contract or tort or otherwise) to any Party for or in connection with any action taken or not taken by the Clearinghouse. In addition, no Injunctive Relief Distributor, and no individual serving on the Clearinghouse Advisory Panel, shall have any liability (whether direct or indirect, in contract or tort or otherwise) to any Party for or in connection with any action taken or not taken by an Injunctive Relief Distributor based on incorrect, inaccurate, incomplete or otherwise erroneous information or data provided by the Clearinghouse, unless the information or data was incorrect, inaccurate, incomplete or otherwise erroneous because the Injunctive Relief Distributor itself provided incorrect, inaccurate, incomplete or otherwise erroneous data or information to the Clearinghouse. For any legal requirements that are assumed by the Clearinghouse during Phase 2-B pursuant to Section XVII.D.3, liability shall be addressed pursuant to Section XVII.D.3.c. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-26 4. Clearinghouse Advisory Panel. The State Compliance Review Committee and Injunctive Relief Distributors shall create a Clearinghouse Advisory Panel no later than sixty (60) days after the Effective Date to oversee the Clearinghouse. a) The Clearinghouse Advisory Panel shall have an equal number of members chosen by the State Compliance Review Committee on the one hand, and the Injunctive Relief Distributors on the other. The size of the Clearinghouse Advisory Panel will be decided by the State Compliance Review Committee and the Injunctive Relief Distributors, and the State Compliance Review Committee and the Injunctive Relief Distributors may select as members third-party experts, but no more than one half of each side’s representatives may be such third-party experts. At least one member chosen by the State Compliance Review Committee will be based on consultation with the National Association of State Controlled Substances Authorities. b) During the first two years of the operation of the Clearinghouse, the Clearinghouse Advisory Panel shall meet (in-person or remotely) at least once per month. After the first two years of operation, the Clearinghouse Advisory Panel shall meet at least quarterly. The Monitor may attend Clearinghouse Advisory Panel meetings and may provide recommendations to the Clearinghouse Advisory Panel. c) The Clearinghouse Advisory Panel shall establish a subcommittee to advise on issues related to privacy, the Health Insurance Portability and Accountability Act of 1996 (“HIPAA”), and data security and a subcommittee to advise on issues related to Dispensing Data. It may establish additional subcommittees. Subcommittees may include individuals who are not members of the Clearinghouse Advisory Panel. The Clearinghouse Advisory Panel may invite one or more prescribers, dispensers, and representatives from state Prescription Drug Monitoring Programs (“PDMP”) to serve on the Dispensing Data subcommittee. Each Injunctive Relief Distributor shall have a representative on each subcommittee created by the Clearinghouse Advisory Panel. d) The Clearinghouse Advisory Panel may delegate tasks assigned to it by the Injunctive Relief Terms to the Executive Director. 5. Executive Director. One employee of the vendor, or one representative from the vendor group in the event that there are multiple vendors, shall be an Executive Director who shall manage day-to-day operations and report periodically to the Clearinghouse Advisory Panel. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-27 C. Phase 1 of the Clearinghouse: Data Collection, Initial Analytics and Reporting 1. System Development a) Within one (1) year of the Clearinghouse Retention Date, the Clearinghouse shall develop systems to receive and analyze data obtained from the Injunctive Relief Distributors pursuant to electronic transmission formats to be agreed upon by the Clearinghouse Advisory Panel. b) In developing such systems, the Clearinghouse shall ensure that: (1) The systems provide robust reporting and analytic capabilities. (2) Data obtained from Injunctive Relief Distributors shall be automatically pulled from the existing order management data platforms (e.g., SAP). (3) The systems shall be designed to receive data from sources other than the Injunctive Relief Distributors, including pharmacies, non-Injunctive Relief Distributors, the DEA, State Boards of Pharmacy, and other relevant sources, pursuant to standardized electronic transmission formats. (4) The systems shall be designed to protect personally identifiable information (“PII”) and protected health information (“PHI”) from disclosure and shall comply with HIPAA and any federal and state laws relating to the protection of PII and PHI. (5) The Clearinghouse will establish a HIPAA-compliant database that can be accessed by state authorities, the Injunctive Relief Distributors, and any entities that subsequently participate in the Clearinghouse. The database that will be made available to the Injunctive Relief Distributors and any non-governmental entities that subsequently participate in the Clearinghouse will also blind commercially sensitive information. (6) State authorities shall have access to the HIPAA-compliant database via web-based tools and no additional or specialized equipment or software shall be required. This access shall allow state authorities to query the HIPAA- compliant database without limitation. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-28 (7) The Injunctive Relief Distributors shall be permitted to use data obtained from the Clearinghouse for anti-diversion purposes, including the uses expressly contemplated by the Injunctive Relief Terms. The Injunctive Relief Distributors shall not sell (or obtain license fees for) data obtained from Clearinghouse to any third-parties. Nothing in the Injunctive Relief Terms shall prohibit an Injunctive Relief Distributor from using its own data, including data provided to the Injunctive Relief Distributor by third- parties other than the Clearinghouse, for any commercial purposes, including selling or licensing its data to third- parties. 2. Aggregation of Data a) It is the goal of the Settling States and the Injunctive Relief Distributors for the Clearinghouse to obtain comprehensive data from all distributors, pharmacies, and other relevant data sources to provide maximum permissible transparency into the distribution and dispensing of Controlled Substances. During Phase 1, the Clearinghouse Advisory Panel shall develop recommendations for ways to achieve this goal. b) In Phase 1, the Injunctive Relief Distributors shall provide and/or facilitate the collection of, and the Clearinghouse shall collect and maintain, the following: (1) Injunctive Relief Distributor transaction data for Controlled Substances and non-Controlled Substances, specified at the NDC, date, quantity, and customer level. (2) Injunctive Relief Distributor information on Customers that have been terminated and/or declined onboarding due to concerns regarding Controlled Substance dispensing following the Effective Date. c) The Clearinghouse shall make available to the Injunctive Relief Distributors, in a format to be determined by the Clearinghouse Advisory Panel, blinded data for their CSMP due diligence functions. The data will include all Controlled Substances and non- Controlled Substances and be refreshed on a regular basis. The Clearinghouse will also seek to provide non-identifying information regarding whether a single distributor is associated with multiple warehouses with unique DEA registrations (e.g., multiple distribution centers operated by a single distributor), in the data it makes available. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-29 d) During Phase 1, the Clearinghouse Advisory Panel (with input from its Dispensing Data subcommittee) will develop an operational plan to obtain Dispensing Data directly from pharmacies, unless the Clearinghouse Advisory Panel determines it is inadvisable to do so. The operational plan developed by the Clearinghouse Advisory Panel shall address compliance with HIPAA and shall include recommendations to facilitate the collection of Dispensing Data in compliance with HIPAA and relevant state privacy laws. To the extent possible, the Clearinghouse will begin collecting Dispensing Data during Phase 1. e) Nothing in the Injunctive Relief Terms shall require the Injunctive Relief Distributors to indemnify or otherwise be responsible to pharmacy customers for any claims resulting from the provision of Dispensing Data to the Clearinghouse, including, but not limited to, claims related to any data breaches occurring with the data transmitted to or maintained by the Clearinghouse. 3. State and Federal Reporting Requirements a) The Injunctive Relief Distributors shall comply with state and federal transactional and Suspicious Order reporting requirements related to Controlled Substances as follows: (1) Until such time as the Clearinghouse is able to provide transactional and Suspicious Order regulatory reporting to the states on behalf of the Injunctive Relief Distributors, the Injunctive Relief Distributors shall continue to file all required reports under state law and those reports required by these Injunctive Relief Terms. (2) Once the Clearinghouse is able to process and submit such reports, the Clearinghouse may process and submit those reports on behalf of each Injunctive Relief Distributor to the states. At all times during Phase 1, each Injunctive Relief Distributor shall remain responsible for the identification of Suspicious Orders and will remain liable for a failure to submit transactional data or Suspicious Order reports required under state law or these Injunctive Relief Terms. (3) An Injunctive Relief Distributor may elect to fulfill its reporting obligations directly, rather than have the Clearinghouse assume the responsibility for the transmission of the various reports. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-30 4. Additional Reports and Analytics a) In consultation with the Clearinghouse Advisory Panel, the Clearinghouse shall work to develop additional reports and analyses to assist the Settling States and the Injunctive Relief Distributors in addressing Controlled Substance diversion, including, but not limited to, identifying Red Flags consistent with Section VIII. b) The Clearinghouse will generate analyses and reports to be used by the Settling States and the Injunctive Relief Distributors based on format and content recommended by the Clearinghouse Advisory Panel. In order to refine the format and reach final recommendations, the Clearinghouse shall prepare sample analytical reports for a sample geographic region to review with the Clearinghouse Advisory Panel. The sample reports will also be shared with the DEA in an effort to receive additional feedback. c) After the content and format of the sample reports have been approved by the Clearinghouse Advisory Panel, the Clearinghouse will begin producing reports on a periodic basis. d) The Clearinghouse will develop capabilities to provide Settling States customized reports upon reasonable request to assist in their efforts to combat the diversion of Controlled Substances and for other public health and regulatory purposes. e) After the Clearinghouse has obtained sufficient Dispensing Data from Customers, the Clearinghouse shall commence providing standard reports to the Settling States and Injunctive Relief Distributors that will include summaries and analysis of Dispensing Data. The reports and analytics of Dispensing Data shall be developed in consultation with the Clearinghouse Advisory Panel (including its Dispensing Data subcommittee) and shall include, but not be limited to: (1) Identification of Customers whose dispensing may indicate Red Flags consistent with Section VIII, as determined by the Clearinghouse from aggregate data; and (2) Identification of Customers whose aggregate dispensing volumes for Highly Diverted Controlled Substances are disproportionately high relative to the population of the relevant geographic area. f) The Clearinghouse shall also prepare reports and analyses for the Settling States and Injunctive Relief Distributors identifying prescribers whose prescribing behavior suggests they may not be AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-31 engaged in the legitimate practice of medicine. Such reports and analysis shall be developed in consultation with the Clearinghouse Advisory Panel (including its Dispensing Data subcommittee) and shall seek to identify and evaluate: (1) Prescribers who routinely prescribe large volumes of Highly Diverted Controlled Substances relative to other prescribers with similar specialties, including health care professionals who prescribe a large number of prescriptions for high dosage amounts of Highly Diverted Controlled Substances; (2) Prescribers whose prescriptions for Highly Diverted Controlled Substances are routinely and disproportionately filled in a geographic area that is unusual based on the prescriber’s location; and (3) Prescribers who routinely prescribe out-of-specialty or out- of-practice area without legitimate reason. g) Reports or analysis generated by the Clearinghouse may not be based on complete data due to a lack of participation by non- Injunctive Relief Distributors and pharmacies. As such, Injunctive Relief Distributors shall not be held responsible for actions or inactions related to reports and analysis prepared by the Clearinghouse which may be based on incomplete data due to a lack of participation by non-Injunctive Relief Distributors and pharmacies. D. Phase 2 of the Clearinghouse: Additional Data Collection and Analytics and Assumption of CSMP Functions Within one (1) year of Phase 1 of the Clearinghouse being operational, the Clearinghouse and the Clearinghouse Advisory Panel shall develop a detailed strategic and implementation plan for Phase 2 of the Clearinghouse (“Phase 2 Planning Report”). Phase 2 will consist of two parts. Phase 2-A will focus on increasing data collection from non-Injunctive Relief Distributors, pharmacies and other data sources and developing enhanced analytics based on the experiences gained from Phase 1. Phase 2-A will also include recommendations for the development of uniform federal and state reporting. Phase 2-B will involve the potential assumption of various CSMP activities, including Threshold setting and order management by the Clearinghouse. The Phase 2 Planning Report will address both Phase 2-A and Phase 2-B. After the completion of the Phase 2 Planning Report, individual Injunctive Relief Distributors, in their sole discretion, may elect not to proceed with Phase 2-B as provided by Section XVII.E. If one or more Injunctive Relief Distributors elect to proceed with Phase 2-B, the goal will be to have Phase 2-B fully operational within two (2) years of the Clearinghouse AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-32 Retention Date and no later than three (3) years of the Clearinghouse Retention Date. 1. Phase 2-A: Additional Data Collection and Analytics a) During Phase 2-A, the Clearinghouse will continue the functions defined in Phase 1 and work to expand the scope of its data collection and enhance its analytics and reporting capabilities including the following: (1) Integration of data from additional sources, including: (a) Transaction data from other distributors, including manufacturers that distribute directly to retail pharmacies and pharmacies that self-warehouse; and (b) Where possible, state PDMP data and other data, including, but not limited to, State Board of Medicine and Board of Pharmacy sanctions, and agreed-upon industry data. If state PDMP data is effectively duplicative of Dispensing Data already obtained in Phase 1, it will not be necessary for the Clearinghouse to obtain state PDMP data. (2) Development of additional metrics analyzing the data available from the additional data sources (PDMP, other pharmacy data, sanction authorities, and third-party volume projections). (3) Development of real-time or near real-time access to distribution data, dispensing data and other data sources. (4) Refinement of methodologies for analyzing Dispensing Data to identify suspicious prescribers. (5) Development of additional capabilities to provide Settling States, the Injunctive Relief Distributors and potentially the DEA customized reporting from the Clearinghouse upon reasonable request. 2. Phase 2-A: Uniform Required Reporting a) The Clearinghouse and the Clearinghouse Advisory Panel shall develop uniform reporting recommendations for potential implementation by state regulators in order to allow the Injunctive Relief Distributors to satisfy their obligations under the Injunctive AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-33 Relief Terms and state and federal laws in a uniform and consistent manner. b) It is a goal of the Settling States and the Injunctive Relief Distributors to: (1) Streamline and simplify required reporting which will benefit the Injunctive Relief Distributors and the Settling States, as well as the DEA; (2) Develop uniform transactional and Suspicious Order reporting requirements; and (3) Provide for the submission of uniform Suspicious Order reports. 3. Phase 2-B: Clearinghouse Assumption of CSMP Functions a) With respect to Phase 2-B, the Phase 2 Planning Report shall address: (1) Engagement with stakeholders, including the DEA, to develop the system of Threshold setting and Suspicious Order reporting to potentially be provided by the Clearinghouse; (2) Development of technology and rules, including any proposed changes to federal law or regulations; (3) Development of models for the identification of Suspicious Orders and setting universal Thresholds in a manner consistent with Section XII. These models shall include active order management and order fulfillment protocols to ensure that orders are compared to relevant Thresholds by the Clearinghouse before shipment instructions are provided by the Clearinghouse to the Injunctive Relief Distributors. The models shall also include the identification of Suspicious Orders when they are placed by Customers, which will be held before shipment or blocked based on instructions provided by the Clearinghouse to the Injunctive Relief Distributors. (4) Development of criteria governing distribution to Customers that have placed one or more Orders that exceed a Threshold; AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-34 (5) Development of rules for allocating Orders placed by Customers that have more than one Distributor if one or more Orders exceed a Threshold; (6) Development of a pilot project for a sample geographic region to perform data analysis to test the models for Threshold setting and the identification of Suspicious Orders. b) Following implementation of Phase 2-B, the Injunctive Relief Distributors participating in Phase 2-B and the State Compliance Review Committee shall meet and confer with respect to whether to expand the scope of the Clearinghouse to cover additional anti- diversion functions, such as the performance of due diligence. c) CSMP functions that have been assumed by the Clearinghouse during Phase 2-B will no longer be performed by participating Injunctive Relief Distributors individually through their CSMPs. CSMP functions performed by the Clearinghouse will assist participating Injunctive Relief Distributors to satisfy the applicable legal obligations of those Injunctive Relief Distributors. The Clearinghouse’s performance of CSMP functions will not relieve participating Injunctive Relief Distributors from their legal obligations unless (i) the Injunctive Relief Distributors and the State Compliance Review Committee jointly enter into a written agreement for the Clearinghouse to assume legal requirements during Phase 2-B; and (ii) all vendors and consultants working on the Clearinghouse agree in writing to assume such obligations. Nothing in this paragraph shall apply to any Injunctive Relief Distributor that does not participate in Phase 2-B pursuant to Section XVII.E. E. Option to Opt Out of Phase 2-B 1. Each Injunctive Relief Distributor shall have the option, in its sole discretion, to elect not to participate in Phase 2-B at any point. In the event that an Injunctive Relief Distributor elects not to participate in Phase 2-B, that Injunctive Relief Distributor shall cease to have any obligation to fund future costs directly related to Phase 2-B of the Clearinghouse or to implement the Clearinghouse’s determinations as to identification of Suspicious Orders and Suspicious Order reporting. If an Injunctive Relief Distributor elects not to participate in Phase 2-B, that Injunctive Relief Distributor shall remain responsible for the requirements specified for Phase 1 and Phase 2-A of the Clearinghouse and shall be responsible for contributing to the costs associated with Phase 1 and Phase 2-A. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-35 2. In the event that an Injunctive Relief Distributor elects not to participate in Phase 2-B, the Clearinghouse Advisory Panel shall discuss and make recommendations for any necessary adjustments to the Phase 2-B capabilities described in Section XVII.D.3. F. Funding 1. The establishment and ongoing operations of the Clearinghouse shall be funded by the Injunctive Relief Distributors for a period of ten (10) years commencing on the Clearinghouse Retention Date. 2. For each of the first two (2) years of the operation of the Clearinghouse, the Injunctive Relief Distributors will make total payments of $7.5 million per year combined. For years three (3) through ten (10), the Injunctive Relief Distributors will make total payments of $3 million per year combined. Additional costs associated with Phase 2-B shall be billed to the Injunctive Relief Distributors participating in Phase 2-B. 3. Payments by the Injunctive Relief Distributors for the Clearinghouse shall be allocated among the Injunctive Relief Distributors as set forth in Section IV.H of the Settlement Agreement, dated as of July 21, 2021, which incorporates these Injunctive Relief Terms as Exhibit P. 4. In the event that the cost of the Clearinghouse exceeds the amounts provided by the Injunctive Relief Distributors, the Injunctive Relief Distributors and State Compliance Review Committee shall meet-and- confer on alternatives, which may include: a) Limiting the operations of the Clearinghouse consistent with a revised budget; b) Seeking additional sources of funding for the Clearinghouse; and/or c) Allocating, in a manner consistent with the allocation of payments between the Injunctive Relief Distributors as set forth in Section XVII.F.3, additional amounts that are the responsibility of the Injunctive Relief Distributors to be used for the operation of the Clearinghouse. 5. The Injunctive Relief Distributors and the State Compliance Review Committee agree to engage in good faith discussions regarding potential continued operation and funding of the Clearinghouse following the initial ten (10) year period of Clearinghouse operations. 6. The Injunctive Relief Distributors and the State Compliance Review Committee shall develop a means to obtain payments from other parties that may use or benefit from the Clearinghouse, including, but not limited AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-36 to, other settling defendants, non-Injunctive Relief Distributors, or other parties and the Clearinghouse Advisory Panel shall consider other funding sources for the Clearinghouse. This may include consideration of a user fee or other model by which non-Injunctive Relief Distributors that use the Clearinghouse will contribute to funding the Clearinghouse. 7. In the event that ten (10) or more Settling States reach agreements with any national retail chain pharmacies to resolve claims related to the distribution of Controlled Substances, the Settling States’ Attorneys’ General agree to make participation in the Clearinghouse, including providing data to the Clearinghouse and contribution to the cost of the operation of the Clearinghouse, a condition of any settlement. The Settling States’ Attorneys’ General agree to make best efforts to ensure that any other settling distributors and/or pharmacies participate in the Clearinghouse. To the extent that the Attorneys General are able to secure participation by additional distributors and/or pharmacies, it is anticipated that, to the extent practicable based on the financial and relative size of the settling distributor and/or pharmacy, those entities will contribute to the cost of the operation of the Clearinghouse. The Injunctive Relief Distributors’ obligation to fund the Clearinghouse shall be partially reduced by contributions obtained from other distributors and/or pharmacies pursuant to a formula to be determined by the Clearinghouse Advisory Panel. G. Confidentiality 1. All data provided to the Clearinghouse shall be confidential. 2. Information provided by distributors participating in the Clearinghouse may not be provided to any other entity or individual outside those expressly contemplated by the Injunctive Relief Terms. 3. The Clearinghouse may not provide to any distributor information specific to another distributor. Notwithstanding the prior sentence, the Clearinghouse may provide blinded data to a distributor reflecting total Orders (across all distributors) for a particular Customer, region, and/or state at the base code and NDC number level and all transactional data information. Such information may only be used by receiving distributors for purposes of identifying, minimizing, or otherwise addressing the risk of Controlled Substances diversion. No distributor or pharmacy, including the Injunctive Relief Distributors, shall attempt to obtain revenue from this information. Such information provided by the Clearinghouse shall be compliant with all applicable laws and regulations. 4. If the Clearinghouse receives a request for disclosure of any data, material or other information created or shared under the Injunctive Relief Terms, pursuant to a Third Party Request, the Clearinghouse shall notify the AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-37 Injunctive Relief Distributors and the Clearinghouse Advisory Panel of the Third Party Request and any confidential information to be disclosed so that the Injunctive Relief Distributors may seek a protective order or otherwise challenge or object to the disclosure. The Clearinghouse shall provide the Injunctive Relief Distributors and the Clearinghouse Advisory Panel with at least ten (10) days’ advance notice before complying with any Third Party Request for confidential information, except where state law requires a lesser period of advance notice. H. Data Integrity 1. The Clearinghouse shall use best-in-class technology to preserve the integrity of the data. 2. The Clearinghouse shall report any data breaches under HIPAA and state law that occur as a result of any of its data collection and reporting activities to the Settling States and other authorities as required by law. 3. The Injunctive Relief Distributors and the Settling States shall not be liable for any breaches of any databases maintained by the Clearinghouse. This does not excuse the Clearinghouse or its vendor(s) from compliance with all state and federal laws and regulations governing (1) the protection of personal information and protected health information, or (2) notifications relating to Data Security Events. I. Credit for Investment in the Clearinghouse 1. The Injunctive Relief Distributors and the State Compliance Review Committee shall negotiate in good faith regarding a potential credit against Injunctive Relief Distributors’ overall settlement obligations if costs exceed the amounts specified in Section XVII.F. XVIII. MONITOR A. Monitor Selection and Engagement 1. The Injunctive Relief Distributors shall engage a Monitor to perform the reviews described in Section XVIII.F. The Monitor shall employ or retain personnel who have appropriate qualifications related to the pharmaceutical industry and the laws governing the distribution of pharmaceuticals, the distribution of Controlled Substances, and the applicable requirements of federal and state law. The Monitor may also employ or retain personnel who have appropriate qualifications in the audit and review of sample documents in order to conduct the reviews described in Section XVIII.F. To the extent additional expertise is required for the engagement, the Monitor may retain the services of third-party consultants. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-38 2. The Monitor must perform each review described in Section XVIII.F in a professionally independent and objective fashion, as defined in the most recent Government Auditing Standards issued by the United States Government Accountability Office. A Monitor shall not be engaged in active litigation involving one or more of the Injunctive Relief Distributors or Settling States or present a potential conflict of interest involving matters concerning an Injunctive Relief Distributor, except by agreement of the affected parties. If the Monitor is employed by an entity that performed work for any Injunctive Relief Distributor or any of the Settling States prior to the Effective Date, the Monitor will cause to be implemented appropriate ethical walls between the Monitor team and the employees of the firm who have previously performed work for an Injunctive Relief Distributor or any of the Settling States. 3. The process for selecting the Monitor shall be as follows: a) Within sixty (60) calendar days of the Effective Date, the Injunctive Relief Distributors and the State Compliance Review Committee shall exchange pools of recommended candidates to serve as the Monitor. The pools shall each contain the names of three (3) individuals, groups of individuals, or firms. b) After receiving the pools of Monitor candidates, the Injunctive Relief Distributors and the State Compliance Review Committee shall have the right to meet with the candidates and conduct appropriate interviews of the personnel who are expected to work on the project. The Injunctive Relief Distributors (individually or in combination) and the State Compliance Review Committee may veto any of the candidates, and must do so in writing within thirty (30) days of receiving the pool of candidates. If all three (3) candidates within a pool are rejected by either the Injunctive Relief Distributors or the State Compliance Review Committee, the party who rejected the three (3) candidates may direct the other party to provide up to three (3) additional qualified candidates within thirty (30) calendar days of receipt of said notice. c) If the Injunctive Relief Distributors or the State Compliance Review Committee do not object to a proposed candidate, the Injunctive Relief Distributors or the State Compliance Review Committee shall so notify the other in writing within thirty (30) days of receiving the pool of candidates. If more than one candidate remains, the State Compliance Review Committee shall select the Monitor from the remaining candidates. Within thirty (30) calendar days of the selection of the Monitor, the Injunctive Relief Distributors shall retain the Monitor, and finalize all terms of engagement, supplying a copy of an engagement letter to the State Compliance Review Committee. The terms of engagement AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-39 shall include a process by which Injunctive Relief Distributors may challenge Monitor costs as excessive, duplicative or unnecessary, which process must be approved by the State Compliance Review Committee. 4. The Injunctive Relief Distributors shall be responsible for the Monitor’s fees and costs directly related to its performance of the work specified by the Injunctive Relief Terms up to a limit of $1,000,000 per year per Injunctive Relief Distributor (i.e., a total of $3,000,000 per year). 5. Prior to each year, the Monitor shall submit a combined annual budget to the Injunctive Relief Distributors and State Compliance Review Committee that shall not exceed a total of $3,000,000. The Monitor shall submit quarterly reports to the Injunctive Relief Distributors and the State Compliance Review Committee tracking actual spend to the annual budget. 6. In the event that any of the Injunctive Relief Distributors or State Compliance Review Committee believe that the Monitor is not performing its duties and responsibilities under the Injunctive Relief Terms in a reasonably cost effective manner, an Injunctive Relief Distributor or the State Compliance Review Committee shall recommend in writing changes to the Monitor’s practices to reduce cost. The Monitor, Injunctive Relief Distributors, and the State Compliance Review Committee shall meet and confer in good faith in response to such a recommendation. 7. In the event that the Injunctive Relief Distributor and the State Compliance Review Committee cannot agree on whether the recommended cost reductions are warranted, either the State Compliance Review Committee or the Injunctive Relief Distributors may submit the question to the National Arbitration Panel, who shall determine whether the Monitor is performing its duties and responsibilities under the Injunctive Relief Terms in a reasonably cost effective manner, and, if not, the necessary changes to the Monitor’s practices to reduce cost. 8. If the National Arbitration Panel determines that the Monitor cannot complete the reviews described in Section XVIII.F within the combined annual budget of $3,000,000, the National Arbitration Panel shall require the Monitor to provide the Injunctive Relief Distributors and the State Compliance Review Committee with a written report explaining why it is not possible to complete the reviews within budget and all steps the Monitor has taken to perform its duties and responsibilities under the Injunctive Relief Terms in a reasonably cost effective manner. After receiving the Monitor’s report, the Injunctive Relief Distributors, and the State Compliance Review Committee shall meet and confer in good faith to determine whether an increase in the combined budget is appropriate. If the Injunctive Relief Distributors and the State Compliance Review AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-40 Committee cannot reach an agreement on the amount of the reasonable costs in excess of $3,000,000 for the relevant year, the issue will be submitted to the National Arbitration Panel for resolution. The National Arbitration Panel may award additional costs up to total cap of $5,000,000 for the relevant year ($3,000,000 plus an additional $2,000,000). 9. Unless the Injunctive Relief Distributors and the State Compliance Review Committee agree otherwise as part of the meet and confer process in the prior paragraph (such as by agreeing to limit the Monitor’s duties and responsibilities for the remainder of the year), the amount above $3,000,000 and up to the total cap of $5,000,000 in a given year necessary for the Monitor to complete the reviews described in Section XVIII.F shall be divided evenly among the Injunctive Relief Distributors without reducing any other amounts that are the responsibility of the Injunctive Relief Distributors. B. Early Termination of the Monitor 1. In the event any of the Injunctive Relief Distributors or State Compliance Review Committee believe that the Monitor is not performing its duties and responsibilities under the Injunctive Relief Terms in a reasonably professional, competent and independent manner, an Injunctive Relief Distributor or the State Compliance Review Committee shall recommend replacement of the Monitor in writing. The Injunctive Relief Distributors and the State Compliance Review Committee shall meet and confer in good faith in response to a recommendation to replace the Monitor. If the State Compliance Review Committee and the Injunctive Relief Distributors agree that the Monitor should be replaced, a replacement Monitor will be selected in the manner set forth in Section XVIII.A.3. 2. In the event the Injunctive Relief Distributor and the State Compliance Review Committee cannot agree on whether the Monitor should be replaced, either the State Compliance Review Committee or the Injunctive Relief Distributors may submit the question of the Monitor’s dismissal to the National Arbitration Panel, and the Monitor shall only be dismissed if that panel finds that there is Good Cause for dismissal. Good Cause for dismissal shall mean (a) a material and substantial breach of the terms of the Monitor’s obligations under the Injunctive Relief Terms; (b) any act of dishonesty, misappropriation, embezzlement, intentional fraud, or similar conduct by the Monitor; (c) any clear pattern of bias or prejudice in favor or against any party by the Monitor; (d) conduct by the Monitor that demonstrates unfitness to fulfill the functions of the Monitor reasonably and competently; or (e) conflicts of interest described in Section XVIII.A.2. If the panel finds that the Monitor should be dismissed, a replacement Monitor will be selected in the manner set forth in Section XVIII.A.3. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-41 3. In addition, if the Monitor resigns for any reason, a replacement Monitor will be selected in the manner set forth in Section XVIII.A.3. C. Term and Reporting Periods 1. The term of the Monitor will be five (5) years from the date the Monitor is appointed, divided into one-year periods for purposes of the reviews and reporting described in Section XVIII (“Reporting Periods”). D. Monitor Access to Information 1. In connection with its reviews set forth in Section XVIII.F, the Monitor may request to interview employees with appropriate authority and responsibilities as necessary. In the event that an Injunctive Relief Distributor believes that the Monitor is requesting an unreasonable number of interviews or requesting interviews of employees who do not have relevant information to the reviews required by Section XVIII.F, the Injunctive Relief Distributor and State Compliance Review Committee shall meet and confer in good faith to resolve this issue. 2. The Chief Diversion Control Officer of each Injunctive Relief Distributor or a direct report of the Chief Diversion Control Officer shall serve as the primary point of contact for the Monitor to facilitate the Monitor’s access to documents, materials, or staff necessary to conduct the reviews specified in Section XVIII.F. The Monitor shall communicate any request for documents, materials, or access to staff to the Chief Diversion Control Officers or their designees. 3. If at any time the Monitor believes there is undue delay, resistance, interference, limitation, or denial of access to any records or to any employee or former employee deemed necessary by the Monitor to conduct the reviews specified in Section XVIII.F, the Monitor shall notify the Chief Diversion Control Officer of the Injunctive Relief Distributor and they shall meet and confer to resolve such issue. If the Monitor believes that the matter was not resolved, the Monitor shall immediately report the issue to the State Compliance Review Committee. 4. To the extent any of the documents requested by the Monitor contain material protected from disclosure by any legal privilege, including the attorney-client privilege or attorney work product protections, an Injunctive Relief Distributor may redact such material before providing the documents to the Monitor, but must provide the Monitor with a privilege log describing the redacted information and identifying the basis for redaction. 5. Notwithstanding any other information referenced and produced pursuant to Section XVIII, the Monitor shall have access to, and each Injunctive Relief Distributor’s Chief Diversion Control Officer shall produce to the AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-42 Monitor, any settlement agreements with government entities entered into after the Effective Date specifically concerning the requirements contained in the Injunctive Relief Terms and an Injunctive Relief Distributor’s distribution of Controlled Substances (as opposed to distribution of pharmaceutical products in general). E. Settling States’ Access to Monitor 1. Other than in connection with the initiation of a Notice of Potential Violation set forth in Section XIX.B.2, should the Monitor believe it needs to initiate communication with the State Compliance Review Committee regarding an Injunctive Relief Distributor’s compliance with the Injunctive Relief Terms, the Monitor’s communications should include the Chief Diversion Control Officer or counsel of the affected Injunctive Relief Distributor, regardless of the form of communication. 2. The State Compliance Review Committee shall have access to any settlement agreements produced to the Monitor pursuant to Section XVIII.D.5. F. Reviews to be Conducted by the Monitor 1. There shall be two (2) types of reviews to be conducted by the Monitor: a) Customer-specific reviews, as set forth in Section XVIII.F.2; and b) System reviews, as set forth in Section XVIII.F.3. 2. Customer-Specific Reviews a) The following Customer-specific reviews will be conducted by the Monitor for each Injunctive Relief Distributor for each of the Reporting Periods: (1) Threshold Change Request Review (“TCR Review”); (2) Onboarding New Customer Review (“Onboarding Review”); (3) Ongoing Due Diligence Review (“Ongoing Diligence Review”); (4) Customer Termination Review (“Termination Review”); and (5) Orders that Exceed Thresholds but are Shipped Review (“Exceeded Threshold Review”). AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-43 b) Sample selection and audit periods for TCR Reviews, Onboarding Reviews, Ongoing Diligence Reviews, Termination Reviews, and Exceeded Threshold Reviews: (1) For each Reporting Period, the Monitor will review a representative sample of files for the performance of the TCR Reviews, Onboarding Reviews, and Ongoing Diligence Reviews. The Monitor shall select a sample representative of various geographic regions, customer types (Independent Retail Pharmacy Customers or Chain Customer), and distribution centers. (2) The Monitor will meet and confer with each of the Injunctive Relief Distributors to determine the appropriate audit period within each Reporting Period from which the samples will be selected (e.g. samples will be selected from the first six (6) months of a reporting period to allow the Monitor time to perform its review during the remainder of the reporting period). (3) Within thirty (30) calendar days following the close of the agreed-upon audit period, the Injunctive Relief Distributors (or the Clearinghouse once operational, if able to do so) will provide the Monitor with the following lists of relevant Customers for each type of review: (a) A list of all Customers that requested at least one Threshold increase for a Highly Diverted Controlled Substance during the relevant audit period, including the number of such requests by each Customer; (b) A list of all Customers that were onboarded during the relevant audit period and, during that period, ordered and received Highly Diverted Controlled Substances; (c) A list of all Customers that were the subject of an Ongoing Diligence Review during the relevant audit period; (d) A list of all Customers that, for reasons related to Controlled Substance regulatory compliance, were terminated during the relevant audit period; and (e) A list of all Orders for Highly Diverted Controlled Substances where a decision was made to ship the Order even though the order exceeded the otherwise AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-44 applicable Threshold, with number of such shipped orders. (4) Within fifteen (15) calendar days of compiling this Customer information for sample selection, each Injunctive Relief Distributor shall propose a reasonable number of customer files for each review to the Monitor. (5) Within fifteen (15) calendar days of receiving the lists specified above from the Injunctive Relief Distributors, the Monitor shall choose representative files to be reviewed from these lists. Each list will include the Customers’ zip code, geographic region, distribution center, and customer type (Independent Retail Pharmacy Customer or Chain Customer). c) TCR Reviews (1) For each Reporting Period, the Monitor shall conduct a TCR Review for a sample review of Customers who requested at least one Threshold increase for Highly Diverted Controlled Substances for each Injunctive Relief Distributor. For the TCR Reviews, the Monitor shall review the information contained in the files of the sample Customers and determine whether the information reflects substantial compliance with the requirements of Section XII.C.3. d) Onboarding Reviews (1) For each Reporting Period, the Monitor shall conduct an Onboarding Review of a sample of Customers that were onboarded during the applicable audit period and, during that period, ordered and received Highly Diverted Controlled Substances from the Injunctive Relief Distributor. For the Onboarding Reviews, the Monitor shall review the information contained in the files of the sample Customers and determine whether the information reflects substantial compliance with the requirements of Section IX. e) Ongoing Diligence Reviews (1) For each Reporting Period, the Monitor shall conduct an Ongoing Diligence Review of a sample of Customers for each Injunctive Relief Distributor that was the subject of an Ongoing Diligence Review during the relevant audit period. For the Ongoing Diligence Reviews, the Monitor shall review the information contained in the files of the AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-45 sample of Customers and determine whether the information reflects substantial compliance with the requirements of Section X. f) Termination Reviews (1) For each Reporting Period, the Monitor shall conduct a review of a sample of Customers that were terminated by each Injunctive Relief Distributor during the audit period. For the Termination Reviews, the Monitor shall review the information contained in the files of the sample of Customers and determine whether the information reflects substantial compliance with the requirements of Section XIV. g) Exceeded Threshold Review (1) For each Reporting Period, the Monitor shall conduct a review of a sample of Orders for Highly Diverted Controlled Substances where a decision was made by the Injunctive Relief Distributor to ship the Order even though the Order exceeded the applicable Threshold. For the Exceeded Threshold Reviews, the Monitor shall review the information contained in the Customer files related to the Orders and determine whether the information reflects substantial compliance with the requirements of Section XIII.B. 3. Annual System Reviews: a) The following system reviews will be conducted by the Monitor for each Injunctive Relief Distributor for each of the Reporting Periods: (1) CSMP Review; (2) Threshold Setting Process Review; (3) Suspicious Orders and Suspicious Order Report Review; (4) Compensation Review; (5) Red Flag Review; and (6) Review of CSMP Integration with Clearinghouse. b) CSMP Review AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-46 (1) For each Reporting Period, the Monitor shall conduct a review of the following materials from each Injunctive Relief Distributor: (a) Current CSMP policies and procedures; (b) Organizational charts for the departments that are relevant to the CSMP organization; (c) Logs and/or summaries of any reports received on the “hot line” required by Section V.E and the action or response of an Injunctive Relief Distributor to any such reports; (d) Copies of the quarterly reports provided by the Chief Diversion Control Officer to the CSMP Committee as required by Section IV.C; (e) Copies of the quarterly reports provided by the CSMP Committee to senior management and the Board of Directors as required by Section VI.C; and (f) Copies of the materials used for the training required by Section VII and lists of the attendees of the training. c) Threshold Setting Process Review: (1) For each Reporting Period, each Injunctive Relief Distributor or its outside consultants shall prepare a summary report describing how its Threshold-setting methodology for Independent Retail Pharmacy Customers and Chain Customers complies with Section XII (the “Annual Threshold Analysis and Assessment Report”). (2) For each Reporting Period, the Monitor shall review the Annual Threshold Analysis and Assessment Report, determine whether the information reflects substantial compliance with the requirements of Section XII, and include any Observations and Recommendations, as defined in Section XVIII.G, in its annual Audit Report. d) Suspicious Orders and Suspicious Order Reporting Review: (1) For each Reporting Period, each Injunctive Relief Distributors will provide the Monitor with a report containing summary metrics for the Suspicious Orders that were reported to the DEA and the Settling States (the AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-47 “Suspicious Order Metrics Report”). In the Suspicious Order Metrics Report, the Injunctive Relief Distributors will also provide summary metrics for Orders of Highly Diverted Controlled Substances that exceeded a Threshold but were still shipped. (2) For each Reporting Period, the Monitor shall review the Suspicious Order Metrics Report, determine whether the information reflects substantial compliance with the requirements of Section XIII, and include any Observations and Recommendations in its annual Audit Report. e) Compensation Reviews: (1) For each Reporting Period, the Monitor will review compensation-related policy documents for each Injunctive Relief Distributor for sales personnel. The Monitor shall analyze those documents and determine whether the compensation policies of each Injunctive Relief Distributor comply with the requirements contained in Section V. f) Red Flags Review: (1) For each Reporting Period, the Monitor shall review the Red Flags defined in Section VIII and their incorporation into each Injunctive Relief Distributor’s policies and procedures. The Monitor shall determine whether the information reflects substantial compliance with the requirements of Section VIII and include any Observations and Recommendations, as called for by Section VIII.C, about those definitions in its annual Audit Report. g) Review of CSMP Integration with the Clearinghouse: (1) For each Reporting Period, each Injunctive Relief Distributor shall prepare a report summarizing the status of the Injunctive Relief Distributor’s CSMP integration with the operation of the Clearinghouse (“Clearinghouse Integration Report”). The Monitor shall review each Injunctive Relief Distributor’s Clearinghouse Integration Report, determine whether the information reflects substantial compliance with the requirements of Section XVII, and include any Observations and Recommendations in its annual Audit Report. G. Observations and Recommendations: AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-48 1. If the Monitor notes any areas for potential improvement during the course of the reviews conducted pursuant to the Injunctive Relief Terms, the Monitor shall include any such recommendations in the Audit Report. Collectively, any such questions, concerns or recommendations will be referred to as “Observations and Recommendations.” H. Audit Reports: 1. No later than one hundred and twenty (120) calendar days prior to the end of a Reporting Period and/or at any other time deemed reasonably necessary by the Monitor, the Monitor shall provide each Injunctive Relief Distributor with a draft report detailing any instances of substantial non- compliance with the applicable provisions of the Injunctive Relief Terms from the reviews in Section XVIII.F (the “Draft Report”). The Draft Report will also describe any Observations and Recommendations. 2. Within thirty (30) calendar days of its receipt of the Draft Report, the Injunctive Relief Distributor will provide comments and responses to the Draft Report. The Injunctive Relief Distributor will, among other things: a) Respond to each instance of substantial non-compliance, including, where appropriate, describing any corrective action taken (or to be taken). b) Respond to each Observation and Recommendation. 3. Within thirty (30) calendar days of its receipt of the Injunctive Relief Distributors’ responses to the Draft Report, the Monitor shall provide a final report (the “Audit Report”) to each Injunctive Relief Distributor and the State Compliance Review Committee. The Monitor shall provide the State Compliance Review Committee with a copy of an Injunctive Relief Distributor’s response to the Draft Report. 4. No action or lack of action by the Settling States regarding information received from the Monitor concerning an Injunctive Relief Distributor’s conduct shall be considered affirmation, acceptance, or ratification of that conduct by the Settling States. I. Confidentiality: 1. Materials and information provided by the Injunctive Relief Distributors to the Monitor that are designated “Confidential” (and any parts, portions, or derivations thereof) (the “Confidential Information”) will be kept confidential and not be shown, disclosed, or distributed to any other party, including any other Injunctive Relief Distributor. 2. The Monitor will not use materials or information received from one Injunctive Relief Distributor, or information or analysis developed using AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-49 the Confidential Information of an Injunctive Relief Distributor, in its assessment of any other Injunctive Relief Distributor. Because each Injunctive Relief Distributor operates pursuant to its own unique policies and procedures intended to comply with legal and other requirements of the Injunctive Relief Terms, the Monitor shall apply the standards of each Injunctive Relief Distributor to its reviews without preference to the practices or standards applied by any other Injunctive Relief Distributor. 3. If any of the Settling States or the Monitor receive a request for disclosure of any material or information created or shared under the Injunctive Relief Terms, pursuant to a Third Party Request, the Settling State or the Monitor, respectively, shall notify the Injunctive Relief Distributors of the Third Party Request and the Confidential Information to be disclosed so that the Injunctive Relief Distributors may seek a protective order or otherwise challenge or object to the disclosure. The Settling State or the Monitor will provide the Injunctive Relief Distributors with at least ten (10) days’ advance notice before complying with any Third Party Request for Confidential Information, except where state law requires a lesser period of advance notice. 4. Nothing herein will be deemed to prevent any party from claiming any applicable exemption to the public information act, freedom of information act, public records act, or similar law. XIX. ENFORCEMENT OF INJUNCTIVE RELIEF TERMS A. State Compliance Review Committee: 1. Any Settling State may initiate a review of a Potential Violation consistent with the process set forth in Section XIX. 2. The State Compliance Review Committee shall assign the Monitor the responsibilities set forth in Sections XIX.B.3 through XIX.B.7, regarding review of a Potential Violation and an opportunity to cure, except with respect to matters requiring interpretation of the Injunctive Relief Terms subject to Section XIX.C.2. The objective of the Monitor shall be to facilitate a resolution among the parties, providing an opportunity to cure, as applicable, for the party against whom a Potential Violation has been alleged. 3. No less than six (6) months before the Monitor’s term expires pursuant to Section XVIII, the State Compliance Review Committee and Injunctive Relief Distributors shall meet and confer in good faith to determine the parameters and processes for continued enforcement, consistent to the maximum extent possible with the provisions set forth in Section XIX, for the period after the Monitor’s term has ended. Absent agreement between the State Compliance Review Committee and Injunctive Relief AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-50 Distributors, all provisions set forth in Section XIX involving the Monitor are excused after the Monitor’s term has ended. 4. Should an Injunctive Relief Distributor allege in good faith that a Settling State or the Monitor has impaired the ability of the Injunctive Relief Distributor to meet the Injunctive Relief Terms, the Injunctive Relief Distributor may request the State Compliance Review Committee to mediate any dispute in an effort to avoid the time and expense of litigation regarding interpretation and enforcement of the Injunctive Relief Terms. B. Process for Review of Potential Violations and Opportunity to Cure: 1. Definition of “Potential Violation”: A Potential Violation occurs when an Injunctive Relief Distributor is alleged to not be in substantial compliance with (i) the Injunctive Relief Terms or (ii) a Corrective Action Plan adopted consistent with the process set forth in Section XIX.B.7. 2. Submission of Notice of Potential Violation. An allegation of a Potential Violation shall be submitted to the State Compliance Review Committee in writing by one or more Settling States (“Notice of Potential Violation” or “Notice”) and shall include the following to the extent practicable: a) Specification of the particular Injunctive Relief Term(s) and/or Corrective Action Plan(s) implicated by the Potential Violation; b) Description of the Potential Violation with specificity; c) The reasoning for and, if available, any documentation supporting the allegation that a Potential Violation has occurred, including whether the Potential Violation is a matter identified by the Monitor in an Audit Report; and d) Description of the time-sensitivity of the Potential Violation, if relevant. 3. Assignment to Monitor. The State Compliance Review Committee shall review every Notice. If the State Compliance Review Committee reasonably believes that further review is warranted, the State Compliance Review Committee shall forward the Notice to the Monitor. The Monitor shall ensure that the Injunctive Relief Distributor that is the subject of the Notice receives a copy of the Notice and a proposed schedule consistent with the process set forth in Sections XIX.B.4 and XIX.B.5. 4. Response to Notice of Potential Violation. Within thirty (30) days of receipt of the Notice of Potential Violation, the Injunctive Relief Distributor that is the subject of the Notice shall provide a written response to the referring Settling State(s), the Monitor, and the State Compliance Review Committee. The response (a) shall set forth the AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-51 reasons the Injunctive Relief Distributor that is the subject of the Notice believes that it is in substantial compliance with the relevant Injunctive Relief Term(s) and/or Corrective Action Plan(s), and (b) as applicable, shall explain efforts undertaken to cure the Potential Violation and a schedule for completing the efforts to cure. 5. Conference for Parties re Notice of Potential Violation. The parties to the Notice shall meet or otherwise confer regarding the Potential Violation. The parties and the Monitor shall make themselves available for such a meeting (which may at any party’s election be a virtual or technology- based meeting), provided, however, that the meeting is not required to take place sooner than fifteen (15) days after a written response to the Notice of Potential Violation. 6. Process for Previously-Submitted Notices of Potential Violation. At the request of the parties to a Notice, the Monitor shall determine whether the Notice implicates the same or similar issues as a previously submitted Notice or is a matter previously identified by the Monitor in an Audit Report involving the same party alleged to have engaged in a Potential Violation, and make an initial determination as to whether the issues needs to be addressed anew. The Monitor shall inform the Settling State and Injunctive Relief Distributor involved in the previous Notice or the subject of a matter previously identified by the Monitor in an Audit Report of its determination within five (5) business days of receipt of the Notice. The Settling State and Injunctive Relief Distributor shall have five (5) business days to object to the determination. If an objection is made, the Monitor shall respond to the objection within five (5) business days. If no objection is made, the party involved in the prior Notice may rely on the response to the previously submitted Notice or matter previously identified by the Monitor in an Audit Report and no further action shall be required. 7. Monitor Resolution of Potential Violation and Opportunity to Cure. Within thirty (30) days of the meeting pursuant to Section XIX.B.5, the Monitor, taking into consideration the submissions of the parties involved in the Notice and other information available to the Monitor, shall resolve the Notice as follows: a) If the Monitor reasonably believes that a Potential Violation is not ongoing or has been substantially resolved as of thirty (30) days from the meeting pursuant to Section XIX.B.5, the Monitor shall provide written notice to the State Compliance Review Committee and the Settling State(s) and Injunctive Relief Distributor involved in the Notice. b) If the Monitor reasonably believes that a Potential Violation is ongoing and has not been substantially resolved as of thirty (30) days from the meeting pursuant to Section XIX.B.5, the Monitor AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-52 shall provide written notice to the State Compliance Review Committee and the Settling State(s) and Injunctive Relief Distributor involved in the Notice and request that the Injunctive Relief Distributor prepare, within thirty (30) days of the receipt of such written notice, a Corrective Action Plan to remedy such Potential Violation, including a reasonable period for implementation of such plan. The Monitor may extend the period of time to submit a Corrective Action Plan up to ninety (90) days based on a reasonable request by the affected party. c) A Corrective Action Plan may address multiple Potential Violations, and an existing Corrective Action Plan may be amended to address additional Potential Violations. d) Within ten (10) business days of submission of a Corrective Action Plan regarding a Potential Violation, the Monitor shall confer with the State Compliance Review Committee and the Settling State(s) and Injunctive Relief Distributor involved in the Notice regarding the proposed Corrective Action Plan. The Monitor may recommend revisions in its discretion. The conference required by this paragraph may at any party’s election be a virtual or technology-based meeting. e) Within thirty (30) days of the conference in Section XIX.B.7.d, the Monitor shall advise the State Compliance Review Committee and the Settling State(s) and Injunctive Relief Distributor involved in the Notice whether the Monitor has adopted the proposed Corrective Action Plan or whether the Monitor has adopted it after making modifications. The Monitor shall also set forth a reasonable period for implementation of any such plan that has been adopted. The Injunctive Relief Distributor that is subject to a Corrective Action Plan adopted by the Monitor must begin to comply with the Corrective Action Plan within five (5) business days of receiving notice of the Corrective Action Plan has been adopted, unless it seeks review by the State Compliance Review Committee pursuant to Section XIX.C.1. C. Enforcement Responsibilities of State Compliance Review Committee: 1. The Settling State(s) or Injunctive Relief Distributor involved in a Notice may request the State Compliance Review Committee to review the resolution (including a resolution pursuant to Section XIX.B.7.a) and/or Corrective Action Plan adopted by the Monitor regarding that Notice. Any such request must be made within five (5) business days of a resolution or adoption of a Corrective Action Plan by the Monitor. The State Compliance Review Committee, taking into consideration the resolution by the Monitor, submissions of the Settling State(s) or Injunctive Relief AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-53 Distributor, and other information available to the Committee, shall within thirty (30) days of receipt of the request resolve the matter by written notice to the affected parties, which shall include the State Compliance Review Committee’s reasoning in reaching its resolution. The State Compliance Review Committee may agree, disagree, or modify any resolution or Corrective Action Plan that it reviews. An Injunctive Relief Distributor that is subject to a Corrective Action Plan that is affirmed or affirmed as amended by the State Compliance Review Committee must within five (5) business days begin to comply with the Corrective Action Plan. 2. The State Compliance Review Committee shall review any issues raised by a Notice regarding the interpretation of the Injunctive Relief Terms at the request of the Settling State(s), Injunctive Relief Distributor involved in a Notice, or the Monitor. Such a request may be made at any time after the Notice’s submission, and the request will not extend the timelines set forth in Sections XIX.B and XIX.C.1. The State Compliance Review Committee shall notify the Monitor, Settling State(s) and Injunctive Relief Distributor involved in the Notice of its determination. Settling States and Injunctive Relief Distributors do not waive their rights to challenge the interpretation of the Injunctive Relief Terms by the State Compliance Review Committee in any subsequent proceeding pursuant to Section XIX.E.2. 3. The State Compliance Review Committee may, independent of a Notice of Potential Violation, review requests by a Monitor, Settling State, or Injunctive Relief Distributor regarding the interpretation of the Injunctive Relief Terms. The State Compliance Review Committee shall notify the Monitor and requesting party of its interpretation, including the State Compliance Review Committee’s reasoning in reaching its conclusion. Settling States and Injunctive Relief Distributors do not waive their rights to challenge the interpretation of the Injunctive Relief Terms by the State Compliance Review Committee in any subsequent proceeding pursuant to Section XIX.E.2. 4. The State Compliance Review Committee shall make available to all Settling States and Injunctive Relief Distributors any interpretation it issues pursuant to Sections XIX.C.2 and XIX.C.3. D. Composition of State Compliance Review Committee: 1. A Settling State on the State Compliance Review Committee that is in active litigation with one or more of the Injunctive Relief Distributors, or in another potential conflict of interest involving compliance with Controlled Substances laws and regulations, may not serve on the State Compliance Review Committee for matters involving the affected Injunctive Relief Distributor, and the remaining Settling States on the AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 P-54 State Compliance Review Committee shall within five (5) business days select an alternate Settling State as a replacement. 2. If the affected state on the State Compliance Review Committee disputes that it has a disqualifying active litigation or other conflict of interest, the determination of whether that state has a conflict disqualifying it from serving on the State Compliance Review Committee shall be made by the remaining states on the State Compliance Review Committee. E. Enforcement Actions: 1. Any written notice or resolution by the State Compliance Review Committee regarding the matters set forth in Sections XIX.B and XIX.C shall provide the State Compliance Review Committee’s assessment of the matter but will not be an official opinion of any individual Settling State. 2. Following the issuance of a written notice or resolution of the State Compliance Review Committee pursuant to Section XIX.C, a Settling State or Injunctive Relief Distributor may take whatever action it deems necessary related to the written notice or resolution issued by the State Compliance Review Committee, provided that the Settling State or Injunctive Relief Distributor is either (a) the Settling State that sought review by the State Compliance Review Committee, or (b) the Injunctive Relief Distributor that is the subject of the Potential Violation at issue. Such action may include but is not limited to bringing an action to enforce the settlement agreement, filing a new original action, or, the parties to a Notice attempting to negotiate a Corrective Action Plan directly with each other. 3. The Settling States agree that prior to taking any court or administrative action, other than an action that is necessary to address an immediate threat to the health, safety, or welfare of the citizens of the Settling State, or that a public emergency requiring immediate action exists, it will follow the process outlined in Sections XIX.B and XIX.C. 4. A Settling State or Injunctive Relief Distributor must bring a court or administrative action within six (6) months of any resolution of the State Compliance Review Committee, unless the alleged violation is also an independent violation of state or federal law, or an action that a Settling State concludes is necessary to address an immediate threat to the health, safety, or welfare of the citizens of the State, or that a public emergency requiring immediate action exists, in which cases, the applicable statute of limitations (if any) for sovereign actions shall apply. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Q-1 EXHIBIT Q Illustrative Examples of Prepayments Example 1 Gross Settlement Prepayment: $3,000,000 Settlement Prepayment Reduction Schedule: Reduce amounts paid for each of Payment Years 8, 13, and 18 by $1,000,000 Net Settlement Prepayment Amount (assumes discount rate of five percent (5%)): $2,591,513 ($863,838 for each of Payment Years 5, 10, and 15) Payment Year Initial Settlement Payment Schedule Settlement Prepayment Reduction (-) Net Settlement Prepayment (+) Revised Settlement Payment Schedule 1 $1,000,000 $1,000,000 2 $1,000,000 $1,000,000 3 $1,000,000 $1,000,000 4 $1,000,000 $1,000,000 5 $1,000,000 $863,838 $1,863,838 6 $1,000,000 $1,000,000 7 $1,000,000 $1,000,000 8 $1,000,000 $1,000,000 $0 9 $1,000,000 $1,000,000 10 $1,000,000 $863,838 $1,863,838 11 $1,000,000 $1,000,000 12 $1,000,000 $1,000,000 13 $1,000,000 $1,000,000 $0 14 $1,000,000 $1,000,000 15 $1,000,000 $863,838 $1,863,838 16 $1,000,000 $1,000,000 17 $1,000,000 $1,000,000 18 $1,000,000 $1,000,000 $0 Total $18,000,000 $3,000,000 $2,591,513 $17,591,513 AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 Q-2 Example 2 Gross Settlement Prepayment: $3,000,000 Settlement Prepayment Reduction Schedule: Reduce amounts paid for each of Payment Years 4, 9, and 14 by $1,000,000 Net Settlement Prepayment Amount (assumes discount rate of five percent (5%)): $2,857,143 ($952,381 for each of Payment Years 3, 8, and 13) Payment Year Initial Settlement Payment Schedule Settlement Prepayment Reduction (-) Net Settlement Prepayment (+) Revised Settlement Payment Schedule 1 $1,000,000 $1,000,000 2 $1,000,000 $1,000,000 3 $1,000,000 $952,381 $1,952,381 4 $1,000,000 $1,000,000 $0 5 $1,000,000 $1,000,000 6 $1,000,000 $1,000,000 7 $1,000,000 $1,000,000 8 $1,000,000 $952,381 $1,952,381 9 $1,000,000 $1,000,000 $0 10 $1,000,000 $1,000,000 11 $1,000,000 $1,000,000 12 $1,000,000 $1,000,000 13 $1,000,000 $952,381 $1,952,381 14 $1,000,000 $1,000,000 $0 15 $1,000,000 $1,000,000 16 $1,000,000 $1,000,000 17 $1,000,000 $1,000,000 18 $1,000,000 $1,000,000 Total $18,000,000 $3,000,000 $2,857,143 $17,857,143 AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-1 EXHIBIT R Agreement on Attorneys’ Fees, Expenses and Costs This Agreement on Attorneys’ Fees, Expenses and Costs (“Fee Agreement”) is entered between McKesson Corporation, Cardinal Health, Inc., and AmerisourceBergen Corporation (collectively, the “Settling Distributors”), and the Plaintiffs’ Executive Committee appointed in the multidistrict litigation in the Northern District of Ohio, National Prescription Opiate Litigation, No. 1:17-MD-2804 (“MDL PEC”), in connection with the Distributor Settlement Agreement (“Distributor Agreement”). This Fee Agreement becomes effective on the Effective Date of the Distributor Agreement or the date that the Consent Judgments anticipated under the Distributor Agreement become final in 25 Settling States (whichever is later). However, costs specified in Sections II.I and II.I.4 of this Fee Agreement that are to be funded pre-Effective Date by the Settling Distributors are effective upon agreement in writing with the Settling Distributors. I. Definitions. A. This Fee Agreement incorporates all defined terms in the Distributor Agreement, unless otherwise defined herein, and shall be interpreted in a manner consistent with the Distributor Agreement. B. “Attorney.” Any of the following retained through a legal contract: a solo practitioner, a multi-attorney law firm, or other legal representative of a Participating Subdivision. C. “Attorney Fee Fund.” An account consisting of funds allocated to pay attorneys’ fees approved pursuant to Section II of this Fee Agreement established by Order of, and under the ongoing jurisdiction of, the MDL Court, as provided below. D. “Common Benefit Fund.” The sub fund of the Attorney Fee Fund described in Section II.C. E. “Contingency Fee Fund.” The sub fund of the Attorney Fee Fund described in Section II.D. F. “Cost and Expense Fund Administrator.” The administrator appointed by the MDL Court to administer the MDL Expense Fund and Subdivision Cost Fund as provided in the Fee Agreement. G. “Cost Funds.” Collectively, the MDL Expense Fund and Subdivision Cost Fund. H. “Fee Entitlement.” Any right, entitlement or expectation, including but not limited to a fee contract, contingent fee contract, agreement, referral arrangement, co-counsel arrangement, State Back-Stop Agreement, or any other arrangement by which counsel could receive compensation or other consideration. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-2 I. “Fee Panel.” The three-person panel appointed by the MDL Court to administer the Attorney Fee Fund and its sub funds as provided in the Fee Agreement. J. “Litigating Subdivision Cost Fund.” The cost fund described in Section II.E herein. K. “MDL Court.” United States District Court for the Northern District of Ohio Eastern Division, Case No. 1:17-md-2804, Judge Dan Aaron Polster. L. “MDL Expense Fund.” The cost fund described in Section II.F below. M. “MDL PEC.” The Plaintiffs’ Executive Committee appointed by the MDL Court. N. “Non-Participating Litigating Subdivision.” A Litigating Subdivision that is not a Participating Subdivision. O. “Participating Litigating Subdivision.” A Litigating Subdivision that is also a Participating Subdivision. P. “Participation Agreement.” An agreement executed by an Attorney that acknowledges the obligation to pay an appropriate MDL Common Benefit Assessment. Q. “Qualifying Representation.” Legal services provided for representation of a Participating Litigating Subdivision regarding Released Claims against Released Entities. R. “State Back-Stop Agreement.” Any agreement by a Settling State and private counsel for Participating Subdivisions in that State (or legislation enacted in that State) to provide, adjust, or guarantee attorneys’ fees and costs, whether from the Attorney Fee Fund or any other source recognized in the agreement or legislation. II. Fees and Costs. A. Total Attorneys’ Fees and Costs. 1. Total attorneys’ fees and costs to be paid by Settling Distributors to Attorneys in each of the relevant Payment Years under this Fee Agreement shall be up to the following amounts, subject to the provisions set forth below, including with respect to the division of the Attorney Fee Fund into its sub funds: Attorney Fee Fund (Contingency Fee Fund and Common Benefit Fund) MDL Expense Fund Litigating Subdivision Cost Fund Payment Year 1 $136,044,378.70 $40,384,615.39 $40,000,000 Payment Year 2 $150,934,911.25 $40,000,000 Payment Year 3 $270,825,443.80 $40,000,000 Payment Year 4 $183,625,739.68 AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-3 Payment Year 5 $183,625,739.69 Payment Year 6 $183,625,739.69 Payment Year 7 $183,625,739.69 2. The sub funds within the Attorney Fee Fund shall include the Common Benefit Fund and the Contingency Fee Fund. The Cost Funds shall include the MDL Expense Fund, and the Litigating Subdivision Cost Fund. The State Counsel Fee Fund and the State Cost Fund shall be separate funds under the control of the Settling States. 3. The Contingency Fee Fund and the Common Benefit Fund shall be administered by a Fee Panel to be appointed by the MDL Court that will be governed by the provisions of this Fee Agreement and shall design the process and procedures for the allocation of fees pursuant to this Fee Agreement and the MDL Court’s Order. The Cost Funds shall be administered by the Cost and Expense Fund Administrator to be appointed by the MDL Court who will be governed by the provisions of this Fee Agreement and shall design the process and procedures for the allocation of costs pursuant to this Fee Agreement and the MDL Court’s Order. 4. The fees and costs to be paid under this Fee Agreement are available for Attorneys engaged in Qualifying Representations only. Fees and costs to be paid under this Fee Agreement are not available prior to the Effective Date of the Distributor Agreement or if the Distributor Agreement does not proceed past the Settling Distributors’ determination in Section VIII.A of the Distributor Agreement. Fees and costs to be paid under this Fee Agreement are not available for representation of Non- Participating Subdivisions or Non-Litigating Subdivisions and are not available for representation of private hospitals, third-party payors, NAS claimants, personal injury/wrongful death claimants, or any entity other than Participating Litigating Subdivisions. In addition, fees and costs under this Fee Agreement are not available for representation of any individual or entity in matters other than those claims against Released Entities, but may include a reasonable share of representations that involve development of facts for pursuit of opioid-related claims against multiple defendants in the pharmacy, manufacturing, and distribution chain. 5. Payments due to the Attorney Fee Fund and the Cost Funds from the Settling Distributors under this Section II will be allocated among the Settling Distributors as follows: McKesson — 38.1%; Amerisource — 31.0%; Cardinal — 30.9%. A Settling Distributor’s sole responsibility for payments under this Fee Agreement shall be to make its share of each payment. The obligations of the Settling Distributors in this Fee Agreement are several and not joint. No Settling Distributor shall be responsible for any portion of another Settling Distributor’s share. B. Attorney Fee Fund and Sub Funds. 1. There shall be a split of the Attorney Fee Fund into the Contingency Fee Fund and the Common Benefit Fund. The split shall be 40% to the Contingency Fee Fund and 60% to the Common Benefit Fund. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-4 2. In no event shall Settling Distributors be required to pay more into the Attorney Fee Fund in any Payment Year than the maximum amount specified for that Payment Year in Section II.A.1, which amounts are reflected in Exhibit M to the Distributor Agreement. The amounts allocated to the Contingency Fee Fund and the Common Benefit Fund set by the Fee Panel shall be subject to the reductions and offsets set forth below. 3. Awards of fees from the Contingency Fee Fund shall be available to Attorneys with Qualifying Representations of Participating Litigating Subdivisions eligible to receive an allocation under the Distributor Agreement, as set forth in Exhibit G to the Distributor Agreement, and shall be made applying the Mathematical Model attached as Exhibit A to this Fee Agreement (“Mathematical Model”). The collection of the data and calculations for the Mathematical Model has been a cooperative effort among private counsel for a large number of Litigating Subdivisions. The analysis has been spearheaded by Joseph Tann and Andrew Arnold. The Fee Panel is encouraged to continue working with those counsel in application of the Model. The Fee Panel shall oversee the application of the Model and resolve any questions or disputes concerning the eligibility of an Attorney to participate as required in Section II.G. The Panel is empowered to hear disputes concerning and ensure the accuracy of the mathematical calculation. 4. As to awards from the Contingency Fee Fund, there shall be no right of appeal. 5. Any appeal of an award of the Fee Panel from the Common Benefit Fund will be made to the MDL Court and be reviewed under an abuse of discretion standard. C. Common Benefit Fund. (60% of the Attorney Fee Fund.) 1. Funds in the Attorney Fee Fund shall be allocated to the Common Benefit Fund according to the schedule set forth below, subject to the adjustments described in Section II.C.5. The payments are to be made on the following yearly schedule, subject to the adjustments set forth below: Payment Year 1 $81,626,627.22 Payment Year 2 $90,560,946.75 Payment Year 3 $162,495,266.28 Payment Year 4 $110,175,443.79 Payment Year 5 $110,175,443.79 Payment Year 6 $110,175,443.79 Payment Year 7 $110,175,443.79 Total: $775,384,615.41 AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-5 2. The Common Benefit Fund shall be available to compensate Attorneys engaged in Qualifying Representations of Participating Litigating Subdivisions who: a. have performed work for the common benefit of all subdivisions pursuant to the guidelines established by Judge Polster set forth in MDL 2804 and the Order dated June 19, 2018, under docket number 636, which is included herein by reference; and b. satisfy the eligibility criteria set forth in Section II.G. For purposes of Common Benefit Fund distribution, notwithstanding Section II.A.4 above, Attorneys representing Tribal Nations litigating against the Settling Distributors that have reached a settlement for Released Claims with Settling Distributors and/or Released Entities and meet the eligibility criteria in Section II.G shall be eligible. 3. The Common Benefit Fund shall be overseen by the Fee Panel, which shall determine the allocation of funds to eligible Attorneys consistent with this Fee Agreement and the June 19, 2018 Order. 4. In assessing the benefits that an Attorney has conferred to Participating Subdivisions (including non-Litigating Subdivisions) and/or Tribal Nations for purposes of any compensation decision, the Fee Panel shall give significant weight to the extent to which (i) the Attorney and his or her clients have contributed to increasing (or reducing) the Initial Participation Tier achieved through participation in the Distributor Agreement; (ii) the Attorney and his or her clients have contributed to increasing (or reducing) the amounts achieved under Incentive Payments A-D through participation in the Distributor Agreement; and (iii) the Attorney and his or her clients have contributed to the potential triggering of any suspension, reduction, or offset of Payment amounts under the Distributor Agreement. The Fee Panel may also consider additional fee recoveries the Attorney may potentially obtain, including, but not limited to, from State Back-Stop Agreements, representations of States or Tribal Nations, representations of other clients in opioids-related matters, or through the representation of Subdivision clients, whether they participated in the Distributor Agreement or not. It is the intent of this provision to recognize that the goal of the Distributor Agreement is to provide for maximum participation by the Subdivisions, maximum abatement funding for all Subdivisions nationally, and the maximum peace for Released Entities. Therefore, representing a Non- Participating Subdivision does not further the goal of the Distributor Agreement and should not be considered Common Benefit because it does not increase funds available to Participating Subdivisions’ abatement programs. Representing Later Litigating Subdivisions is antithetical to the Distributor Agreement, detracts from Common Benefit, and is addressed by the ethics opinion discussed in Section II.I.4. The Fee Panel shall consider this concept of “common detriment” set forth in this Section II.C.4 in all of its decisionmaking with respect to the allocation of the Attorney Fee Fund among Attorneys, as well as, in its discretion, any offsets provided to Settling Distributors as set forth in Section II.C.6. The Fee Panel shall consider the totality of the Attorney’s Participating Litigating Subdivisions as compared to the Attorney’s Non-Participating Litigating AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-6 Subdivisions; the Parties recognize that, although the goal is for 100% participation, Attorneys with a higher number of clients have a higher probability of having one or more Non-Participating Litigating Subdivision client. As used in this Section II.C.4, “client” or “representing” a Subdivision shall include any Litigating Subdivision as to which the Attorney has a Fee Entitlement. 5. As set forth in Section II.C.6, the Fee Panel must consider the factors described in Section II.C.4 to determine how and whether to reduce the amounts to be paid by Settling Distributors under this Fee Agreement and to determine how to allocate funds among Attorneys. They may also, at their discretion, consider other factors. Any reduction in payment obligation or credit to be given a Settling Distributor in this Fee Agreement shall be applied against Payment Year 7 and working backwards. Any reduction to an Attorney not credited to Settling Distributors shall be allocated to attorneys whose Litigating Subdivision clients participated in the settlement by the Initial Participation Date. 6. The amounts to be provided as a credit or offset to Settling Distributors from the Common Benefit Fund shall depend on the relevant Participation Tier achieved, set forth in Exhibit H of the Distributor Agreement, as follows: a. At Participation Tier 1 or below, the Common Benefit Fund payments to be paid by Settling Distributors shall be reduced as follows: (i) With respect to any Attorney seeking payment from the Common Benefit Fund, the Fee Panel shall compare the aggregate allocation that Participating Litigating Subdivisions with which the Attorney has a Fee Entitlement would receive using the negotiating class allocation metrics with the aggregate amount that all Litigating Subdivisions (Participating and Non-Participating) with which the Attorney has a Fee Entitlement would receive using the negotiating class allocation metrics, provided that only Litigating Subdivisions in Settling States shall be considered for this ratio. The Fee Panel will multiply the amount to be paid to that Attorney from the Common Benefit Fund by that ratio, reduce the Attorney’s award by a maximum reduction of 15%, and the dollar amount of such reduction shall be deducted, dollar-for- dollar, from the amount owed by Settling Distributors to the Common Benefit Fund of the Attorney Fee Fund. (ii) In the event that any Non-Participating Subdivision that is (a) under the jurisdiction of the MDL Court or (b) represented by an Attorney that is obligated to pay into the MDL Common Benefit Fund pursuant to a Participation Agreement, an order of the MDL Court, or any other arrangement settles with or wins a judgment against a Released Entity separate from the Distributor Agreement, and such settlement or judgment results in a common benefit fee assessment or fee payment into the MDL Common Benefit Fund during the time of Settling Distributors’ obligation to pay fees under this Fee Agreement, Settling Distributors’ AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-7 obligation to pay into the Common Benefit Fund shall be reduced dollar- for-dollar for any amount of such fee assessments or payments (in the aggregate based on all reductions in this Section II.C.6.a.ii that exceed the reductions in Section II.C.6.a.i). (iii) For the avoidance of doubt, in Tier 1 for each settlement or judgment with the Settling Distributors that results in an assessment or payment to the MDL Common Benefit Fund, that payment shall result in an offset for the Settling Distributors, unless the assessment or payment occurs after the Payment Date for Year 7. b. At Participation Tier 2, the Common Benefit Fund payments to be made by Settling Distributors shall be reduced only as follows: (i) Reduction by the Fee Panel. With respect to all Attorneys making an application that seeks payment from the Common Benefit Fund, the Fee Panel shall, following a determination that an Attorney is eligible under Section II.G, apply the criteria specified in Section II.C.4 in determining whether the lack of participation by Subdivisions with which an Attorney has a Fee Entitlement has resulted in a reduction in the Participation Tier achieved, reduction in benefit to Participating Subdivisions as a result of reductions in Incentive Payments A-D, and/or potential triggering of a suspension, reduction or offset under the Distributor Agreement. If the Fee Panel concludes that such a reduction has occurred, it must consider (1) the relative size of the Non- Participating Subdivision, as adjusted by the severity measures reflected in Exhibit H (governing the Participation Tiers) of the Distributor Agreement, and the impact of its non-participation on the Distributor Agreement as a whole (including amounts of Incentive Payments and triggering of suspensions, reductions or offsets); (2) whether and by how much the payment to the Attorney from the Common Benefit Fund should be reduced as a result of the impact of such non-participation on Participating Subdivisions; and (3) whether some or all of said reduction should revert to Settling Distributors due to the reduction in peace obtained from the Distributor Agreement. Consideration of the factors discussed in this Section II.C.6.b.i and Section II.C.4 is mandatory. The decision whether to (and by how much to) reduce payments by Settling Distributors or to reduce the payment to any Attorney based on the factors in Section II.C.4 shall be in the sole discretion of the Fee Panel. (ii) Offsets. (1) In the event that any Non-Participating Subdivision that is (a) under the jurisdiction of the MDL Court or (b) represented by an Attorney that is obligated to pay into the MDL Common Benefit Fund pursuant to a Participation Agreement, an order of the MDL Court, or any other arrangement AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-8 settles with or wins a judgment against a Released Entity separate from the Distributor Agreement, and such settlement or judgment results in a common benefit fee assessment or fee payment into the MDL Common Benefit Fund during the time of Settling Distributors’ obligation to pay Common Benefit Fees under this Fee Agreement, Settling Distributors’ obligation to pay into the Common Benefit Fund shall be reduced dollar-for-dollar up to the amount of the fee assessment or payment, except that such amount shall be capped at 7.5% of the amount of the settlement or judgment. Such reduction shall be taken first from Payment Year 7 of Settling Distributors’ payments to the Common Benefit Fund of the Attorney Fee Fund up to the full amount of Settling Distributors’ payment obligation in Payment Year 7, then from Payment Year 6, and so on. (2) For the avoidance of doubt, for each settlement or judgment with the Settling Distributors that results in an assessment or payment to the MDL Common Benefit Fund, that payment shall result in an offset for the Settling Distributors, unless the assessment or payment occurs after the Payment Date for Payment Year 7. c. At Participation Tier 3, the reductions to the Attorney Fee Fund shall be the same as set forth in Section II.C.6.b, except that the cap on each offset shall be 5% of the amount of such settlement or judgment. d. At Participation Tier 4, there shall be no reductions to the Settling Distributors’ obligations to make payment into the Common Benefit Fund, but the principles set forth in Section II.C.4 shall continue to apply. D. Contingency Fee Fund. (40% of the Attorney Fee Fund.) 1. Funds from the Attorney Fee Fund shall be allocated to the Contingency Fee Fund on the following yearly schedule, subject to the adjustments set forth below: Payment Year 1 $54,417,751.48 Payment Year 2 $60,373,964.50 Payment Year 3 $108,330,177.52 Payment Year 4 $73,450,295.88 Payment Year 5 $73,450,295.88 Payment Year 6 $73,450,295.88 Payment Year 7 $73,450,295.88 Total: $516,923,077.32 AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-9 2. The Contingency Fee Fund shall be available to compensate Attorneys engaged in Qualifying Representations of Participating Litigating Subdivisions that meet the criteria set forth in Section II.G. 3. The Contingency Fee Fund shall be available to Attorneys who: a. represent Litigating Subdivisions that are Participating Subdivisions, whether their actions are filed in state or federal court; and b. meet the eligibility criteria of Section II.G. c. Participation in the Contingency Fee Fund by counsel that have a case that is not subject to the jurisdiction of the MDL Court shall not create, provide, or waive jurisdiction of the MDL Court over that Litigating Subdivision, that case or Attorneys, other than to oversee the fairness of the distribution process, and enforcement of this Fee Agreement. 4. The amounts owed by Settling Distributors to the Contingency Fee Fund shall depend on the relevant Participation Tier set forth in Exhibit H of the Distributor Agreement as follows: a. At Participation Tiers 1, 2 and 3, the Contingency Fee Fund payments shall be reduced as follows: (i) For Non-Settling States, the Contingency Fee Fund payments shall first be reduced by the amounts identified by the Fee Panel, pursuant to Section II.H.6, that would have been owed to counsel for Litigating Subdivisions in Non-Settling States, had those States and those Litigating Subdivisions been Settling States and Participating Subdivisions. (ii) Following the calculation in Section II.D.4.a.i, the Contingency Fee Fund payments shall be reduced to reflect the non- joinder of Litigating Subdivisions in Settling States by subtracting the amounts identified by the Fee Panel, pursuant to Section II.H.6, that would have been owed to counsel for Non-Participating Litigating Subdivisions in Settling States had such Litigating Subdivisions been Participating Subdivisions. b. At Participation Tier 4, there shall be no reductions in the Contingency Fee Fund. c. In the event that the Settling Distributors, prior to the Effective Date of the Distributor Agreement, settle with any Litigating Subdivision and, under such settlement agreement pay attorneys’ fees, the Fee Panel shall treat those Litigating Subdivisions as Participating Litigating Subdivisions and, applying the same criteria applicable to all Attorneys for Participating Litigating AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-10 Subdivisions, determine what amount they would have been paid from the Contingency Fee Fund if they had become Participating Subdivisions under the Distributor Agreement without such prior settlement. That sum, rather than being paid to the Attorney for the previously settled Litigating Subdivision, shall be credited and/or returned to the Settling Defendants as if determined under Section II.D.4.a.ii above, except that such credit shall not be greater than the amount to the Attorneys paid under the Litigating Subdivision’s prior settlement agreement. E. Litigating Subdivision Cost Fund. 1. The Settling Distributors shall pay $120,000,000 into the Subdivision Cost Fund, according to the schedule set forth below: Payment Year 1 $40,000,000 Payment Year 2 $40,000,000 Payment Year 3 $40,000,000 2. The Litigating Subdivision Cost Fund shall be available to compensate Attorneys for costs and expenses arising out of representation of Participating Litigating Subdivisions or to compensate Participating Litigating Subdivisions for direct in-house costs for expenditures related to their litigation against the Settling Distributors, including the cost of in-house employees. No funds in the Litigating Subdivision Cost Fund may be used to compensate the costs incurred by Non-Participating Subdivisions or Non- Litigating Subdivisions or costs and expenses arising out of representation of any such Subdivision. In allocating the Litigating Subdivision Cost Fund, the Administrator shall not allocate any funds for costs incurred after July 21, 2021. 3. During the period between July 21, 2021, and the Effective Date, the MDL PEC, as well as Litigating Subdivisions eligible to claim costs from the Litigating Subdivision Cost Fund shall make best efforts to cease litigation activity against Settling Distributors, including by jointly seeking stays or severance of claims against the Settling Distributors, where feasible, or postponements if a motion to stay or sever is not feasible or is denied, so long as such actions are not otherwise detrimental to the Litigating Subdivision. 4. In the event that the Settling Distributors, prior to the Effective Date of the Distributor Agreement, settle with any Litigating Subdivision and, under such settlement agreement pay costs to the Litigating Subdivision or its Attorney, the MDL Cost and Expense Fund Administrator shall treat those Litigating Subdivisions as Participating Litigating Subdivisions and, using the same criteria applicable to all applicants to the Subdivision Cost Fund, determine what amount in costs the Litigating Subdivision or its Attorney would have been paid from the Litigating Subdivision Cost Fund if it had settled under the Distributor Agreement. That sum, rather than being paid to the Attorney or the previously settling Litigating Subdivision, shall be credited and/or returned to the Settling Defendants, except that such sum shall not be greater than the amount paid under the previously settled Litigating Subdivision’s settlement agreement. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-11 5. The MDL Court shall appoint a Cost and Expense Fund Administrator, who shall develop a process and criteria, with input from participating counsel, by which to (a) determine the distribution of amounts from the MDL Expense Fund in pursuit of the claims against Settling Distributors; and (b) receive and evaluate applications from Participating Litigating Subdivisions, whether filed in Federal Court or State Court, to seek reimbursement from the Litigating Subdivision Cost Fund for eligible costs under Section II.E.2 in pursuit of the claims against the Settling Distributors. The Cost and Expense Fund Administrator shall require transparency from all applicants as to any other sources for compensating Attorneys for Litigating Subdivisions for costs incurred. The Cost and Expense Fund Administrator shall be compensated from the Fund. 6. In the event that the total amount of reimbursements from the Litigating Subdivision Cost Fund approved as reasonable by the Cost and Expense Administrator is less than the $120,000,000, any remaining funds shall revert to the Settling Distributors. F. MDL Expense Fund. 1. In Payment Year 1 of the Distributor Agreement, the Settling Distributors shall pay the following amount into the MDL Expense Fund: MDL Expense Fund $40,384,615 2. The MDL Expense Fund shall be released following the Effective Date of this Fee Agreement without any delay to reimburse the MDL Counsel for an agreed-to portion of the expenses incurred, as approved by the Cost and Expense Fund Administrator. The MDL Expense Fund will be paid directly to the MDL Cost Account, set up by MDL Order and will be administered under the ongoing jurisdiction of the MDL Court, as provided below. No funds may be used to compensate the costs incurred by Non-Participating Subdivisions or to compensate any Attorney for costs incurred in representing one or more Non-Participating Subdivisions. 3. In allocating the MDL Expense Fund, the Administrator shall not allocate any funds for costs incurred after July 21, 2021, unless the Administrator determines that there are sufficient funds to cover all subdivision costs incurred prior to July 21, 2021 and that special circumstances exist to justify costs incurred following the public announcement of the Distributor Agreement. G. Eligibility. 1. It is the intention of all parties participating in the Fee Panel process that there should be total transparency to the Fee Panel and to all fund participants. In connection with the process to be developed by the Fee Panel, any and all monies in attorney’s fees, including referral fees, expenses paid, promises for payment, or any other Fee Entitlement, to any applicant in any opioid litigation shall be disclosed to the Fee Panel as a condition of participating in the Attorney Fee Fund and prior to an award from the Fee Panel. Any payment, expectation of payment or perceived entitlement to participate in a State Back-Stop Agreement or any other agreement reached with a AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-12 Settling State or any Subdivision or any other source regarding payment of fees must be disclosed to the Fee Panel. Similarly, any right to payment from any other fund, for example a fund for payment to lawyers representing Settling States or Tribal Nations or Subdivisions shall be disclosed to the Fee Panel. Because it is anticipated that there will be multiple firms listed on contingent fee agreements with Litigating Subdivisions, the Fee Panel shall establish procedures, with input from Attorneys for Participating Litigating Subdivisions, for who should petition for fees from such groups and to whom the fee shall be paid and thereafter distributed to co-counsel in accordance with applicable agreements. For the avoidance of doubt, all Attorneys that are part of such groups must meet the eligibility criteria in Section II.G, must be subject to the criteria set forth in Section II.C.4, and must be disclosed to the Fee Panel. 2. An Attorney may apply for and recover attorneys’ fees from the Common Benefit Fund, the Contingency Fee Fund, and the Litigating Subdivision Cost Fund and any fund created by a past or future State Back-Stop Agreement, provided the Attorney satisfies the requirements relevant to each such fund and requirements for disclosure to the Fee Panel. 3. An Attorney may not receive any payment from the Attorney Fee Fund (which includes both the Contingency Fee Fund and the Common Benefit Fund) unless the following eligibility criteria are met and annually certified by the Attorney: a. The Attorney must expressly waive the enforcement against the Litigating Subdivision client of all Fee Entitlements (other than under State Back- Stop Agreements) arising out of or related to any or all Qualifying Representations of any Participating Litigating Subdivision prior to applying for attorneys’ fees from the Attorney Fee Fund or costs from the Cost Funds. All applications for attorneys’ fees or costs under this Fee Agreement shall include an affirmation by the Attorney of such waiver and notice to the client(s) of such waiver. Such waiver shall not preclude the Attorney from submitting such Fee Entitlements to the Fee Panel as a factor for consideration in allocating payments from the Attorney Fee Fund or in connection with a State Back-Stop Agreement. For the avoidance of doubt, no Attorney may recover fees under this Fee Agreement unless the Attorney expressly agrees not to enforce Fee Entitlements as to each and every Participating Litigating Subdivision represented by that Attorney, but such Attorneys may participate in and receive funds from a State Back-Stop Agreement. b. The Attorney must represent that s/he has no present intent to represent or participate in the representation of any Later Litigating Subdivision or any Releasor with respect to Released Claims against Released Entities. c. The Attorney must represent that s/he has not and will not engage in any advertising or solicitation related to Released Claims against Released Entities where such advertising or solicitation relates to a representation that the Attorney could not undertake consistent with the ethics opinion referenced in Section II.I.4. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-13 d. The Attorney must represent s/he will not charge or accept any referral fees for any Released Claims brought against Released Entities by Later Litigating Subdivisions. For the avoidance of doubt, this representation shall not prohibit Attorneys from receiving allocated shares of any future common benefit assessments arising out of settlements or judgments with Later Litigating Subdivisions represented by other Attorneys that are the result of the MDL Court’s Common Benefit order. e. The Attorney may not have and must represent that s/he does not have a Fee Entitlement related to a Later Litigating Subdivision. f. The Attorney must certify that s/he has reviewed the ethics opinion referenced in Section II.I.4 and will act in conformity with such opinion. g. The Attorney must fully disclose the participation, or the anticipation of participation, in any agreement with a Settling State or Participating Subdivision concerning fees arising out of or related to the Distributor Agreement, including any fees paid or anticipated to be paid or any State Back-Stop Agreement. h. The Attorney must identify for the Fee Panel whether s/he utilized state litigation work product or MDL work product, including but not limited to ARCOS data, document repositories, experts developed in the MDL, and deposition transcripts. The Attorney must identify whether s/he signed the MDL Participation Agreement, and for which case(s) it was signed. i. Any Attorney who applies for fees from one or both Funds must represent that, having exercised his/her independent judgment, s/he believes the Distributor Agreement to be fair and will make or has made best efforts to recommend the Distributor Agreement to his or her Subdivision clients in Settling States. For the avoidance of doubt, each Attorney is expected to exercise his or her independent judgment in the best interest of each client individually before determining whether to recommend joining the settlement. All applications for attorneys’ fees or costs under this Section II shall include an affirmation by the Attorney in compliance with this Section II.G. 4. No Attorney receiving fees under this Fee Agreement may apply for or recover from the Attorney Fee Fund fees arising from representing a Non-Settling State or a Non-Participating Subdivision. All applications for attorneys’ fees under this Section II shall include an affirmation by the Attorney of compliance with this Section II. 5. An Attorney who has filed an application under this Section II and received an award of attorneys’ fees shall provide a certification of compliance this Fee Agreement annually during the years upon which they are still entitled to receive attorneys’ fee payments. 6. If, at any time, the Attorney is unable to make the representations set forth in this Section II.G.3, such representations become untrue, or the Attorney falsely AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-14 represents compliance with the eligibility criteria, the Attorney shall cease to be eligible to receive funds from the Attorney Fee Fund until further review by the Fee Panel of the Attorney’s eligibility under and compliance with this Section II. 7. If an Attorney has a Fee Entitlement from a Later Litigating Subdivision or otherwise becomes unable to reaffirm compliance with the eligibility criteria set forth above, the Attorney shall notify Settling Distributors and the Fee Panel. For the avoidance of doubt, any Attorney who undertakes any new representation of, or has a Fee Entitlement to, a Later Litigating Subdivision shall be prohibited from receiving any future funds from the Attorney Fee Fund. If an Attorney fails to notify Settling Distributors and the Fee Panel of such Fee Entitlement to a Later Litigating Subdivision, the Attorney shall be required to refund amounts previously paid. 8. In the event that an Attorney is deemed ineligible by the Fee Panel (whether based on its initial application or subsequent recertification), the Fee Panel shall provide notice to the Attorney and give the Attorney 30 days to provide additional information such that the Fee Panel could reconsider the Attorney’s eligibility. 9. To the extent that an Attorney has a Fee Entitlement with a Participating Subdivision and is authorized to bring Released Claims against Released Entities, but such authorization is, in scope, less broad than the category of Released Claims set forth in the Distributor Agreement, such Attorney may participate fully in both the Contingency Fee Fund and the Common Benefit Fund, without any reduction imposed by the Fee Panel due to the scope of the authorization, so long as the Participating Subdivision fully releases all Released Claims against Released Entities. 10. Attorneys applying to the Attorney Fee Fund knowingly and expressly agree to be bound by the decisions of the Fee Panel, subject to the limited appeal rights set forth in this Fee Agreement, and waive the ability to assert the lack of enforceability of the allocation reached through the arbitration procedures outlined herein. H. Calculation of Amounts Due. 1. The Fee Panel shall be solely responsible for determining the amount of fees to be paid to each Attorney and each Participating Subdivision that applies under this Section II. None of the Released Entities shall have any responsibility, obligation, or liability of any kind whatsoever with respect to how attorneys’ fees are calculated under this Section II, except that the Fee Panel may receive information from the Settling Distributors (a) as to the identity of Participating, Non-Participating, Litigating, Later Litigating, and Non-Litigating Subdivisions; (b) the impact of non-participation by a Litigating Subdivision as is relevant to the Fee Panel’s determination in Section II.C.4; and (c) such other information as Settling Distributors may voluntarily elect to provide. 2. The Fee Panel shall establish procedures for the arbitration process consistent with this Fee Agreement and orders of the MDL Court. Such procedures may include submission of documentary and/or other evidence, interviews with applicants and/or other counsel (including counsel for Settling Distributors) that the Fee Panel AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-15 deems appropriate, and/or other means of creating a record upon which fee awards will be based. 3. In making determinations under this Fee Agreement, the Fee Panel must apply the eligibility criteria set forth in Section II.G of this Fee Agreement and the criteria set forth in Section II. In addition, the Fee Panel will give consideration in regard to Common Benefit awards to the Johnson factors, as well as the following factors (which factors may be applied and given relative weight in the Fee Panel’s discretion): a. The Attorney’s contemporaneously recorded time and labor dedicated to Qualifying Representations along with the Attorney’s financial commitment to such Qualifying Representations. Claimed “time” will not be automatically accepted by the Fee Panel but will be critically reviewed and given substantially more weight and consideration if such time was subject to the audit process described in any Pretrial Order(s) governing the collection of common benefit time; b. The novelty, time, and complexity of the Qualifying Representations; c. The skill requisite to perform legal services properly and undesirability of the case; d. The preclusion of other employment by the Attorney due to time dedicated to Qualifying Representations; e. The “common benefit,” if any alleged to have been conferred by the Attorney and whether such common benefit work product by that Attorney was used by others in parallel litigations against Released Entities whether within or outside the MDL, provided that for any Attorney claiming that s/he substantially benefited cases other than those in which s/he entered an appearance as counsel must substantiate such claims by proffering factual support, such as proper supporting affidavits or other documents as determined by the Fee Panel with input from Attorneys for Participating Litigating Subdivisions; f. Any “common detriment,” as set forth in Section II.C.4. g. Any contingent fee agreements or other Fee Entitlement with Participating Subdivisions, enforcement of which, except for State Back-Stop Agreements, are waived in conjunction with the application, the nature and extent of any work for those Participating Subdivisions, whether such Participating Subdivisions actively litigated and, if so, the nature and procedural history of such case(s); h. The experience, reputation, and ability of the Attorney; i. Whether the Attorney’s clients brought Released Claims against Released Entities; AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-16 j. The status of discovery in cases primarily handled by the Attorney; k. The nature of any work by the Attorney on “bellwether” cases or cases that were similarly active in litigation; l. Any pressure points successfully asserted by the Attorney in cases against Settling Distributors or any risk for Settling Distributors created by the Attorney in cases against them; m. Any risk for defendants created by applicants in cases against the Setting Distributors; n. Successful and unsuccessful motion practice in cases worked on by the Attorney; o. The date of filing of any cases filed by the Attorney; p. Obtaining consolidation of the litigation in the Attorney’s jurisdiction; q. The number and population of entities represented by the Attorney and the fees that would have been awarded under extinguished contingent fee arrangements; r. Whether the Attorney’s clients brought claims against the Settling Distributors; s. Whether the Attorney has had a leadership role in the litigation, whether in state or federal court; t. Whether the Attorney has had a leadership role in any negotiations aimed at resolving the litigation; u. Whether the Attorney’s cases have survived motions to dismiss; v. The extent to which the Attorney contributed to the work product user for the common benefits of opioids litigants, including, without limitation, work on ARCOS data, Prescription Data Monitoring Programs, IQVIA data, depositions, document production and analysis experts, motions, briefs and pleadings, trial preparations, and trials; w. The extent to which litigation was done prior to and contributed to completion of settlement negotiations, as distinct from litigation that was done litigating after the announcement of the Distributor Agreement, such latter litigation both being of less value and potentially resulting a common detriment to the settlement process; and AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-17 x. Any other factors that the Fee Panel finds to be appropriate to consider after input from applicants to the Attorney Fee Fund. 4. The Fee Panel shall develop procedures for receiving a single application, which may be updated or amended based on new information (such as participation by additional Litigating Subdivisions) from each Attorney seeking compensation from the Attorney Fee Fund, procedures shall not be inconsistent with this Fee Agreement. Any request for attorneys’ fees not included on the single application or through the updating/amendment process designed by the Fee Panel shall be deemed waived. For purposes of transparency and to permit the Fee Panel to conduct its work, the application from each Attorney shall, at a minimum, require each Attorney to: a. Identify all Litigating Subdivisions for which s/he is seeking payment from the Attorney Fee Fund; b. Identify all Subdivisions in both Settling and Non-Settling States with respect to which s/he has a Fee Entitlement with respect to Relevant Claims against Released Entities, and identify all co-counsel in such cases; c. Identify which of those Subdivisions are Participating Subdivisions and which are not; d. Specify the specific fund or funds within the Attorney Fee Fund from which the Attorney is seeking compensation; e. Demonstrate his or her eligibility for compensation from the relevant sub funds within the Attorney Fee Fund pursuant to the criteria set forth for the relevant sub fund; and f. Identify any and all Fee Entitlements from representations of States, Tribal Nations, or other plaintiffs related to Released Claims against Released Entities or in opioids-related matters. Notwithstanding Sections II.H.4.a-f above, the Panel may consider a supplemental application if the Attorney shows good cause why circumstances exist that will lead to consideration for additional Common Benefit award. Examples would include, but are not limited to, an Attorney having Non-Participating Litigating Subdivision clients that subsequently become Participating Subdivisions, a Bar Date passes that increases participation or the Participation Tier or an Allocation Agreement is reached. 5. With respect to the Common Benefit Fund, the Fee Panel shall (subject to any applicable MDL Court Order): a. Review the applications of all Attorneys seeking compensation from the Common Benefit Fund, including determining eligibility for each Attorney as set forth in Section II.G. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-18 b. Reduce, on an annual basis, the Distributor’s payment obligations, as set forth in Section II.C.6. The Panel shall inform the Settling Distributors and the MDL PEC of all such amounts and adjust the Settling Distributors’ payment obligations accordingly. c. Using criteria set forth in Sections II.C and II.G, allocate amounts from the Common Benefit Fund to eligible Attorneys, including payment amounts for each Payment Year. In making such allocations (regardless of the Participation Tier achieved), the Panel shall apply the principles set forth in Section II.C.4 and shall allocate any reduction in the payments of Settling Distributors specified in Section II.C.6 to the amounts paid to Attorneys with a Fee Entitlement to Litigating Subdivisions that are not Participating Subdivisions. 6. With respect to the Contingency Fee Fund, the Fee Panel shall: a. Review the applications of all Attorneys seeking compensation from the Litigating Subdivision Fee Fund, including determining eligibility for each Attorney as set forth in Section II.G. b. Apply the Mathematical Model in Exhibit A. c. Use such allocations to reduce payments, on an annual basis, the payment obligations of the Settling Distributors to the Attorney Fee Fund as set forth in Section II.D.4, and distributions therefrom, and inform the Settling Distributors and MDL PEC of all such adjustments. 7. To the extent that there is a dispute about the calculations of the Fee Panel related to the amounts that Settling Distributors are required to pay (including application of any reductions or offsets under this Fee Agreement), such disputes shall be presented to the Fee Panel and any disputed funds be paid into/held in escrow. The Fee Panel shall resolve such disputes expeditiously, with either Party having the right to seek review from the MDL Court. 8. For purposes of determination of fee or cost awards, allocations, reductions and possible reversions under this Fee Agreement, unless specified otherwise a Subdivision will be considered a Non-Participating Subdivision if it is not a Participating Subdivision as of the deadline for the application for the fee or cost award at issue (or, if the determination does not involve a specific application, the date on which the record for such determination closes). 9. In the event that the Fee Panel, through the use of the Mathematical Model set forth in Exhibit A, allocates funds from the Contingency Fee Fund for an Attorney based on a Qualifying Representation of a Participating Litigating Subdivision or allocates cost to such Participating Litigating Subdivision and that Subdivision is in a Settling State in which the Consent Judgment has not been approved, such funds shall be placed into escrow until the Consent Judgment is approved, after which time they shall be released. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-19 I. Miscellaneous. 1. The costs associated with the Fee Panel prior to the Effective Date of this Fee Agreement shall be funded by Settling Distributors. The Fee Panel shall charge an hourly rate that has been previously approved by a federal or state court and shall provide a budget and a cap for such work prior to the Effective Date, which shall be approved by Settling Distributors and such approval shall not be unreasonably withheld. Settling Distributors shall receive a refund for any such payment of pre-Effective Date costs from interest that accrues on the monies in the Attorney Fee Fund (including interest that accrues during such time as the Attorney Fee Fund monies are in escrow prior to the Effective Date of the Distributor Agreement), up to the amount of such costs. Post- Effective Date, the cost of the Fee Panel shall be charged against the applicable Fee Fund based on allocation by the Fee Panel and shall not be otherwise funded by Settling Distributors. The costs associated with the Cost and Expense Fund Administrator shall be paid from funds in the MDL Expense Fund and the Litigating Subdivision Cost Fund and shall not be otherwise funded by Settling Distributors. 2. The MDL PEC will seek, and the Attorneys General for Settling States and the Settling Distributors will not oppose, a Common Benefit Fee Order requiring an assessment of 7.5% on the gross recovery (by judgment or settlement) of any Non- Participating Subdivision that is subject to the federal court jurisdiction, represented by a MDL PEC firm, represented by any Attorney receiving fees from the Common Benefit Fund, represented by any Attorney that signed a Participation Agreement or paid in a case otherwise under the jurisdiction of the MDL Court. 3. The MDL PEC shall provide to Settling Distributors information they have that identifies Attorneys who represent Litigating Subdivisions who are not Participating Subdivisions and who have an obligation to pay a common benefit assessment, either due to the MDL Court’s orders or to having signed a Participation Agreement. 4. The MDL PEC shall retain ethics counsel of its choice to provide an opinion that addresses the compliance of its ethical obligations, as it relates to the Distributor Agreement. Such opinion shall address the issue of the potential conflict of interest for an Attorney that had represented a Participating Subdivision also representing a Later Litigating Subdivision as defined in the Distributor Agreement. This Section II.I shall be enforceable to the extent permitted by the equivalent to Rules 1.16 and 5.6 of the ABA Model Rules of Professional Conduct in the relevant jurisdictions. The opinion shall be provided to the Settling Distributors as soon as it is completed and, in any event, prior to July 31, 2021 and shall be disseminated to counsel eligible to apply to the Attorney Fee Fund within 30 days of the announcement of the Distributor Agreement. The MDL PEC represents that it will comply with this opinion until the Reference Date and thereafter if the Distributor Agreement proceeds. The cost of such expert work done prior to the Effective Date of the Distributor Agreement shall be funded by Settling Distributors. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-20 5. Participating Subdivisions agree to instruct their counsel to treat information, work product and expert materials as secret under Rule 1.6 of the ABA Model Rules of Professional Conduct. Accordingly, an Attorney shall not share information or work product with, or experts or materials to, non-participants (other than the Attorney’s own current clients or their lawyers, consultants, experts or other representatives or agents). However, nothing herein shall prevent MDL Leadership or PEC Counsel from fulfilling their obligations in any MDL and the MDL Court Order. III. Miscellaneous. A. Termination. If the Distributor Agreement does not proceed past the Reference Date, whether because the Settling Distributors do not determine to proceed or for any other reason, this Fee Agreement shall be null and void, Settling Distributors shall have no obligation to make any payments under this Fee Agreement, and the Settling Distributors and the MDL PEC shall take such steps as are necessary to restore the status quo ante. B. MDL Court Consideration. This Fee Agreement shall be attached as an exhibit to the Distributor Agreement. This Fee Agreement shall also be submitted jointly by the Settling Distributors and the MDL PEC to the MDL Court for approval pursuant to the motion that shall be attached, prior to the Preliminary Agreement Date of the Distributor Agreement, to this Fee Agreement as Exhibit B. 1. In the event that the MDL Court, through an order, makes any change to the amounts potentially to be paid by Settling Distributors under this Fee Agreement, makes any change to the Fee Panel’s consideration of the factors set forth in Section II.C.4, or any other material change to the draft Order attached as part of Exhibit B or the terms of this Fee Agreement, the Settling Distributors and the MDL PEC shall meet and confer concerning such changes. 2. If the Settling Distributors and the MDL PEC are unable to reach agreement and revisions to this Fee Agreement in the event discussed in Section III.B.1, this Fee Agreement shall be null and void, Settling Distributors shall have no obligation to make any payments under this Fee Agreement, and the Settling Distributors and the MDL PEC shall take such steps as are necessary to restore the status quo ante. C. Amendment. Once the MDL Court has entered an order implementing this Fee Agreement, this Fee Agreement can only be amended by (1) written agreement of the Settling Distributors and the MDL PEC and (2) approval by the MDL Court. D. Jurisdiction and Enforcement. The MDL Court shall have exclusive and ongoing jurisdiction over the enforcement and implementation of this Fee Agreement as set forth herein. The MDL PEC shall be the Authorized Party to enforce this Fee Agreement, as to the payment obligations of the Settling Distributors as set forth in this Fee Agreement, and as to Attorneys making application to the Funds under this Fee Agreement. Solely for purposes of assessing or allocating common benefit fees, the MDL Court will continue to have jurisdiction over the work product developed in the MDL Court by and under the direction of the MDL PEC with respect to claims against the Settling Defendants, including data and documents, depositions, expert AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-21 reports, briefs and pleadings; and the MDL Court’s protective orders, management orders, and other decisions regarding such discovery and other work product, including but not limited to, conditions on its use, will continue in full force and effect. Nothing in this Section III.D authorizes the MDL Court to act contrary to this Fee Agreement or to share any of the work product, or provides the MDL Court with jurisdiction over the Distributor Agreement. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-22 Description of Mathematical Model for the Allocation of the Contingency Fee Funds Distributor Settlement Agreement and Janssen Settlement Agreement This document describes the Mathematical Model for allocation of the Contingency Fee Fund described in Exhibit R (Agreement of Attorney’s Fees, Expenses and Costs) to the Distributor Settlement Agreement and the Janssen Settlement Agreement, respectively.19 Awards of fees from the Contingency Fee Funds shall be available to Attorneys with Qualifying Representations of Participating Litigating Subdivisions eligible to receive an allocation under the corresponding agreements.20 A Fee Panel shall oversee the application of the Model and resolve any questions or disputes concerning the eligibility of a counsel to participate. The Panel is empowered to hear disputes concerning and ensure the accuracy of the mathematical calculations. In general terms, allocation of the Contingency Fee Fund shall be made by (1) determining the amount of the Settlement Fund that is attributable to each Litigating Subdivision; (2) making certain adjustments to these amounts based on when the Subdivision filed suit and the terms of the applicable fee contract; and (3) dividing the Contingency Fee Fund proportionately among counsel for each Participating Litigating Subdivision based on the amounts calculated in subpart 2. Each Settling Defendant is responsible only for its own share of payments.21 In other words, to collect a fee award from the Contingency Fee Fund against a Settling Defendant, the Participating Litigating Subdivision must have named the Settling Defendant in its lawsuit. The total amount of the Contingency Fee Fund in the Distributor Settlement Agreement is $516,923,077.22 Amerisource’s share is $160,246,153.97 (31.0%), Cardinal’s share is $159,729,230.89 (30.9%), and McKesson’s share is $196,947,692.46 (38.1%). The total amount of the Contingency Fee Fund in the Janssen Settlement Agreement is $123,076,923.23 More specifically, allocation of each Settling Defendant’s share of the corresponding Contingency Fee Fund shall be made according to the following steps. These steps must be performed separately for each Settlement Agreement, and each Defendant is responsible for paying only its share of the Contingency Fee Fund. These calculations are made only for purpose of determining the percentage share of the Contingency Fee Fund that Attorneys for each Participating Litigating Subdivision should receive, not for determining the dollar amount each Subdivision will receive. 19 See Distributor Settlement Agreement, Exhibit R § II.B.3; Janssen Settlement Agreement, Exhibit R § II.B.3. 20 Distributor Settlement Agreement, Exhibit R § II.B.3; Janssen Settlement Agreement, Exhibit R § II.B.3 21 Distributor Settlement Agreement, Exhibit R § II.A.5. 22 Distributor Settlement Agreement, Exhibit R § II.D.1. 23 Janssen Settlement Agreement, Exhibit R § II.D.1. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-23 (1) For each Settling State, attribute 50% of the settlement funds for that State to its Subdivisions according to the Subdivision Allocation Percentage in Exhibit G to the Distributor Settlement Agreement or Janssen Settlement Agreement, as appropriate. Illustrative example for the Distributor Agreement:  Assume that State A is allocated 1.00000% of the $18,554,013,691.11 Restitution/Abatement amount [see Exhibit M of the Agreement].  50% of the 1% share allocated to State A is $92,770,068.46.  Assume that, per Exhibit G of the Agreement, the Subdivision Allocation Percentage for City B in State A is 1.00000000%.  For purposes of determining its counsel’s share of the Contingency Fee Fund, City B is attributed 1.00000000% of $92,770,068.46, or $927,700.68. (2) Adjust the amounts in paragraph 1 as follows: a. Upward Adjustment for Early Filers. Increase the amount calculated in paragraph 1 above by 10% for any Litigating Subdivision that named the defendant(s) in a suit before December 5, 2017, the date the National Prescription Opiate Litigation MDL was formed. This adjustment must be done individually for each defendant. If the Litigating Subdivision did not name a Settling Defendant in a suit before January 1, 2021, then fees from the Contingency Fee Fund for that defendant will not be awarded to Attorneys with otherwise Qualifying Representations of that Participating Litigating Subdivision. Illustrative Example:  Assume City C is attributed $1,000,000 under paragraph 1 above.  If City C named the defendant(s) before 12/5/2017, the attributed amount would be adjusted to $1,100,000. b. Determine Amount Due under Contingency Fee Contract. Determine the amount that would be due to Attorneys with Qualifying Representations of each Participating Litigating Subdivision under the terms of the applicable fee contract if the Participating Litigating Subdivision were to receive the amount calculated in paragraph 2.a. This amount can be referred to as the Contingency Fee Assumption. Illustrative Example: Continuing the example given in paragraph 2.a, if Attorneys have a 20% contingency fee contract with City C for the relevant litigation, the amount calculated in this step would be 20% of $1,100,000, or $220,000. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-24 In the next step, the Contingency Fee Assumption is used to determine the percentage share of the Contingency Fee Fund due to Attorneys for each Participating Litigating Subdivision. (3) Divide the Contingency Fee Fund proportionately among Attorneys for each Participating Litigating Subdivision in two ways: a. National Fee Pool Calculation. Determine each Litigating Subdivision’s percentage share of all amounts due under contingency fee contracts nationwide by dividing the Contingency Fee Assumption calculated for each Subdivision in paragraph 2.b by the sum of all Contingency Fee Assumptions. Then multiply that percentage by the Contingency Fee Fund to figure each Subdivision’s dollar share of the Contingency Fee Fund (but only for Settling Defendants the Subdivision timely named in a lawsuit).24 Illustrative example for Distributor Settlement Agreement:  $220,000 [from para. 2.b] ÷ $1,800,000,000 [total amount owed under contingency fee contracts nationwide] = 0.012222%25  0.012222% * $516,923,077.32 [Contingency Fee Fund] = $63,179.49 b. Separate State Fee Pools Calculation. Determine each Litigating Subdivision’s percentage share of all amounts due under contingency fee contracts statewide by dividing the Contingency Fee Assumption calculated for each Subdivision in paragraph 2.b by the sum of all Contingency Fee Assumptions in the same State. Then multiply that percentage by the portion of the Contingency Fee Fund that corresponds to that State’s Overall Allocation Percentage, shown in Exhibit F of the relevant Settlement Agreement, to figure each Subdivision’s dollar share of the Contingency Fee Fund (but only for Settling Defendants the Subdivision timely named in a lawsuit). Illustrative example for Distributor Settlement Agreement:  1% * $516,923,077.32 = $5,169,230.77 [amount of the Contingency Fee Fund corresponding to State A] 24 Because a few Litigating Subdivisions named only one or two of the Distributors in a lawsuit before January 1, 2021, each Subdivision’s share of the Contingency Fee Fund is slightly different for each distributor. Therefore, under the Distributor Settlement Agreement, the calculations described in this step need to be made separately for each Settling Defendant. It is shown in a single calculation here for ease of illustration only. 25 In this example, $1.8 billion is the amount theoretically owed under all contingency fee contracts for litigation against distributors as calculated in paragraph 2.b. This amount is illustrative only; the actual amount will not be known until all litigating subdivisions are identified and the terms of all of their contingency fee contracts are collected. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-25  Assume a total of $17,600,000 is owed under contingency fee contracts for State A.  $220,000 [from para. 2.b] ÷ $17,600,000 = 1.25%  1.25% * $5,169,230.77 = $64,615.38 The award of fees to Attorneys with Qualifying Representations of Participating Litigating Subdivisions will be the average of the final amounts calculated in paragraphs 3.a and 3.b above.26 Paragraph 3.a represents allocation based on a proportional share of a National Fee Pool, while paragraph 3.b represents allocation based on a proportional share of the Separate State Fee Pools. In other words, for the National Fee Pool described above in paragraph 3.a, the contingency fee contract rate is compared to all other contingency fee contract rates in the nation. For the Separate State Fee Pools described above in paragraph 3.b, the contingency fee contract terms are compared to the other contingency fee contract terms in that same State. The National Fee Pool and the Separate State Fee Pools are given equal weighting. This is illustrated below. Using the first methodology, Attorneys for two Subdivisions in different States with the same amount calculated under paragraph 2.b would be assigned the same amount under paragraph 3.a. Using the second methodology, Attorneys for the same two Subdivisions would be assigned different amounts under paragraph 3.b because they are in different States. Specifically, the Subdivision in the State with a smaller proportion of Participating 26 The model also enforces a maximum fee award of 20% of the amount calculated in 2.b. This rule is designed to prevent windfalls by addressing over-allocation in a small number of states with relatively few Litigating Subdivisions. An estimated 97% of Qualifying Representations are not impacted this rule. The description in this document of the Mathematical Model is by necessity an abstraction; the precise contours of the calculations are defined in the model itself. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 R-2 Litigating Subdivisions would be allocated more than the Subdivision in the State with a greater proportion of Participating Litigating Subdivisions. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 S-1 EXHIBIT S Agreement on the State Outside Counsel Fee Fund 1. Creation of a State Outside Counsel Fee Fund. The Settling Distributors and the Settling States agree to the creation of a state outside counsel fee fund to pay reasonable attorneys’ fees of Settling States which have retained outside counsel in connection with litigation against the Settling Distributors (such fund, the “State Outside Counsel Fee Fund”). 2. State Outside Counsel Fee Fund Administration. The State Outside Counsel Fee Fund shall be administered separately from the Common Benefit Fund, the Contingency Fee Fund, the State Cost Fund, and the MDL Expense Fund. A committee of Attorneys General shall oversee the State Outside Counsel Fee Fund (the “Fee Fund Committee”). The Fee Fund Committee shall initially consist of the following States: (a) Delaware; (b) Florida; (c) Georgia; (d) Indiana; (e) Michigan; (f) Ohio; and (g) Rhode Island. The Fee Fund Committee shall select a settlement fund administrator, who may or may not be different from the Settlement Fund Administrator (the “Fee Fund Administrator”) and who shall administer the State Outside Counsel Fee Fund according to the guidelines and directives of the Fee Fund Committee. 3. State Outside Counsel Fee Eligibility. To receive any amount from the State Outside Counsel Fee Fund, an outside counsel to a Settling State must have filed and maintained an action in the name of a Settling State or its Attorney General against a Settling Distributor in a state or federal court as of June 1, 2021. No Settling State shall receive funds from both the State Outside Counsel Fee Fund and the Additional Restitution Amount as set forth in Section IX. 4. State Outside Counsel Fee Fund Amount. The Settling Distributors shall pay funds into the State Outside Counsel Fee Fund according to the schedule set forth below, subject to any suspensions, offsets, reductions, or adjustments provided for in the Agreement or described below: Payment Year 1 Payment Date $136,044,379 Payment Year 2 Payment Date $129,230,769 Payment Year 3 Payment Date $17,417,160 5. State Outside Counsel Fee Fund Availability and Calculation of Amount. a. The State Outside Counsel Fee Fund shall be available to compensate private outside counsel for Settling State Attorneys General for approved fees arising out of representation of the Settling State pursuant to the schedule developed by the Fee Fund Committee and provided to the Settling Distributors. b. Fees shall be calculated by adding two components: (a) a fixed amount consisting of fifty percent (50%) of the amount allocated to a Settling State pursuant to Exhibit F multiplied by 4.5%; and (b) a proportional percentage of the remaining fee due under that Settling State’s contract assuming that fifty AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 S-2 percent (50%) of the Settling State’s recovery is allocable to a Settling State (rather than allocable to the Settling State’s Participating Subdivisions) so that the fees of all Settling States (minus the fixed amount that would have been allocated to any Non-Settling States had they become Settling States) exhausts the State Outside Counsel Fee Fund. The proportional share percentage will be the same for each Settling State included in the State Outside Counsel Fee Fund. All amounts paid will be less any costs or fees of the Fee Fund Administrator. 6. Payment by the Fee Fund Administrator. a. If a Settling State’s outside counsel agrees that the amount calculated in Paragraph 5 above either satisfies in full or exceeds the amounts owed to all such Settling State’s outside counsel, then upon written notice waiving all entitlement to any additional fee, the Fee Fund Administrator shall pay that Settling State’s outside counsel the amount that satisfies the Settling State’s obligation in full and, in no event more than (i) such obligation or (ii) the amount pursuant to the calculation and any schedule created by the Fee Fund Committee. b. If a Settling State’s outside counsel does not agree that the amount calculated in Paragraph 5 above either satisfies in full or exceeds the amounts owed by the Settling State, then the Settling State’s share shall be placed in an interest- bearing escrow account (less reasonable expenses of the Fee Fund Administrator) and held unless and until the Settling State and its outside counsel agree in a signed writing to a resolution of the amount outstanding or there is a final judgment entered that is no longer appealable. c. Upon being provided a signed, written agreement or the final non-appealable judgment, the Fee Fund Administrator shall release monies from the State Outside Counsel Fee Fund in either the amount held by the Fee Fund Administrator, if the amount of the agreement or judgment is equal to or more than the amount held, or the amount indicated in the agreement or in the final judgment, if the amount in the agreement or judgment is less than the amount held. d. Nothing herein, including the amounts listed in paragraph 5 above, shall prevent a Settling State from arguing in any proceeding with its outside counsel that (i) its recovery was less than fifty percent (50%) of the recovery in the Settlement Agreement down to and including fifteen percent (15%) of the total recovery; (ii) any payment should be discounted by an appropriate discount rate commensurate to the risk of the Settlement Agreement and the timeline that the Settling State is receiving its payments; (iii) the settlement amount should be lower because the amount a Settling State receives was reduced because such Settling State’s outside counsel failed to obtain joinder from a Settling State’s Subdivision(s) that the outside counsel also AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 S-3 represented; or (iv) any limitation placed by the Settling Distributors bars payment of a higher fee to outside counsel. e. In the event the amount due to the Settling State’s outside counsel from an escrow account is less than the total amount of funds escrowed on the account of the Settling State, the balance shall be paid to the Settling State. In no event, other than a State becoming a Non-Settling State, shall funds revert to a Settling Distributor. f. Amounts owed by Settling Distributors to the State Outside Counsel Fee Fund shall be reduced and/or credited to Settling Distributors by amounts allocated on the above-mentioned schedule for outside counsel in Non-Settling States. 7. Reversion or Reduction of Amounts owed to Non-Settling States. Amounts owed by Settling Distributors to the State Outside Counsel Fee Fund shall be reduced proportionally across payments owed by the Settling Distributors by amounts allocated to the fixed amount on the below schedule for outside counsel in the event that a listed State becomes a Non-Settling State. In the event the Fee Fund Administrator receives part or all of the fixed amount due to a Non-Settling State from a Settling Distributor, the Fee Fund Administrator shall return the amount allocable to that Non-Settling State’s fixed amount to the Settling Distributor. State Allocation Percentage27 Maximum Abatement Amount28 Assumed State Share (50% of Maximum Abatement Amount) Contract Rate Contract Amount Fixed Amount29 Alabama 1.6419290312 % $304,643,737.25 $152,321,868.6 2 TIPAC $17,914,852. 67 $6,854,484.09 Alaska 0.2584550539 % $47,953,786.09 $23,976,893.04 20% $4,795,378.6 1 $1,078,960.19 Arkansas 0.9663486633 % $179,296,463.29 $89,648,231.65 TIPAC $7,982,411.5 8 $4,034,170.42 Delaware 0.4900019063 % $90,915,020.78 $45,457,510.39 21% , 18% $9,546,077.1 8 $2,045,587.97 Florida 7.0259134409 % $1,303,588,941.7 5 $651,794,470.8 8 TIPAC $36,089,723. 54 $29,330,751.1 9 Georgia 2.7882080114 % $517,324,496.17 $258,662,248.0 9 8% $20,692,979. 85 $11,639,801.1 6 27 This is the State allocation provided in Exhibit F. 28 This is calculated by taking the State allocation times the Net Abatement Amount. 29 As provided in Paragraph 5.b, the Fixed Amount is calculated by taking 50% of the maximum abatement amount for a State times 4.5%. Together with a proportional amount to be calculated as provided in Paragraph 5.b, this will be the total fee paid each Settling State. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 S-4 Hawaii 0.3418358185 % $63,424,264.57 $31,712,132.28 17% $5,391,062.4 9 $1,427,045.95 Idaho 0.5254331620 % $97,488,940.82 $48,744,470.41 10% $4,874,447.0 4 $2,193,501.17 Indiana 2.2168933059 % $411,322,687.49 $205,661,343.7 5 TIPAC $13,783,066. 74 $9,254,760.47 Kentucky 2.0929730531 % $388,330,506.82 $194,165,253.4 1 TIPAC $11,958,262. 67 $8,737,436.40 Michigan 3.4020234989 % $631,211,905.76 $315,605,952.8 8 15% $47,340,892. 93 $14,202,267.8 8 Mississipp i 0.8898883053 % $165,109,998.00 $82,554,999.00 TIPAC $8,127,749.9 5 $3,714,974.96 Montana 0.3421667920 % $63,485,673.43 $31,742,836.72 20, 18, and 15% by amount $6,061,425.5 1 $1,428,427.65 Nevada 1.2486754235 % $231,679,409.03 $115,839,704.5 2 19% $22,009,543. 86 $5,212,786.70 New Hampshire 0.6258752503 % $116,124,979.63 $58,062,489.81 27% $15,676,872. 25 $2,612,812.04 New Mexico 0.8557238713 % $158,771,124.24 $79,385,562.12 24% $19,052,534. 91 $3,572,350.30 Ohio 4.3567051408 % $808,343,668.31 $404,171,834.1 5 TIPAC $23,708,591. 71 $18,187,732.5 4 Oklahoma 1.5831626090 % $293,740,207.23 $146,870,103.6 1 25%, 20%, 15%, 10% $34,374,020. 72 $6,609,154.66 Puerto Rico 0.7263201134 % $134,761,533.28 $67,380,766.64 25% $16,845,191. 66 $3,032,134.50 Rhode Island 0.4895626814 % $90,833,526.93 $45,416,763.47 17% $7,720,849.7 9 $2,043,754.36 South Carolina 1.5834654145 % $293,796,389.80 $146,898,194.9 0 TIPAC $21,470,837. 54 $6,610,418.77 South Dakota 0.2169945907 % $40,261,206.07 $20,130,603.03 12% $2,415,672.3 6 $905,877.14 AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 S-5 Utah 1.1889437113 % $220,596,778.97 $110,298,389.4 9 TIPAC Modified by K $14,165,161. 55 $4,963,427.53 Vermont 0.2844241374 % $52,772,093.39 $26,386,046.70 TIPAC $4,888,604.6 7 $1,187,372.10 Washingto n 2.3189040182 % $430,249,769.02 $215,124,884.5 1 Statute $20,000,000. 00 $9,680,619.80 AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 T-1 EXHIBIT T Agreement on the State Cost Fund Administration 1. Creation of a State Cost Fund. The Settling Distributors and the Settling States agree to the creation of a state cost fund to pay litigation costs and expenses associated with litigation and investigation related to the opioid litigation (such fund, the “State Cost Fund”). The State Cost Fund shall be administered separately from the Common Benefit Fund, the Contingency Fee Fund, the State Counsel Fee Fund, and the MDL Expense Fund. 2. State Cost Fund Amount and to Whom Owed. On the Payment Date of Payment Year 1, the Settling Distributors shall pay into the State Cost Fund $56,538,461.00 (the “State Cost Fund Amount”). No funds may be released from the State Cost Fund to Non-Settling States. 3. State Cost Fund Committee. A committee of Attorneys General or their designated representatives (such committee, the “State Cost Fund Committee”) shall oversee the State Cost Fund. The committee shall initially consist of the following States: (a) Delaware; (b) Florida; (c) Georgia; (d) New York; (e) North Carolina; (f) Ohio; (g) Tennessee; and (h) Texas. The Attorneys General may by majority vote add or change the composition of the State Cost Fund Committee, including replacing any above State, if that State is not a Settling State. 4. State Cost Fund Administrator. The State Cost Fund Committee shall select an administrator (the “State Cost Fund Administrator”). The State Cost Fund Administrator may or may not be different from the Settlement Fund Administrator. The State Cost Fund Administrator shall administer the State Cost Fund and direct payments to Settling States. 5. State Cost Fund Guidelines. Monies in the State Cost Fund shall be released without any delay to reimburse Settling States for documented costs incurred or paid in connection with litigation and investigation related to the opioid litigation. In allocating the State Cost Fund, no funds shall be allocated for costs incurred after July 21, 2021. The State Cost Fund Committee shall establish guidelines for the submission and approval of expenses eligible for reimbursement from the State Cost Fund. The State Cost Fund Administrator shall, in accordance with such guidelines, receive from Settling States records sufficient to demonstrate the incurrence and payment of each expense attributable to litigation or investigation related to the opioid litigation, including any outstanding National Association of Attorneys General grant. 6. State Cost Fund Payment Priorities and Residual. To the extent the aggregate eligible submissions of costs and expenses from Settling States exceed the State Cost Fund Amount, payments to Settling States shall be paid in the order described in this section until the State Cost Fund is exhausted. If the State Cost Fund is unable to fully pay costs at any of the following levels, then Settling States with costs at that level shall be paid on a proportional basis. All expenses with a lesser priority from the level where the State Cost Fund is exhausted will not be reimbursed from the State Cost Fund. Costs shall be paid in the following order of priority: AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 T-2 (a) the reasonable costs of the State Cost Fund Administrator, if any; (b) repayment of the National Association of Attorneys General grants connected to opioid litigation; (c) costs incurred or paid by outside counsel for a Settling State litigating against the Settling Distributors apart from any fee owed; (d) litigation-related costs attributable to the Settling Distributors incurred or paid by a Settling State litigating against the Settling Distributors; and (e) pre-suit investigation-related costs attributable to the Settling Distributors incurred or paid by either a Settling State outside counsel (not including any amount of fees or any costs which have already been reimbursed pursuant to clause (c), above) or a Settling State investigating the Settling Distributors. If the State Cost Fund has additional monies after payment of the State Cost Fund Administrator’s and all Settling States’ submitted costs, then the remaining funds will be provided to the National Association of Attorneys General to be placed in the Financial Services Fund for the purpose of funding grants for consumer protection- or healthcare-related enforcement or training activities. In determining what costs are attributable to the Settling Distributors, the State Fund Committee shall develop a guideline that ensures that all Settling States are treated equitably. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 U-1 EXHIBIT U ABC IRS Form 1098-F30 30 To be updated to account for any Non-Settling States and the effectiveness of any separate agreements with a Settling State. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 V-1 EXHIBIT V Cardinal IRS Form 1098-F31 31 To be updated to account for any Non-Settling States and the effectiveness of any separate agreements with a Settling State. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 W-1 EXHIBIT W McKesson IRS Form 1098-F32 32 To be updated to account for any Non-Settling States and the effectiveness of any separate agreements with a Settling State. AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 X-1 EXHIBIT X Severity Factors State Severity Factor Alabama 108.5243% Alaska 107.8614% American Samoa 102.7639% Arizona 107.7129% Arkansas 103.2818% California 82.8688% Colorado 95.2263% Connecticut 121.0971% Delaware 155.5946% District of Columbia 88.3270% Florida 107.9604% Georgia 86.6675% Guam 96.8019% Hawaii 77.1051% Idaho 93.0570% Illinois 86.6318% Indiana 108.6768% Iowa 78.2056% Kansas 89.6374% Kentucky 150.0126% Louisiana 105.2878% Maine 132.7534% Maryland 115.2160% Massachusetts 110.3001% Michigan 112.4239% Minnesota 75.9148% Mississippi 96.7243% Missouri 107.8496% Montana 99.7815% N. Mariana Islands 100.2421% Nebraska 71.9045% Nevada 130.5519% New Hampshire 144.4997% New Jersey 102.3701% New Mexico 128.9295% New York 91.4472% AGENDA ITEM #6. f) FINAL AGREEMENT 3.25.22 X-2 North Carolina 102.2754% North Dakota 76.0864% Ohio 123.0063% Oklahoma 129.3047% Oregon 108.9094% Pennsylvania 118.2821% Puerto Rico 73.9803% Rhode Island 143.8802% South Carolina 99.6801% South Dakota 76.4482% Tennessee 129.9078% Texas 71.6286% Utah 119.5878% Vermont 140.2239% Virgin Islands 100.4396% Virginia 88.1611% Washington 100.5007% Wisconsin 99.6616% Wyoming 100.9659% AGENDA ITEM #6. f) 1 ONE WASHINGTON MEMORANDUM OF UNDERSTANDING BETWEEN WASHINGTON MUNICIPALITIES Whereas, the people of the State of Washington and its communities have been harmed by entities within the Pharmaceutical Supply Chain who manufacture, distribute, and dispense prescription opioids; Whereas, certain Local Governments, through their elected representatives and counsel, are engaged in litigation seeking to hold these entities within the Pharmaceutical Supply Chain of prescription opioids accountable for the damage they have caused to the Local Governments; Whereas, Local Governments and elected officials share a common desire to abate and alleviate the impacts of harms caused by these entities within the Pharmaceutical Supply Chain throughout the State of Washington, and strive to ensure that principals of equity and equitable service delivery are factors considered in the allocation and use of Opioid Funds; and Whereas, certain Local Governments engaged in litigation and the other cities and counties in Washington desire to agree on a form of allocation for Opioid Funds they receive from entities within the Pharmaceutical Supply Chain. Now therefore, the Local Governments enter into this Memorandum of Understanding (“MOU”) relating to the allocation and use of the proceeds of Settlements described. A.Definitions As used in this MOU: 1.“Allocation Regions” are the same geographic areas as the existing nine (9) Washington State Accountable Community of Health (ACH) Regions and have the purpose described in Section C below. 2.“Approved Purpose(s)” shall mean the strategies specified and set forth in the Opioid Abatement Strategies attached as Exhibit A. 3.“Effective Date” shall mean the date on which a court of competent jurisdiction enters the first Settlement by order or consent decree. The Parties anticipate that more than one Settlement will be administered according to the terms of this MOU, but that the first entered Settlement will trigger allocation of Opioid Funds in accordance with Section B herein, and the formation of the Opioid Abatement Councils in Section C. 4.“Litigating Local Government(s)” shall mean Local Governments that filed suit against any Pharmaceutical Supply Chain Participant pertaining to the Opioid epidemic prior to September 1, 2020. AGENDA ITEM #6. f) 2 5.“Local Government(s)” shall mean all counties, cities, and towns within the geographic boundaries of the State of Washington. 6.“National Settlement Agreements” means the national opioid settlement agreements dated July 21, 2021 involving Johnson & Johnson, and distributors AmerisourceBergen, Cardinal Health and McKesson as well as their subsidiaries, affiliates, officers, and directors named in the National Settlement Agreements, including all amendments thereto. 7.“Opioid Funds” shall mean monetary amounts obtained through a Settlement as defined in this MOU. 8.“Opioid Abatement Council” shall have the meaning described in Section C below. 9.“Participating Local Government(s)” shall mean all counties, cities, and towns within the geographic boundaries of the State that have chosen to sign on to this MOU. The Participating Local Governments may be referred to separately in this MOU as “Participating Counties” and “Participating Cities and Towns” (or “Participating Cities or Towns,” as appropriate) or “Parties.” 10.“Pharmaceutical Supply Chain” shall mean the process and channels through which controlled substances are manufactured, marketed, promoted, distributed, and/or dispensed, including prescription opioids. 11.“Pharmaceutical Supply Chain Participant” shall mean any entity that engages in or has engaged in the manufacture, marketing, promotion, distribution, and/or dispensing of a prescription opioid, including any entity that has assisted in any of the above. 12.“Qualified Settlement Fund Account,” or “QSF Account,” shall mean an account set up as a qualified settlement fund, 468b fund, as authorized by Treasury Regulations 1.468B-1(c) (26 CFR §1.468B-1). 13.“Regional Agreements” shall mean the understanding reached by the Participating Local Counties and Cities within an Allocation Region governing the allocation, management, distribution of Opioid Funds within that Allocation Region. 14.“Settlement” shall mean the future negotiated resolution of legal or equitable claims against a Pharmaceutical Supply Chain Participant when that resolution has been jointly entered into by the Participating Local Governments. “Settlement” expressly does not include a plan of reorganization confirmed under Title 11of the United States Code, irrespective of the extent to which Participating Local Governments vote in favor of or otherwise support such plan of reorganization. AGENDA ITEM #6. f) 3 15.“Trustee” shall mean an independent trustee who shall be responsible for the ministerial task of releasing Opioid Funds from a QSF account to Participating Local Governments as authorized herein and accounting for all payments into or out of the trust. 16.The “Washington State Accountable Communities of Health” or “ACH” shall mean the nine (9) regions described in Section C below. B.Allocation of Settlement Proceeds for Approved Purposes 1.All Opioid Funds shall be held in a QSF and distributed by the Trustee, for the benefit of the Participating Local Governments, only in a manner consistent with this MOU. Distribution of Opioid Funds will be subject to the mechanisms for auditing and reporting set forth below to provide public accountability and transparency. 2.All Opioid Funds, regardless of allocation, shall be utilized pursuant to Approved Purposes as defined herein and set forth in Exhibit A. Compliance with this requirement shall be verified through reporting, as set out in this MOU. 3.The division of Opioid Funds shall first be allocated to Participating Counties based on the methodology utilized for the Negotiation Class in In Re: National Prescription Opiate Litigation, United States District Court for the Northern District of Ohio, Case No. 1:17-md-02804-DAP. The allocation model uses three equally weighted factors: (1) the amount of opioids shipped to the county; (2) the number of opioid deaths that occurred in that county; and (3) the number of people who suffer opioid use disorder in that county. The allocation percentages that result from application of this methodology are set forth in the “County Total” line item in Exhibit B. In the event any county does not participate in this MOU, that county’s percentage share shall be reallocated proportionally amongst the Participating Counties by applying this same methodology to only the Participating Counties. 4.Allocation and distribution of Opioid Funds within each Participating County will be based on regional agreements as described in Section C. C.Regional Agreements 1.For the purpose of this MOU, the regional structure for decision- making related to opioid fund allocation will be based upon the nine (9) pre- defined Washington State Accountable Community of Health Regions (Allocation Regions). Reference to these pre-defined regions is solely for the purpose of AGENDA ITEM #6. f) 4 drawing geographic boundaries to facilitate regional agreements for use of Opioid Funds. The Allocation Regions are as follows: King County (Single County Region) Pierce County (Single County Region) Olympic Community of Health Region (Clallam, Jefferson, and Kitsap Counties) Cascade Pacific Action Alliance Region (Cowlitz, Grays Harbor, Lewis, Mason, Pacific, Thurston, Lewis, and Wahkiakum Counties) North Sound Region (Island, San Juan, Skagit, Snohomish, and Whatcom Counties) SouthWest Region (Clark, Klickitat, and Skamania Counties) Greater Columbia Region (Asotin, Benton, Columbia, Franklin, Garfield, Kittitas, Walla Walla, Whitman, and Yakima Counties) Spokane Region (Adams, Ferry, Lincoln, Pend Oreille, Spokane, and Stevens Counties) North Central Region (Chelan, Douglas, Grant, and Okanogan Counties) 2.Opioid Funds will be allocated, distributed and managed within each Allocation Region, as determined by its Regional Agreement as set forth below. If an Allocation Region does not have a Regional Agreement enumerated in this MOU, and does not subsequently adopt a Regional Agreement per Section C.5, the default mechanism for allocation, distribution and management of Opioid Funds described in Section C.4.a will apply. Each Allocation Region must have an OAC whose composition and responsibilities shall be defined by Regional Agreement or as set forth in Section C.4. 3.King County’s Regional Agreement is reflected in Exhibit C to this MOU. 4.All other Allocation Regions that have not specified a Regional Agreement for allocating, distributing and managing Opioid Funds, will apply the following default methodology: a. Opioid Funds shall be allocated within each Allocation Region by taking the allocation for a Participating County from Exhibit B and apportioning those funds between that Participating County and its Participating Cities and Towns. Exhibit B also sets forth the allocation to the Participating Counties and the Participating Cities or Towns within the Counties based on a default allocation formula. As set forth above in Section B.3, to determine the allocation to a county, this formula utilizes: (1) the amount of opioids shipped to the county; (2) the number of opioid deaths that occurred in that county; and (3) the number of people who suffer opioid use disorder in that county. To determine the allocation within a county, the formula utilizes historical federal data showing how the specific Counties and the Cities and Towns within the Counties have AGENDA ITEM #6. f) 5 made opioids epidemic-related expenditures in the past. This is the same methodology used in the National Settlement Agreements for county and intra-county allocations. A Participating County, and the Cities and Towns within it may enter into a separate intra-county allocation agreement to modify how the Opioid Funds are allocated amongst themselves, provided the modification is in writing and agreed to by all Participating Local Governments in the County. Such an agreement shall not modify any of the other terms or requirements of this MOU. b.10% of the Opioid Funds received by the Region will be reserved, on an annual basis, for administrative costs related to the OAC. The OAC will provide an annual accounting for actual costs and any reserved funds that exceed actual costs will be reallocated to Participating Local Governments within the Region. c.Cities and towns with a population of less than 10,000 shall be excluded from the allocation, with the exception of cities and towns that are Litigating Participating Local Governments. The portion of the Opioid Funds that would have been allocated to a city or town with a population of less than 10,000 that is not a Litigating Participating Local Government shall be redistributed to Participating Counties in the manner directed in C.4.a above. d.Each Participating County, City, or Town may elect to have its share re-allocated to the OAC in which it is located. The OAC will then utilize this share for the benefit of Participating Local Governments within that Allocation Region, consistent with the Approved Purposes set forth in Exhibit A. A Participating Local Government’s election to forego its allocation of Opioid Funds shall apply to all future allocations unless the Participating Local Government notifies its respective OAC otherwise. If a Participating Local Government elects to forego its allocation of the Opioid Funds, the Participating Local Government shall be excused from the reporting requirements set forth in this Agreement. e.Participating Local Governments that receive a direct payment maintain full discretion over the use and distribution of their allocation of Opioid Funds, provided the Opioid Funds are used solely for Approved Purposes. Reasonable administrative costs for a Participating Local Government to administer its allocation of Opioid Funds shall not exceed actual costs or 10% of the Participating Local Government’s allocation of Opioid Funds, whichever is less. f.A Local Government that chooses not to become a Participating Local Government will not receive a direct allocation of Opioid Funds. The portion of the Opioid Funds that would have been allocated to a Local Government that is not a Participating Local Government shall be AGENDA ITEM #6. f) 6 redistributed to Participating Counties in the manner directed in C.4.a above. g.As a condition of receiving a direct payment, each Participating Local Government that receives a direct payment agrees to undertake the following actions: i. Developing a methodology for obtaining proposals for use of Opioid Funds. ii. Ensuring there is opportunity for community-based input on priorities for Opioid Fund programs and services. iii. Receiving and reviewing proposals for use of Opioid Funds for Approved Purposes. iv. Approving or denying proposals for use of Opioid Funds for Approved Purposes. v. Receiving funds from the Trustee for approved proposals and distributing the Opioid Funds to the recipient. vi. Reporting to the OAC and making publicly available all decisions on Opioid Fund allocation applications, distributions and expenditures. h.Prior to any distribution of Opioid Funds within the Allocation Region, The Participating Local Governments must establish an Opioid Abatement Council (OAC) to oversee Opioid Fund allocation, distribution, expenditures and dispute resolution. The OAC may be a preexisting regional body or may be a new body created for purposes of executing the obligations of this MOU. i.The OAC for each Allocation Region shall be composed of representation from both Participating Counties and Participating Towns or Cities within the Region. The method of selecting members, and the terms for which they will serve will be determined by the Allocation Region’s Participating Local Governments. All persons who serve on the OAC must have work or educational experience pertaining to one or more Approved Uses. j.The Regional OAC will be responsible for the following actions: i. Overseeing distribution of Opioid Funds from Participating Local Governments to programs and services within the Allocation Region for Approved Purposes. AGENDA ITEM #6. f) 7 ii. Annual review of expenditure reports from Participating Local Jurisdictions within the Allocation Region for compliance with Approved Purposes and the terms of this MOU and any Settlement. iii. In the case where Participating Local Governments chose to forego their allocation of Opioid Funds: (i) Approving or denying proposals by Participating Local Governments or community groups to the OAC for use of Opioid Funds within the Allocation Region. (ii) Directing the Trustee to distribute Opioid Funds for use by Participating Local Governments or community groups whose proposals are approved by the OAC. (iii) Administrating and maintaining records of all OAC decisions and distributions of Opioid Funds. iv. Reporting and making publicly available all decisions on Opioid Fund allocation applications, distributions and expenditures by the OAC or directly by Participating Local Governments. v. Developing and maintaining a centralized public dashboard or other repository for the publication of expenditure data from any Participating Local Government that receives Opioid Funds, and for expenditures by the OAC in that Allocation Region, which it shall update at least annually. vi. If necessary, requiring and collecting additional outcome- related data from Participating Local Governments to evaluate the use of Opioid Funds, and all Participating Local Governments shall comply with such requirements. vii. Hearing complaints by Participating Local Governments within the Allocation Region regarding alleged failure to (1) use Opioid Funds for Approved Purposes or (2) comply with reporting requirements. 5. Participating Local Governments may agree and elect to share, pool, or collaborate with their respective allocation of Opioid Funds in any manner they choose by adopting a Regional Agreement, so long as such sharing, pooling, or collaboration is used for Approved Purposes and complies with the terms of this MOU and any Settlement. AGENDA ITEM #6. f) 8 6. Nothing in this MOU should alter or change any Participating Local Government’s rights to pursue its own claim. Rather, the intent of this MOU is to join all parties who wish to be Participating Local Governments to agree upon an allocation formula for any Opioid Funds from any future binding Settlement with one or more Pharmaceutical Supply Chain Participants for all Local Governments in the State of Washington. 7. If any Participating Local Government disputes the amount it receives from its allocation of Opioid Funds, the Participating Local Government shall alert its respective OAC within sixty (60) days of discovering the information underlying the dispute. Failure to alert its OAC within this time frame shall not constitute a waiver of the Participating Local Government’s right to seek recoupment of any deficiency in its allocation of Opioid Funds. 8. If any OAC concludes that a Participating Local Government’s expenditure of its allocation of Opioid Funds did not comply with the Approved Purposes listed in Exhibit A, or the terms of this MOU, or that the Participating Local Government otherwise misused its allocation of Opioid Funds, the OAC may take remedial action against the alleged offending Participating Local Government. Such remedial action is left to the discretion of the OAC and may include withholding future Opioid Funds owed to the offending Participating Local Government or requiring the offending Participating Local Government to reimburse improperly expended Opioid Funds back to the OAC to be re-allocated to the remaining Participating Local Governments within that Region. 9. All Participating Local Governments and OAC shall maintain all records related to the receipt and expenditure of Opioid Funds for no less than five (5) years and shall make such records available for review by any other Participating Local Government or OAC, or the public. Records requested by the public shall be produced in accordance with Washington’s Public Records Act RCW 42.56.001 et seq. Records requested by another Participating Local Government or an OAC shall be produced within twenty-one (21) days of the date the record request was received. This requirement does not supplant any Participating Local Government or OAC’s obligations under Washington’s Public Records Act RCW 42.56.001 et seq. D.Payment of Counsel and Litigation Expenses 1.The Litigating Local Governments have incurred attorneys’ fees and litigation expenses relating to their prosecution of claims against the Pharmaceutical Supply Chain Participants, and this prosecution has inured to the benefit of all Participating Local Governments. Accordingly, a Washington AGENDA ITEM #6. f) 9 Government Fee Fund (“GFF”) shall be established that ensures that all Parties that receive Opioid Funds contribute to the payment of fees and expenses incurred to prosecute the claims against the Pharmaceutical Supply Chain Participants, regardless of whether they are litigating or non-litigating entities. 2.The amount of the GFF shall be based as follows: the funds to be deposited in the GFF shall be equal to 15% of the total cash value of the Opioid Funds. 3.The maximum percentage of any contingency fee agreement permitted for compensation shall be 15% of the portion of the Opioid Funds allocated to the Litigating Local Government that is a party to the contingency fee agreement, plus expenses attributable to that Litigating Local Government. Under no circumstances may counsel collect more for its work on behalf of a Litigating Local Government than it would under its contingency agreement with that Litigating Local Government. 4.Payments from the GFF shall be overseen by a committee (the “Opioid Fee and Expense Committee”) consisting of one representative of the following law firms: (a) Keller Rohrback L.LP.; (b) Hagens Berman Sobol Shapiro LLP; (c) Goldfarb & Huck Roth Riojas, PLLC; and (d) Napoli Shkolnik PLLC. The role of the Opioid Fee and Expense Committee shall be limited to ensuring that the GFF is administered in accordance with this Section. 5.In the event that settling Pharmaceutical Supply Chain Participants do not pay the fees and expenses of the Participating Local Governments directly at the time settlement is achieved, payments to counsel for Participating Local Governments shall be made from the GFF over not more than three years, with 50% paid within 12 months of the date of Settlement and 25% paid in each subsequent year, or at the time the total Settlement amount is paid to the Trustee by the Defendants, whichever is sooner. 6.Any funds remaining in the GFF in excess of: (i) the amounts needed to cover Litigating Local Governments’ private counsel’s representation agreements, and (ii) the amounts needed to cover the common benefit tax discussed in Section C.8 below (if not paid directly by the Defendants in connection with future settlement(s), shall revert to the Participating Local Governments pro rata according to the percentages set forth in Exhibits B, to be used for Approved Purposes as set forth herein and in Exhibit A. 7.In the event that funds in the GFF are not sufficient to pay all fees and expenses owed under this Section, payments to counsel for all Litigating Local Governments shall be reduced on a pro rata basis. The Litigating Local Governments will not be responsible for any of these reduced amounts. AGENDA ITEM #6. f) 10 8.The Parties anticipate that any Opioid Funds they receive will be subject to a common benefit “tax” imposed by the court in In Re: National Prescription Opiate Litigation, United States District Court for the Northern District of Ohio, Case No. 1:17-md-02804-DAP (“Common Benefit Tax”). If this occurs, the Participating Local Governments shall first seek to have the settling defendants pay the Common Benefit Tax. If the settling defendants do not agree to pay the Common Benefit Tax, then the Common Benefit Tax shall be paid from the Opioid Funds and by both litigating and non-litigating Local Governments. This payment shall occur prior to allocation and distribution of funds to the Participating Local Governments. In the event that GFF is not fully exhausted to pay the Litigating Local Governments’ private counsel’s representation agreements, excess funds in the GFF shall be applied to pay the Common Benefit Tax (if any). E.General Terms 1.If any Participating Local Government believes another Participating Local Government, not including the Regional Abatement Advisory Councils, violated the terms of this MOU, the alleging Participating Local Government may seek to enforce the terms of this MOU in the court in which any applicable Settlement(s) was entered, provided the alleging Participating Local Government first provides the alleged offending Participating Local Government notice of the alleged violation(s) and a reasonable opportunity to cure the alleged violation(s). In such an enforcement action, any alleging Participating Local Government or alleged offending Participating Local Government may be represented by their respective public entity in accordance with Washington law. 2.Nothing in this MOU shall be interpreted to waive the right of any Participating Local Government to seek judicial relief for conduct occurring outside the scope of this MOU that violates any Washington law. In such an action, the alleged offending Participating Local Government, including the Regional Abatement Advisory Councils, may be represented by their respective public entities in accordance with Washington law. In the event of a conflict, any Participating Local Government, including the Regional Abatement Advisory Councils and its Members, may seek outside representation to defend itself against such an action. 3.Venue for any legal action related to this MOU shall be in the court in which the Participating Local Government is located or in accordance with the court rules on venue in that jurisdiction. This provision is not intended to expand the court rules on venue. 4.This MOU may be executed in two or more counterparts, each of which shall be deemed an original, but all of which shall constitute one and the same instrument. The Participating Local Governments approve the use of electronic signatures for execution of this MOU. All use of electronic signatures AGENDA ITEM #6. f) 11 shall be governed by the Uniform Electronic Transactions Act, C.R.S. §§ 24-71.3- 101, et seq. The Parties agree not to deny the legal effect or enforceability of the MOU solely because it is in electronic form or because an electronic record was used in its formation. The Participating Local Government agree not to object to the admissibility of the MOU in the form of an electronic record, or a paper copy of an electronic document, or a paper copy of a document bearing an electronic signature, on the grounds that it is an electronic record or electronic signature or that it is not in its original form or is not an original. 5.Each Participating Local Government represents that all procedures necessary to authorize such Participating Local Government’s execution of this MOU have been performed and that the person signing for such Party has been authorized to execute the MOU. [Remainder of Page Intentionally Left Blank – Signature Pages Follow] AGENDA ITEM #6. f) 12 This One Washington Memorandum of Understanding Between Washington Municipalities is signed this _____ day of ___________________, 2022 by: _______________________________________________ Name & Title ___________________________________ On behalf of ____________________________________ AGENDA ITEM #6. f) EXHIBIT A AGENDA ITEM #6. f) 1 O P I O I D A B A T E M E N T S T R A T E G I E S PART ONE: TREATMENT A.TREAT OPIOID USE DISORDER (OUD) Support treatment of Opioid Use Disorder (OUD) and any co-occurring Substance Use Disorder or Mental Health (SUD/MH) conditions, co-usage, and/or co-addiction through evidence-based, evidence-informed, or promising programs or strategies that may include, but are not limited to, the following: 1.Expand availability of treatment for OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, including all forms of Medication-Assisted Treatment (MAT) approved by the U.S. Food and Drug Administration. 2.Support and reimburse services that include the full American Society of Addiction Medicine (ASAM) continuum of care for OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, including but not limited to: a.Medication-Assisted Treatment (MAT); b.Abstinence-based treatment; c.Treatment, recovery, or other services provided by states, subdivisions, community health centers; non-for-profit providers; or for-profit providers; d.Treatment by providers that focus on OUD treatment as well as treatment by providers that offer OUD treatment along with treatment for other SUD/MH conditions, co-usage, and/or co-addiction; or e.Evidence-informed residential services programs, as noted below. 3.Expand telehealth to increase access to treatment for OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, including MAT, as well as counseling, psychiatric support, and other treatment and recovery support services. 4.Improve oversight of Opioid Treatment Programs (OTPs) to assure evidence-based, evidence-informed, or promising practices such as adequate methadone dosing. 5.Support mobile intervention, treatment, and recovery services, offered by qualified professionals and service providers, such as peer recovery coaches, for persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction and for persons who have experienced an opioid overdose. 6.Support treatment of mental health trauma resulting from the traumatic experiences of the opioid user (e.g., violence, sexual assault, human trafficking, or adverse childhood experiences) and family members (e.g., surviving family members after an overdose AGENDA ITEM #6. f) 2 or overdose fatality), and training of health care personnel to identify and address such trauma. 7.Support detoxification (detox) and withdrawal management services for persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, including medical detox, referral to treatment, or connections to other services or supports. 8.Support training on MAT for health care providers, students, or other supporting professionals, such as peer recovery coaches or recovery outreach specialists, including telementoring to assist community-based providers in rural or underserved areas. 9.Support workforce development for addiction professionals who work with persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction. 10.Provide fellowships for addiction medicine specialists for direct patient care, instructors, and clinical research for treatments. 11.Provide funding and training for clinicians to obtain a waiver under the federal Drug Addiction Treatment Act of 2000 (DATA 2000) to prescribe MAT for OUD, and provide technical assistance and professional support to clinicians who have obtained a DATA 2000 waiver. 12.Support the dissemination of web-based training curricula, such as the American Academy of Addiction Psychiatry’s Provider Clinical Support Service-Opioids web- based training curriculum and motivational interviewing. 13. Support the development and dissemination of new curricula, such as the American Academy of Addiction Psychiatry’s Provider Clinical Support Service for Medication-Assisted Treatment. B.SUPPORT PEOPLE IN TREATMENT AND RECOVERY Support people in treatment for and recovery from OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction through evidence-based, evidence-informed, or promising programs or strategies that may include, but are not limited to, the following: 1.Provide the full continuum of care of recovery services for OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, including supportive housing, residential treatment, medical detox services, peer support services and counseling, community navigators, case management, and connections to community-based services. 2.Provide counseling, peer-support, recovery case management and residential treatment with access to medications for those who need it to persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction. AGENDA ITEM #6. f) 3 3.Provide access to housing for people with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, including supportive housing, recovery housing, housing assistance programs, or training for housing providers. 4.Provide community support services, including social and legal services, to assist in deinstitutionalizing persons with OUD and any co-occurring SUD/MH conditions, co- usage, and/or co-addiction. 5.Support or expand peer-recovery centers, which may include support groups, social events, computer access, or other services for persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction. 6.Provide employment training or educational services for persons in treatment for or recovery from OUD and any co-occurring SUD/MH conditions, co-usage, and/or co- addiction. 7.Identify successful recovery programs such as physician, pilot, and college recovery programs, and provide support and technical assistance to increase the number and capacity of high-quality programs to help those in recovery. 8.Engage non-profits, faith-based communities, and community coalitions to support people in treatment and recovery and to support family members in their efforts to manage the opioid user in the family. 9.Provide training and development of procedures for government staff to appropriately interact and provide social and other services to current and recovering opioid users, including reducing stigma. 10.Support stigma reduction efforts regarding treatment and support for persons with OUD, including reducing the stigma on effective treatment. C.CONNECT PEOPLE WHO NEED HELP TO THE HELP THEY NEED (CONNECTIONS TO CARE) Provide connections to care for people who have – or are at risk of developing – OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction through evidence- based, evidence-informed, or promising programs or strategies that may include, but are not limited to, the following: 1.Ensure that health care providers are screening for OUD and other risk factors and know how to appropriately counsel and treat (or refer if necessary) a patient for OUD treatment. 2.Support Screening, Brief Intervention and Referral to Treatment (SBIRT) programs to reduce the transition from use to disorders. 3.Provide training and long-term implementation of SBIRT in key systems (health, schools, colleges, criminal justice, and probation), with a focus on youth and young adults when transition from misuse to opioid disorder is common. AGENDA ITEM #6. f) 4 4.Purchase automated versions of SBIRT and support ongoing costs of the technology. 5.Support training for emergency room personnel treating opioid overdose patients on post-discharge planning, including community referrals for MAT, recovery case management or support services. 6.Support hospital programs that transition persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, or persons who have experienced an opioid overdose, into community treatment or recovery services through a bridge clinic or similar approach. 7.Support crisis stabilization centers that serve as an alternative to hospital emergency departments for persons with OUD and any co-occurring SUD/MH conditions, co- usage, and/or co-addiction or persons that have experienced an opioid overdose. 8.Support the work of Emergency Medical Systems, including peer support specialists, to connect individuals to treatment or other appropriate services following an opioid overdose or other opioid-related adverse event. 9.Provide funding for peer support specialists or recovery coaches in emergency departments, detox facilities, recovery centers, recovery housing, or similar settings; offer services, supports, or connections to care to persons with OUD and any co- occurring SUD/MH conditions, co-usage, and/or co-addiction or to persons who have experienced an opioid overdose. 10.Provide funding for peer navigators, recovery coaches, care coordinators, or care managers that offer assistance to persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction or to persons who have experienced on opioid overdose. 11.Create or support school-based contacts that parents can engage with to seek immediate treatment services for their child; and support prevention, intervention, treatment, and recovery programs focused on young people. 12.Develop and support best practices on addressing OUD in the workplace. 13.Support assistance programs for health care providers with OUD. 14.Engage non-profits and the faith community as a system to support outreach for treatment. 15.Support centralized call centers that provide information and connections to appropriate services and supports for persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction. 16.Create or support intake and call centers to facilitate education and access to treatment, prevention, and recovery services for persons with OUD and any co- occurring SUD/MH conditions, co-usage, and/or co-addiction. AGENDA ITEM #6. f) 5 17.Develop or support a National Treatment Availability Clearinghouse – a multistate/nationally accessible database whereby health care providers can list locations for currently available in-patient and out-patient OUD treatment services that are accessible on a real-time basis by persons who seek treatment. D.ADDRESS THE NEEDS OF CRIMINAL-JUSTICE-INVOLVED PERSONS Address the needs of persons with OUD and any co-occurring SUD/MH conditions, co- usage, and/or co-addiction who are involved – or are at risk of becoming involved – in the criminal justice system through evidence-based, evidence-informed, or promising programs or strategies that may include, but are not limited to, the following: 1.Support pre-arrest or post-arrest diversion and deflection strategies for persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, including established strategies such as: a.Self-referral strategies such as the Angel Programs or the Police Assisted Addiction Recovery Initiative (PAARI); b.Active outreach strategies such as the Drug Abuse Response Team (DART) model; c.“Naloxone Plus” strategies, which work to ensure that individuals who have received naloxone to reverse the effects of an overdose are then linked to treatment programs or other appropriate services; d.Officer prevention strategies, such as the Law Enforcement Assisted Diversion (LEAD) model; e.Officer intervention strategies such as the Leon County, Florida Adult Civil Citation Network or the Chicago Westside Narcotics Diversion to Treatment Initiative; f.Co-responder and/or alternative responder models to address OUD-related 911 calls with greater SUD expertise and to reduce perceived barriers associated with law enforcement 911 responses; or g.County prosecution diversion programs, including diversion officer salary, only for counties with a population of 50,000 or less. Any diversion services in matters involving opioids must include drug testing, monitoring, or treatment. 2.Support pre-trial services that connect individuals with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction to evidence-informed treatment, including MAT, and related services. 3.Support treatment and recovery courts for persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, but only if these courts provide referrals to evidence-informed treatment, including MAT. AGENDA ITEM #6. f) 6 4.Provide evidence-informed treatment, including MAT, recovery support, or other appropriate services to individuals with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction who are incarcerated in jail or prison. 5.Provide evidence-informed treatment, including MAT, recovery support, or other appropriate services to individuals with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction who are leaving jail or prison have recently left jail or prison, are on probation or parole, are under community corrections supervision, or are in re-entry programs or facilities. 6.Support critical time interventions (CTI), particularly for individuals living with dual- diagnosis OUD/serious mental illness, and services for individuals who face immediate risks and service needs and risks upon release from correctional settings. 7.Provide training on best practices for addressing the needs of criminal-justice- involved persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction to law enforcement, correctional, or judicial personnel or to providers of treatment, recovery, case management, or other services offered in connection with any of the strategies described in this section. E.ADDRESS THE NEEDS OF PREGNANT OR PARENTING WOMEN AND THEIR FAMILIES, INCLUDING BABIES WITH NEONATAL ABSTINENCE SYNDROME Address the needs of pregnant or parenting women with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, and the needs of their families, including babies with neonatal abstinence syndrome, through evidence-based, evidence-informed, or promising programs or strategies that may include, but are not limited to, the following: 1.Support evidence-based, evidence-informed, or promising treatment, including MAT, recovery services and supports, and prevention services for pregnant women – or women who could become pregnant – who have OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, and other measures to educate and provide support to families affected by Neonatal Abstinence Syndrome. 2.Provide training for obstetricians or other healthcare personnel that work with pregnant women and their families regarding treatment of OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction. 3.Provide training to health care providers who work with pregnant or parenting women on best practices for compliance with federal requirements that children born with Neonatal Abstinence Syndrome get referred to appropriate services and receive a plan of safe care. 4.Provide enhanced support for children and family members suffering trauma as a result of addiction in the family; and offer trauma-informed behavioral health treatment for adverse childhood events. AGENDA ITEM #6. f) 7 5.Offer enhanced family supports and home-based wrap-around services to persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, including but not limited to parent skills training. 6.Support for Children’s Services – Fund additional positions and services, including supportive housing and other residential services, relating to children being removed from the home and/or placed in foster care due to custodial opioid use. PART TWO: PREVENTION F.PREVENT OVER-PRESCRIBING AND ENSURE APPROPRIATE PRESCRIBING AND DISPENSING OF OPIOIDS Support efforts to prevent over-prescribing and ensure appropriate prescribing and dispensing of opioids through evidence-based, evidence-informed, or promising programs or strategies that may include, but are not limited to, the following: 1.Training for health care providers regarding safe and responsible opioid prescribing, dosing, and tapering patients off opioids. 2.Academic counter-detailing to educate prescribers on appropriate opioid prescribing. 3.Continuing Medical Education (CME) on appropriate prescribing of opioids. 4.Support for non-opioid pain treatment alternatives, including training providers to offer or refer to multi-modal, evidence-informed treatment of pain. 5.Support enhancements or improvements to Prescription Drug Monitoring Programs (PDMPs), including but not limited to improvements that: a.Increase the number of prescribers using PDMPs; b.Improve point-of-care decision-making by increasing the quantity, quality, or format of data available to prescribers using PDMPs or by improving the interface that prescribers use to access PDMP data, or both; or c.Enable states to use PDMP data in support of surveillance or intervention strategies, including MAT referrals and follow-up for individuals identified within PDMP data as likely to experience OUD. 6.Development and implementation of a national PDMP – Fund development of a multistate/national PDMP that permits information sharing while providing appropriate safeguards on sharing of private health information, including but not limited to: a.Integration of PDMP data with electronic health records, overdose episodes, and decision support tools for health care providers relating to OUD. AGENDA ITEM #6. f) 8 b.Ensuring PDMPs incorporate available overdose/naloxone deployment data, including the United States Department of Transportation’s Emergency Medical Technician overdose database. 7.Increase electronic prescribing to prevent diversion or forgery. 8.Educate Dispensers on appropriate opioid dispensing. G.PREVENT MISUSE OF OPIOIDS Support efforts to discourage or prevent misuse of opioids through evidence-based, evidence- informed, or promising programs or strategies that may include, but are not limited to, the following: 1.Corrective advertising or affirmative public education campaigns based on evidence. 2.Public education relating to drug disposal. 3.Drug take-back disposal or destruction programs. 4.Fund community anti-drug coalitions that engage in drug prevention efforts. 5.Support community coalitions in implementing evidence-informed prevention, such as reduced social access and physical access, stigma reduction – including staffing, educational campaigns, support for people in treatment or recovery, or training of coalitions in evidence-informed implementation, including the Strategic Prevention Framework developed by the U.S. Substance Abuse and Mental Health Services Administration (SAMHSA). 6.Engage non-profits and faith-based communities as systems to support prevention. 7.Support evidence-informed school and community education programs and campaigns for students, families, school employees, school athletic programs, parent- teacher and student associations, and others. 8.School-based or youth-focused programs or strategies that have demonstrated effectiveness in preventing drug misuse and seem likely to be effective in preventing the uptake and use of opioids. 9.Support community-based education or intervention services for families, youth, and adolescents at risk for OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction. 10.Support evidence-informed programs or curricula to address mental health needs of young people who may be at risk of misusing opioids or other drugs, including emotional modulation and resilience skills. 11.Support greater access to mental health services and supports for young people, including services and supports provided by school nurses or other school staff, to AGENDA ITEM #6. f) 9 address mental health needs in young people that (when not properly addressed) increase the risk of opioid or other drug misuse. H.PREVENT OVERDOSE DEATHS AND OTHER HARMS Support efforts to prevent or reduce overdose deaths or other opioid-related harms through evidence-based, evidence-informed, or promising programs or strategies that may include, but are not limited to, the following: 1.Increase availability and distribution of naloxone and other drugs that treat overdoses for first responders, overdose patients, opioid users, families and friends of opioid users, schools, community navigators and outreach workers, drug offenders upon release from jail/prison, or other members of the general public. 2.Provision by public health entities of free naloxone to anyone in the community, including but not limited to provision of intra-nasal naloxone in settings where other options are not available or allowed. 3.Training and education regarding naloxone and other drugs that treat overdoses for first responders, overdose patients, patients taking opioids, families, schools, and other members of the general public. 4.Enable school nurses and other school staff to respond to opioid overdoses, and provide them with naloxone, training, and support. 5.Expand, improve, or develop data tracking software and applications for overdoses/naloxone revivals. 6.Public education relating to emergency responses to overdoses. 7.Public education relating to immunity and Good Samaritan laws. 8.Educate first responders regarding the existence and operation of immunity and Good Samaritan laws. 9.Expand access to testing and treatment for infectious diseases such as HIV and Hepatitis C resulting from intravenous opioid use. 10.Support mobile units that offer or provide referrals to treatment, recovery supports, health care, or other appropriate services to persons that use opioids or persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction. 11.Provide training in treatment and recovery strategies to health care providers, students, peer recovery coaches, recovery outreach specialists, or other professionals that provide care to persons who use opioids or persons with OUD and any co- occurring SUD/MH conditions, co-usage, and/or co-addiction. 12.Support screening for fentanyl in routine clinical toxicology testing. AGENDA ITEM #6. f) 10 PART THREE: OTHER STRATEGIES I.FIRST RESPONDERS In addition to items C8, D1 through D7, H1, H3, and H8, support the following: 1.Current and future law enforcement expenditures relating to the opioid epidemic. 2.Educate law enforcement or other first responders regarding appropriate practices and precautions when dealing with fentanyl or other drugs. J.LEADERSHIP, PLANNING AND COORDINATION Support efforts to provide leadership, planning, and coordination to abate the opioid epidemic through activities, programs, or strategies that may include, but are not limited to, the following: 1.Community regional planning to identify goals for reducing harms related to the opioid epidemic, to identify areas and populations with the greatest needs for treatment intervention services, or to support other strategies to abate the opioid epidemic described in this opioid abatement strategy list. 2.A government dashboard to track key opioid-related indicators and supports as identified through collaborative community processes. 3.Invest in infrastructure or staffing at government or not-for-profit agencies to support collaborative, cross-system coordination with the purpose of preventing overprescribing, opioid misuse, or opioid overdoses, treating those with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, supporting them in treatment or recovery, connecting them to care, or implementing other strategies to abate the opioid epidemic described in this opioid abatement strategy list. 4.Provide resources to staff government oversight and management of opioid abatement programs. K.TRAINING In addition to the training referred to in various items above, support training to abate the opioid epidemic through activities, programs, or strategies that may include, but are not limited to, the following: 1.Provide funding for staff training or networking programs and services to improve the capability of government, community, and not-for-profit entities to abate the opioid crisis. 2.Invest in infrastructure and staffing for collaborative cross-system coordination to prevent opioid misuse, prevent overdoses, and treat those with OUD and any co- occurring SUD/MH conditions, co-usage, and/or co-addiction, or implement other AGENDA ITEM #6. f) 11 strategies to abate the opioid epidemic described in this opioid abatement strategy list (e.g., health care, primary care, pharmacies, PDMPs, etc.). L.RESEARCH Support opioid abatement research that may include, but is not limited to, the following: 1.Monitoring, surveillance, and evaluation of programs and strategies described in this opioid abatement strategy list. 2.Research non-opioid treatment of chronic pain. 3.Research on improved service delivery for modalities such as SBIRT that demonstrate promising but mixed results in populations vulnerable to opioid use disorders. 4.Research on innovative supply-side enforcement efforts such as improved detection of mail-based delivery of synthetic opioids. 5.Expanded research on swift/certain/fair models to reduce and deter opioid misuse within criminal justice populations that build upon promising approaches used to address other substances (e.g. Hawaii HOPE and Dakota 24/7). 6.Research on expanded modalities such as prescription methadone that can expand access to MAT. AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Adams County Adams County 0.1638732475% Hatton Lind Othello Ritzville Washtucna County Total:0.1638732475% Asotin County Asotin County 0.4694498386% Asotin Clarkston County Total:0.4694498386% Benton County Benton County 1.4848831892% Benton City Kennewick 0.5415650564% Prosser Richland 0.4756779517% West Richland 0.0459360490% County Total:2.5480622463% Chelan County Chelan County 0.7434914485% Cashmere Chelan Entiat Leavenworth Wenatchee 0.2968333494% County Total:1.0403247979% Clallam County Clallam County 1.3076983401% Forks Port Angeles 0.4598370527% Sequim County Total:1.7675353928% *** - Local Government appears in multiple counties B-1 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Clark County Clark County 4.5149775326% Battle Ground 0.1384729857% Camas 0.2691592724% La Center Ridgefield Vancouver 1.7306605325% Washougal 0.1279328220% Woodland*** Yacolt County Total:6.7812031452% Columbia County Columbia County 0.0561699537% Dayton Starbuck County Total:0.0561699537% Cowlitz County Cowlitz County 1.7226945990% Castle Rock Kalama Kelso 0.1331145270% Longview 0.6162736905% Woodland*** County Total:2.4720828165% Douglas County Douglas County 0.3932175175% Bridgeport Coulee Dam*** East Wenatchee 0.0799810865% Mansfield Rock Island Waterville County Total:0.4731986040% Ferry County Ferry County 0.1153487994% Republic County Total:0.1153487994% *** - Local Government appears in multiple counties B-2 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Franklin County Franklin County 0.3361237144% Connell Kahlotus Mesa Pasco 0.4278056066% County Total:0.7639293210% Garfield County Garfield County 0.0321982209% Pomeroy County Total:0.0321982209% Grant County Grant County 0.9932572167% Coulee City Coulee Dam*** Electric City Ephrata George Grand Coulee Hartline Krupp Mattawa Moses Lake 0.2078293909% Quincy Royal City Soap Lake Warden Wilson Creek County Total:1.2010866076% *** - Local Government appears in multiple counties B-3 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Grays Harbor County Grays Harbor County 0.9992429138% Aberdeen 0.2491525333% Cosmopolis Elma Hoquiam McCleary Montesano Oakville Ocean Shores Westport County Total:1.2483954471% Island County Island County 0.6820422610% Coupeville Langley Oak Harbor 0.2511550431% County Total:0.9331973041% Jefferson County Jefferson County 0.4417137380% Port Townsend County Total:0.4417137380% *** - Local Government appears in multiple counties B-4 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation King County King County 13.9743722662% Algona Auburn***0.2622774917% Beaux Arts Village Bellevue 1.1300592573% Black Diamond Bothell***0.1821602716% Burien 0.0270962921% Carnation Clyde Hill Covington 0.0118134406% Des Moines 0.1179764526% Duvall Enumclaw***0.0537768326% Federal Way 0.3061452240% Hunts Point Issaquah 0.1876240107% Kenmore 0.0204441024% Kent 0.5377397676% Kirkland 0.5453525246% Lake Forest Park 0.0525439124% Maple Valley 0.0093761587% Medina Mercer Island 0.1751797481% Milton*** Newcastle 0.0033117880% Normandy Park North Bend Pacific*** Redmond 0.4839486007% Renton 0.7652626920% Sammamish 0.0224369090% SeaTac 0.1481551278% Seattle 6.6032403816% Shoreline 0.0435834501% Skykomish Snoqualmie 0.0649164481% Tukwila 0.3032205739% Woodinville 0.0185516364% Yarrow Point County Total:26.0505653608% *** - Local Government appears in multiple counties B-5 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Kitsap County Kitsap County 2.6294133668% Bainbridge Island 0.1364686014% Bremerton 0.6193374389% Port Orchard 0.1009497162% Poulsbo 0.0773748246% County Total:3.5635439479% Kittitas County Kittitas County 0.3855704683% Cle Elum Ellensburg 0.0955824915% Kittitas Roslyn South Cle Elum County Total:0.4811529598% Klickitat County Klickitat County 0.2211673457% Bingen Goldendale White Salmon County Total:0.2211673457% Lewis County Lewis County 1.0777377479% Centralia 0.1909990353% Chehalis Morton Mossyrock Napavine Pe Ell Toledo Vader Winlock County Total:1.2687367832% *** - Local Government appears in multiple counties B-6 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Lincoln County Lincoln County 0.1712669645% Almira Creston Davenport Harrington Odessa Reardan Sprague Wilbur County Total:0.1712669645% Mason County Mason County 0.8089918012% Shelton 0.1239179888% County Total:0.9329097900% Okanogan County Okanogan County 0.6145043345% Brewster Conconully Coulee Dam*** Elmer City Nespelem Okanogan Omak Oroville Pateros Riverside Tonasket Twisp Winthrop County Total:0.6145043345% Pacific County Pacific County 0.4895416466% Ilwaco Long Beach Raymond South Bend County Total:0.4895416466% *** - Local Government appears in multiple counties B-7 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Pend Oreille County Pend Oreille County 0.2566374940% Cusick Ione Metaline Metaline Falls Newport County Total:0.2566374940% Pierce County Pierce County 7.2310164020% Auburn***0.0628522112% Bonney Lake 0.1190773864% Buckley Carbonado DuPont Eatonville Edgewood 0.0048016791% Enumclaw***0.0000000000% Fife 0.1955185481% Fircrest Gig Harbor 0.0859963345% Lakewood 0.5253640894% Milton*** Orting Pacific*** Puyallup 0.3845704814% Roy Ruston South Prairie Steilacoom Sumner 0.1083157569% Tacoma 3.2816374617% University Place 0.0353733363% Wilkeson County Total:12.0345236870% San Juan County San Juan County 0.2101495171% Friday Harbor County Total:0.2101495171% *** - Local Government appears in multiple counties B-8 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Skagit County Skagit County 1.0526023961% Anacortes 0.1774962906% Burlington 0.1146861661% Concrete Hamilton La Conner Lyman Mount Vernon 0.2801063665% Sedro-Woolley 0.0661146351% County Total:1.6910058544% Skamania County Skamania County 0.1631931925% North Bonneville Stevenson County Total:0.1631931925% Snohomish County Snohomish County 6.9054415622% Arlington 0.2620524080% Bothell***0.2654558588% Brier Darrington Edmonds 0.3058936009% Everett 1.9258363241% Gold Bar Granite Falls Index Lake Stevens 0.1385202891% Lynnwood 0.7704629214% Marysville 0.3945067827% Mill Creek 0.1227939546% Monroe 0.1771621898% Mountlake Terrace 0.2108935805% Mukilteo 0.2561790702% Snohomish 0.0861097964% Stanwood Sultan Woodway County Total:11.8213083387% *** - Local Government appears in multiple counties B-9 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Spokane County Spokane County 5.5623859292% Airway Heights Cheney 0.1238454349% Deer Park Fairfield Latah Liberty Lake 0.0389636519% Medical Lake Millwood Rockford Spangle Spokane 3.0872078287% Spokane Valley 0.0684217500% Waverly County Total:8.8808245947% Stevens County Stevens County 0.7479240179% Chewelah Colville Kettle Falls Marcus Northport Springdale County Total:0.7479240179% Thurston County Thurston County 2.3258492094% Bucoda Lacey 0.2348627221% Olympia 0.6039423385% Rainier Tenino Tumwater 0.2065982350% Yelm County Total:3.3712525050% Wahkiakum County Wahkiakum County 0.0596582197% Cathlamet County Total:0.0596582197% *** - Local Government appears in multiple counties B-10 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Walla Walla County Walla Walla County 0.5543870294% College Place Prescott Waitsburg Walla Walla 0.3140768654% County Total:0.8684638948% Whatcom County Whatcom County 1.3452637306% Bellingham 0.8978614577% Blaine Everson Ferndale 0.0646101891% Lynden 0.0827115612% Nooksack Sumas County Total:2.3904469386% Whitman County Whitman County 0.2626805837% Albion Colfax Colton Endicott Farmington Garfield LaCrosse Lamont Malden Oakesdale Palouse Pullman 0.2214837491% Rosalia St. John Tekoa Uniontown County Total:0.4841643328% *** - Local Government appears in multiple counties B-11 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Yakima County Yakima County 1.9388392959% Grandview 0.0530606109% Granger Harrah Mabton Moxee Naches Selah Sunnyside 0.1213478384% Tieton Toppenish Union Gap Wapato Yakima 0.6060410539% Zillah County Total:2.7192887991% *** - Local Government appears in multiple counties B-12 AGENDA ITEM #6. f) AGENDA ITEM #6. f) AGENDA ITEM #6. f) AGENDA ITEM #6. f) 1 ALLOCATION AGREEMENT GOVERNING THE ALLOCATION OF FUNDS PAID BY THE SETTLING OPIOID DISTRIBUTORS IN WASHINGTON STATE AUGUST 8, 2022 This Allocation Agreement Governing the Allocation of Funds Paid by the Settling Opioid Distributors in Washington State (the “Allocation Agreement”) governs the distribution of funds obtained from AmerisourceBergen Corporation, Cardinal Health, Inc., and McKesson Corporation (the “Settling Distributors”) in connection with its resolution of any and all claims by the State of Washington and the counties, cities, and towns in Washington State (“Local Governments”) against the Settling Distributors (the “Distributors Settlement”). The Distributors Settlement including any amendments are attached hereto as Exhibit 1. 1. This Allocation Agreement is intended to be a State-Subdivision Agreement as defined in Section I.VVV of the Global Settlement (the “Global Settlement”), which is Exhibit H of the Distributors Settlement. This Allocation Agreement shall be interpreted to be consistent with the requirements of a State-Subdivision Agreement in the Global Settlement. 2. This Allocation Agreement shall become effective only if all of the following occur: A. All Litigating Subdivisions in Washington and 90% of Non-Litigating Primary Subdivisions in Washington as the terms are used in Section II.C.1 of the Distributors Settlement must execute and return the Subdivision Settlement Participation Form, Exhibit F of the Distributors Settlement (the “Participation Form”) by September 23, 2022. This form is also attached hereto as Exhibit 2. B. The Consent Judgment and Stipulation of Dismissal with Prejudice, Exhibit G of the Distributors Settlement, is filed and approved by the Court. C. The number of Local Governments that execute and return this Allocation Agreement satisfies the participation requirements for a State-Subdivision Agreement as specified in Exhibit O of the Global Settlement. 3. Requirements to become a Participating Local Government . To become a Participating Local Government that can participate in this Allocation Agreement, a Local Government must do all of the following: A. The Local Government must execute and return this Allocation Agreement. B. The Local Government must release their claims against the Settling Distributors and agree to by bound by the terms of the Distributors Settlement by timely executing and returning the Participation Form. This form is attached hereto as Exhibit 2. AGENDA ITEM #6. f) 2 C. Litigating Subdivisions must dismiss the Settling Distributors with prejudice from their lawsuits. The Litigating Subdivisions are listed on Exhibit B of the Distributors Settlement. D. The Local Government must execute and return the One Washington Memorandum of Understanding Between Washington Municipalities (“MOU”) agreed to by the Participating Local Governments in Washington State, which is attached hereto as Exhibit 3. As specified in Paragraph 10.A of this Allocation Agreement, the Local Government may elect in its discretion to execute the MOU for purposes of this Allocation Agreement only. A Local Government that meets all of the conditions in this paragraph shall be deemed a “Participating Local Government.” Alternatively, if the requirements of Paragraphs 2(A), 2(B), and 2(C) of this Allocation Agreement are satisfied and this Allocation Agreement becomes effective, then all Local Governments that comply with Paragraph 3(B) of this Allocation Agreement shall be deemed a “Participating Local Government.” 4. This Allocation Agreement applies to the Washington Abatement Amount as defined in Section IV.A of the Distributors Settlement. The maximum possible Washington Abatement Amount for the Distributors Settlement is $430,249,769.02. As specified in the Global Settlement, the Washington Abatement Amount varies dependent on the percentage of Primary Subdivisions that choose to become Participating Local Governments and whether there are any Later Litigating Subdivisions as defined in Section I.EE of the Global Settlement. 5. This Allocation Agreement does not apply to the Washington Fees and Costs as defined in Section V of the Distributors Settlement. After satisfying its obligations to its outside counsel for attorneys’ fees and costs, the State estimates that it will receive approximately $46 million for its own attorneys’ fees and costs pursuant to Section V.B.1 of the Distributors Settlement. The State shall utilize any and all amounts it receives for its own attorneys’ fees and costs pursuant to Section V.B.1 of the Distributors Settlement to provide statewide programs and services for Opioid Remediation as defined in Section I.SS of the Global Settlement. 6. While this Allocation Agreement does not apply to the Washington Fees and Costs as defined in Section V of the Distributors Settlement, Section V.B.2 of the Distributors Settlement estimates that the Settling Distributors shall pay $10,920,914.70 to Participating Litigating Subdivisions’ attorneys for fees and costs. The actual amount may be greater or less. This Allocation Agreement and the MOU are a State Back-Stop Agreement. The total contingent fees an attorney receives from the Contingency Fee Fund pursuant to Section II. D in Exhibit R the Global Settlement, the MOU, and this Allocation Agreement combined cannot exceed 15% of the portion of the LG Share paid to the Litigating Local Government that retained that firm (i.e., if City X filed suit with outside counsel AGENDA ITEM #6. f) 3 on a contingency fee contract and City X receives $1,000,000 from the Distributors Settlement, then the maximum that the firm can receive is $150,000 for fees.) 7. No portion of the Washington Fees and Costs as defined in Section V of the Distributors Settlement and/or the State Share as defined in Paragraph 8.A of this Allocation Agreement shall be used to fund the Government Fee Fund (“GFF”) referred to in Paragraph 10 of this Allocation Agreement and Section D of the MOU, or in any other way to fund any Participating Local Government’s attorneys’ fees, costs, or common benefit tax other than the aforementioned payment by the Settling Distributors to Participating Litigating Subdivisions’ attorneys for fees and costs in Section V.B.2 of the Distributors Settlement. 8. The Washington Abatement Amount shall and must be used by the State and Participating Local Governments for Opioid Remediation as defined in Section I.SS of the Global Settlement, except as allowed by Section V of the Global Settlement. Exhibit 4 is a non-exhaustive list of expenditures that qualify as Opioid Remediation. Further, the Washington Abatement Amount shall and must be used by the State and Participating Local Governments as provided for in the Distributors Settlement. 9. The State and the Participating Local Governments agree to divide the Washington Abatement Amount as follows: A. Fifty percent (50%) to the State of Washington (“State Share”). B. Fifty percent (50%) to the Participating Local Governments (“LG Share”). 10. The LG Share shall be distributed pursuant to the MOU attached hereto as Exhibit 3 as amended and modified in this Allocation Agreement. 11. For purposes of this Allocation Agreement only, the MOU is modified as follows and any contrary provisions in the MOU are struck: A. The MOU is amended to add new Section E.6, which provides as follows: A Local Government may elect in its discretion to execute the MOU for purposes of this Allocation Agreement only. If a Local Governments executes the MOU for purposes of this Allocation Agreement only, then the MOU will only bind such Local Government and be effective with respect to this Allocation Agreement and the Distributors Settlement, and not any other Settlement as that term is defined in Section A.14 of the MOU. To execute the MOU for purposes of this Allocation Agreement only, the Local Government may either (a) check the applicable box on its signature page of this Allocation Agreement that is returned or (b) add language below its signature lines in the MOU that is returned indicating that the Local Government is executing or has AGENDA ITEM #6. f) 4 executed the MOU only for purposes of the Allocation Agreement Governing the Allocation of Funds Paid by the Settling Opioid Distributors in Washington State. B. Exhibit A of the MOU is replaced by Exhibit E of the Global Settlement, which is attached as Exhibit 4 to this Agreement. C. The definition of “Litigating Local Governments” in Section A.4 of the MOU shall mean Local Governments that filed suit against one or more of the Settling Defendants prior to May 3, 2022. The Litigating Local Governments are listed on Exhibit B of the Distributors Settlement, and are referred to as Litigating Subdivisions in the Distributors Settlement. D. The definition of “National Settlement Agreement” in Section A.6 of the MOU shall mean the Global Settlement. E. The definition of “Settlement” in Section A.14 of the MOU shall mean the Distributors Settlement. F. The MOU is amended to add new Section C.4.g.vii, which provides as follows: “If a Participating Local Government receiving a direct payment (a) uses Opioid Funds other than as provided for in the Distributors Settlement, (b) does not comply with conditions for receiving direct payments under the MOU, or (c) does not promptly submit necessary reporting and compliance information to its Regional Opioid Abatement Counsel (“Regional OAC”) as defined at Section C.4.h of the MOU, then the Regional OAC may suspend direct payments to the Participating Local Government after notice, an opportunity to cure, and sufficient due process. If direct payments to Participating Local Government are suspended, the payments shall be treated as if the Participating Local Government is foregoing their allocation of Opioid Funds pursuant to Section C.4.d and C.4.j.iii of the MOU. In the event of a suspension, the Regional OAC shall give prompt notice to the suspended Participating Local Government and the Settlement Fund Administrator specifying the reasons for the suspension, the process for reinstatement, the factors that will be considered for reinstatement, and the due process that will be provided. A suspended Participating Local Government may apply to the Regional OAC to be reinstated for direct payments no earlier than five years after the suspension.” G. Consistent with how attorney fee funds for outside counsel for Participating Local Subdivisions are being administered in most states across the country, the Government Fee Fund (“GFF”) set forth in the AGENDA ITEM #6. f) 5 MOU shall be overseen by the MDL Fee Panel (David R. Cohen, Randi S. Ellis and Hon. David R. Herndon (ret.)). The Fee Panel will preside over allocation and disbursement of attorney’s fees in a manner consistent with the Motion to Appoint the Fee Panel to Allocate and Disburse Attorney’s Fees Provided for in State Back-Stop Agreements and the Order Appointing the Fee Panel to Allocate and Disburse Attorney’s Fees Provided for in State Back-Stop Agreements , Case No. 1:17-md-02804- DAP Doc #: 4543 (June 17, 2022). H. The GFF set forth in the MOU shall be funded by the LG Share of the Washington Abatement Amount only. To the extent the common benefit tax is not already payable by the Settling Distributors as contemplated by Section D.8 of the MOU, the GFF shall be used to pay Litigating Local Government contingency fee agreements and any common benefit tax referred to in Section D of the MOU, which shall be paid on a pro rata basis to eligible law firms as determined by the Fee Panel. I. To fund the GFF, fifteen percent (15%) of the LG Share shall be deposited in the GFF from each LG Share settlement payment until the Litigating Subdivisions contingency fee agreements and common benefit tax (if any) referred to in Section D of the MOU are satisfied. Under no circumstances will any Non-Litigating Primary Subdivision or Litigating Local Government be required to contribute to the GFF more than 15% of the portion of the LG Share allocated to such Non-Litigating Primary Subdivision or Litigating Local Government. In addition, under no circumstances will any portion of the LG Share allocated to a Litigating Local Government be used to pay the contingency fees or litigation expenses of counsel for some other Litigating Local Government. J. The maximum amount of any Litigating Local Government contingency fee agreement (from the Contingency Fee Fund pursuant to Section II. D in Exhibit R the Global Settlement) payable to a law firm permitted for compensation shall be fifteen percent (15%) of the portion of the LG Share paid to the Litigating Local Government that retained that firm (i.e., if City X filed suit with outside counsel on a contingency fee contract and City X receives $1,000,000 from the Distributors Settlement, then the maximum that the firm can receive is $150,000 for fees.) The firms also shall be paid documented expenses due under their contingency fee agreements that have been paid by the law firm attributable to that Litigating Local Government. Consistent with the Distributors Settlement and Exhibit R of the Global Settlement, amounts due to Participating Litigating Subdivisions’ attorneys under this Allocation Agreement shall not impact (i) costs paid by the subdivisions to their attorneys pursuant to a State Back-Stop agreement, (ii) fees paid to subdivision attorneys from the Common Benefit Fund for common benefit work performed by the attorneys pursuant to Section II.C of Exhibit R of the Global Settlement, or (iii) costs paid to subdivision attorneys from the MDL Expense Fund AGENDA ITEM #6. f) 6 for expenses incurred by the attorneys pursuant to Section II.E of the Global Settlement. K. Under no circumstances may counsel receive more for its work on behalf of a Litigating Local Government than it would under its contingency agreement with that Litigating Local Government. To the extent a law firm was retained by a Litigating Local Government on a contingency fee agreement that provides for compensation at a rate that is less than fifteen percent (15%) of that Litigating Local Government’s recovery, the maximum amount payable to that law firm referred to in Section D.3 of the MOU shall be the percentage set forth in that contingency fee agreement. L. For the avoidance of doubt, both payments from the GFF and the payment to the Participating Litigating Local Governments’ attorneys for fees and costs referred to in Paragraph 6 of this Allocation Agreement and Section V.B.2 Distributors Settlement shall be included when calculating whether the aforementioned fifteen percent (15%) maximum percentage (or less if the provisions of Paragraph 10.K of this Allocation Agreement apply) of any Litigating Local Government contingency fee agreement referred to above has been met. M. To the extent there are any excess funds in the GFF, the Fee Panel and the Settlement Administrator shall facilitate the return of those funds to the Participating Local Governments as provided for in Section D.6 of the MOU. 12. In connection with the execution and administration of this Allocation Agreement, the State and the Participating Local Governments agree to abide by the Public Records Act, RCW 42.56 eq seq. 13. All Participating Local Governments, Regional OACs, and the State shall maintain all non-transitory records related to this Allocation Agreement as well as the receipt and expenditure of the funds from the Distributors Settlement for no less than five (5) years. 14. If any party to this Allocation Agreement believes that a Participating Local Government, Regional OAC, the State, an entity, or individual involved in the receipt, distribution, or administration of the funds from the Distributors Settlement has violated any applicable ethics codes or rules, a complaint shall be lodged with the appropriate forum for handling such matters, with a copy of the complaint promptly sent to the Washington Attorney General, Complex Litigation Division, Division Chief, 800 Fifth Avenue, Suite 2000, Seattle, Washington 98104. 15. To the extent (i) a region utilizes a pre-existing regional body to establish its Opioid Abatement Council pursuant to the Section 4.h of the MOU, and (ii) that AGENDA ITEM #6. f) 7 pre-existing regional body is subject to the requirements of the Community Behavioral Health Services Act, RCW 71.24 et seq., the State and the Participating Local Governments agree that the Opioid Funds paid by the Settling Distributors are subject to the requirements of the MOU and this Allocation Agreement. 16. Upon request by the Settling Distributors, the Participating Local Governments must comply with the Tax Cooperation and Reporting provisions of the Distributors Settlement and the Global Settlement. 17. Venue for any legal action related to this Allocation Agreement (separate and apart from the MOU, the Distributors Settlement, or the Global Settlement) shall be in King County, Washington. 18. Each party represents that all procedures necessary to authorize such party’s execution of this Allocation Agreement have been performed and that such person signing for such party has been authorized to execute this Allocation Agreement. AGENDA ITEM #6. f) 8 FOR THE STATE OF WASHINGTON: ROBERT W. FERGUSON Attorney General JEFFREY G. RUPERT Division Chief Date: AGENDA ITEM #6. f) 9 FOR THE PARTICIPATING LOCAL GOVERNMENT: Name of Participating Local Government: Authorized signature: Name: Title: Date: A Local Government may elect in its discretion to execute the MOU for purposes of this Allocation Agreement only by checking this box (see Paragraph 10.A of this Allocation Agreement):  Local Government is executing the MOU in the form attached hereto as Exhibit 3, but which is further amended and modified as set forth in this Allocation Agreement, only for purposes of this Allocation Agreement. AGENDA ITEM #6. f) EXHIBIT 1 Distributors Settlement AGENDA ITEM #6. f) DISTRIBUTORS WASHINGTON SETTLEMENT AGREEMENT AGENDA ITEM #6. f) Table of Contents I. Overview ..............................................................................................................................1 II. Conditions to Effectiveness of Agreement ..........................................................................1 III. Participation by Subdivisions ..............................................................................................3 IV. Settlement Payments ............................................................................................................3 V. Plaintiffs’ Attorneys’ Fees and Costs ..................................................................................4 VI. Release .................................................................................................................................6 VII. Miscellaneous ......................................................................................................................6 Exhibit A Primary Subdivisions ................................................................................................. A-1 Exhibit B Litigating Subdivisions ................................................................................................B-1 Exhibit C ABC IRS Form 1098-F ...............................................................................................C-1 Exhibit D Cardinal Health IRS Form 1098-F ............................................................................. D-1 Exhibit E McKesson IRS Form 1098-F ....................................................................................... E-1 Exhibit F Subdivision Settlement Participation Form ................................................................. F-1 Exhibit G Consent Judgment and Stipulation of Dismissal with Prejudice................................ G-1 Exhibit H Distributor Global Settlement Agreement.................................................................. H-1 AGENDA ITEM #6. f) 1 DISTRIBUTORS – WASHINGTON SETTLEMENT AGREEMENT I. Overview This Distributors Washington Settlement Agreement (“Agreement”) sets forth the terms and conditions of a settlement agreement between and among the State of Washington, McKesson Corporation (“McKesson”), Cardinal Health, Inc. (“Cardinal”) and AmerisourceBergen Corporation (“Amerisource”) (collectively, the “Agreement Parties”) to resolve opioid-related Claims against McKesson, Cardinal, and/or Amerisource (collectively, “Settling Distributors”). By entering into this Agreement, the State of Washington and its Participating Subdivisions agree to be bound by all terms and conditions of the Distributor Global Settlement Agreement dated July 21, 2021 (including its exhibits) (“Global Settlement”), which (including its exhibits) is incorporated into this Agreement as Exhibit H.1 By entering this Agreement, and upon execution of an Agreement Regarding the State of Washington and the Distributor Global Settlement Agreement (“Enforcement Committee Agreement”), unless otherwise set forth in this Agreement, the Settling Distributors agree to treat the State of Washington for all purposes as if it were a Settling State under the Global Settlement and its Participating Subdivisions for all purposes as if they were Participating Subdivisions under the Global Settlement. Unless stated otherwise in this Agreement, the terms of this Agreement are intended to be consistent with the terms of the Global Settlement and shall be construed accordingly. Unless otherwise defined in this Agreement, all capitalized terms in this Agreement shall be defined as they are in the Global Settlement. The Settling Distributors have agreed to the below terms for the sole purpose of settlement, and nothing herein, including in any exhibit to this Agreement, may be taken as or construed to be an admission or concession of any violation of law, rule, or regulation, or of any other matter of fact or law, or of any liability or wrongdoing, or any misfeasance, nonfeasance, or malfeasance, all of which the Settling Distributors expressly deny. No part of this Agreement, including its statements and commitments, and its exhibits, shall constitute or be used as evidence of any liability, fault, or wrongdoing by the Settling Distributors. Unless the contrary is expressly stated, this Agreement is not intended for use b y any third party for any purpose, including submission to any court for any purpose. II. Conditions to Effectiveness of Agreement A. Global Settlement Conditions to Effectiveness. 1. The Agreement Parties acknowledge that certain deadlines set forth in Section VIII of the Global Settlement passed before the execution of this Agreement. For 1 The version of the Global Settlement as updated on March 25, 2022 is attached to this Agreement as Exhibit H. Further updates to the Global Settlement shall be deemed incorporated into this Agreement and shall supersede all earlier versions of the updated provisions. AGENDA ITEM #6. f) 2 that reason, (i) Settling Distributors agree to treat the State of Washington as satisfying the deadlines set forth in Section VIII of the Global Settlement provided that the State of Washington satisfies its obligations set forth in this Section II and (ii) the State of Washington agrees to treat Settling Distributors as having satisfied all notice obligations under Section VIII.B of the Global Settlement as to the State of Washington. 2. The State of Washington shall deliver all signatures and releases required by the Agreement to be provided by the Settling States to the Settling Distributors by September 30, 2022. This Section II.A.2 supersedes the deadline for delivering those signatures and releases set forth in Section VIII.A.1 of the Global Settlement. B. Agreement with Enforcement Committee. This Agreement shall not become effective unless the Enforcement Committee and the Settling Distributors execute the Enforcement Committee Agreement. If the Enforcement Committee Agreement is not executed by June 1, 2022, the State of Washington and Settling Distributors will promptly negotiate an agreement that mirrors the Global Settlement to the extent possible and with a credit of $1,000,000 to Settling Distributors to account for possible credits the Settling Distributors would have received under Section V of this Agreement from the State Cost Fund and the Litigating Subdivision Cost Fund of the Global Settlement and to be deducted from the Year 7 payment described in Section V.B.1 and Section V.C.g of this Agreement. C. Participation by Subdivisions. If the condition in Section II.B has been satisfied, this Agreement shall become effective upon one of the following conditions being satisfied: 1. All Litigating Subdivisions in the State of Washington and ninety percent (90%) of Non-Litigating Primary Subdivisions (calculated by population pursuant to the Global Settlement) in the State of Washington must become Participating Subdivisions by September 23, 2022. 2. If the condition set forth in Section II.C.1 is not met, the Settling Distributors shall have sole discretion to accept the terms of this Agreement, which shall become effective upon notice provided by the Settling Distributors to the State of Washington. If the condition set forth by Section II.C.1 is not met and Settling Distributors do not exercise discretion to accept this Agreement, this Agreement will have no further effect and all releases and other commitments or obligations contained herein will be void. D. Dismissal of Claims. Provided that the conditions in Sections II.B and II.C have been satisfied, the State of Washington shall file the Consent Judgment described in Section I.N of the Global Settlement and attached hereto as Exhibit G (“Washington Consent Judgment”) with the King County Superior Court (“Washington Consent Judgment Court”) on or before November 1, 2022. This Section II.C.2 supersedes the deadline for submitting a Consent Judgment set forth in Section VIII.B of the Global Settlement. In the event that the Court declines to enter the Washington Consent Judgment, each Settling Distributor shall be entitled to terminate the Agreement as to itself and shall be excused from all obligations under the Agreement, and if a Settling Distributor terminates the Agreement as to itself, all releases and other commitments or obligations contained herein with respect to that Settling Distributor will be null and void. The date of the entry of the Washington Consent Judgment shall be the effective date of this Agreement AGENDA ITEM #6. f) 3 (“Washington Effective Date”). Within the later of forty-five (45) days after the Washington Effective Date or December 31, 2022, each Settling Distributor will certify to the State that all medical claims data provided to it during the litigation (including Medicaid, PMP, LNI claims, and PEBB data) has been destroyed by the party and its agents, including all retained experts. III. Participation by Subdivisions A. Notice. The Office of the State of Washington Attorney General in consultation with the Settling Distributors shall send individual notice of the opportunity to participate in this Agreement and the requirements for participation to all Subdivisions eligible to participate who have not returned an executed Subdivision Settlement Participation Form within fifteen (15) days of the execution of this Agreement. The Office of the State of Washington Attorney General may also provide general notice reasonably calculated to alert Subdivisions, including publication and other standard forms of notification. Nothing contained herein shall preclude the State of Washington from providing further notice to, or from contacting any of its Subdivision(s) about, becoming a Participating Subdivision. B. Trigger Date for Later Litigating Subdivisions. Notwithstanding Sections I.EE and I.GGGG of the Global Settlement, as to the State of Washington, Settling Distributors and the State of Washington agree to treat the Trigger Date for Primary Subdivisions as September 23, 2022 and the Trigger Date for all other Subdivisions as May 3, 2022. C. Initial and Later Participating Subdivisions. Notwithstanding Sections I.BB, I.CC, I.FF and Section VII.D and E of the Global Settlement, any Participating Subdivision in Washington that meets the applicable requirements for becoming a Participating Subdivision set forth in Section VII.B or Section VII.C of the Global Settlement on or before September 23, 2022 shall be considered an Initial Participating Subdivision. Participating Subdivisions that are not Initial Participating Subdivisions but meet the applicable requirements for becoming Participating Subdivisions set forth in Section VII.B or Section VII.C of the Global Settlement after September 23, 2022 shall be considered Later Participating Subdivisions. D. Subdivision Settlement Participation Forms. Each Subdivision Settlement Participation Form submitted by a Participating Subdivision from the State of Washington shall be materially identical to Exhibit F to this Agreement. Nothing in Exhibit F is intended to modify in any way either the terms of this Agreement or the terms of the Global Settlement, both of which the State of Washington and Participating Subdivisions agree to be bound. To the extent that any Subdivision Settlement Participation Form submitted by any Participating Subdivision is worded differently from Exhibit F to this Agreement or interpreted differently from the Global Agreement and this Agreement in any respect, the Global Agreement and this Agreement control. IV. Settlement Payments A. Schedule. Annual Payments under this Agreement shall be calculated as if the State of Washington were a Settling State under the Global Settlement and shall be made pursuant to the terms of Section IV of the Global Settlement except that, as to the State of Washington, the Payment Date for Payment Year 1 shall be December 1, 2022 and the Payment Date for Payment AGENDA ITEM #6. f) 4 Year 2 shall be December 1, 2022. For the avoidance of doubt, the sole component of the State of Washington’s Annual Payment is the portion of the Net Abatement Amount allocated to the State of Washington under the Global Settlement (“Washington Abatement Amount”). The maximum possible Washington Abatement Amount is $430,249,769.02. B. Use of Payment. The Washington Abatement Amount paid under this Agreement shall be used as provided for in Section V of the Global Settlement. C. Nature of Payment. The State of Washington and its Participating Subdivisions agree that payments made to the State of Washington and its Participating Subdivisions under this Agreement are properly characterized as described in Section V.F of the Global Settlement. V. Plaintiffs’ Attorneys’ Fees and Costs A. Interaction with Global Settlement. Notwithstanding any contrary provision in the Global Settlement, payments to cover attorneys’ fees and costs under this Agreement (“Washington Fees and Costs”) shall be made pursuant to this Section V. B. Amounts. The total amount to cover of all Washington Fees and Costs is $87,750,230.98. That total consists of the categories of attorneys’ fees and costs set forth in this Section V.B and shall be paid on the schedule set forth in Section V.C. 1. State Outside and Inside Counsel Fees and Costs. Settling Distributors shall pay $76,829,316.21 to cover in-house fees and costs and outside counsel fees and costs to the Washington Attorney General’s Office, which shall be used for any lawful purpose in the discharge of the Attorney General’s duties at the sole discretion of the Attorney General. The amount shall be paid in increments as specified in Section V.C (Payment Year 1 – 20%, Payment Year 2 – 20%, Payment Year 3 – 15%, Payment Year 4 – 15%, Payment Year 5 – 15%, Payment Year 6 – 10%, Payment Year 7– 5%.) 2. Fees and Costs for Participating Litigating Subdivisions’ Attorneys. Settling Distributors shall pay $10,920,914.70 to Participating Litigating Subdivisions’ attorneys for fees and costs into a single account as directed by the Washington Attorney General’s Office, which then shall be paid as agreed between the State of Washington and attorneys for Participating Litigating Subdivisions. Participating Litigating Subdivisions’ attorneys shall be paid in accordance with the schedule in Section V.C and V.D.5 of this Agreement. C. Schedule. Washington Fees and Costs shall be paid according to the following schedule: a. Payment Year 1: Twenty percent (20%) of the total Washington Fees and Costs amount ($17,550,046.20), to be paid on or before December 1, 2022. AGENDA ITEM #6. f) 5 b. Payment Year 2: Twenty percent (20%) of the total Washington Fees and Costs amount ($17,550,046.20), to be paid on or before December 1, 2022. c. Payment Year 3: Fifteen percent (15%) of the total Washington Fees and Costs amount ($13,162,534.65), to be paid on or before July 15, 2023. d. Payment Year 4: Fifteen percent (15%) of the total Washington Fees and Costs amount ($13,162,534.65), to be paid on or before July 15, 2024. e. Payment Year 5: Fifteen percent (15%) of the total Washington Fees and Costs amount ($13,162,534.65), to be paid on or before July 15, 2025. f. Payment Year 6: Ten percent (10%) of the total Washington Fees and Costs amount ($8,775,023.10), to be paid on or before July 15, 2026. g. Payment Year 7: Five percent (5%) of the total Washington Fees and Costs amount ($4,387,511.55), to be paid on or before July 15, 2027. D. Remittance. So that Settling Distributors do not pay the same fees and costs under both the Global Settlement and this Agreement, Washington and its Participating Litigating Subdivisions and their respective counsel shall do as follows: 1. Participating Litigating Subdivisions in Washington and their counsel shall apply to the Attorney Fee Fund and the Litigating Subdivision Cost Fund created pursuant to Exhibit R of the Global Settlement for all fees, costs and expenses for which they may be eligible and shall instruct the Fee Panel and the Cost and Expense Fund Administrator to remit to Settling Distributors the full amount awarded to such Participating Litigating Subdivision, with each Settling Distributor receiving the percentage of that amount corresponding to the allocation set forth in Section IV.I of the Global Settlement. 2. Counsel for Participating Subdivisions shall instruct the Fee Panel created by the MDL Court pursuant to Exhibit R of the Global Settlement to remit to Settling Distributors the Contingency Fee Amount for their Participating Subdivisions in the State of Washington, with each Settling Distributor receiving the percentage of that amount corresponding to the allocation set forth in Section IV.I of the Global Settlement. 3. The State of Washington shall instruct the Fee Fund Administrator selected pursuant to Exhibit S of the Global Settlement that the Settling Distributors shall not pay the Fixed Amount for the State of Washington, and the State of Washington will not be eligible to receive funds from the State Outside Counsel Fee Fund under the Global Settlement. 4. The State of Washington shall submit documented costs, as provided for in Exhibit T of the Global Settlement, to the Global Settlement State Cost Fund created pursuant to Exhibit T of the Global Settlement for all costs and expenses for which it may be eligible and shall instruct the State Cost Fund Administrator to remit to Settling Distributors the full amount awarded to the State of Washington, with each Settling AGENDA ITEM #6. f) 6 Distributor receiving the percentage of that amount corresponding to the allocation set forth in Section IV.I of the Global Settlement. 5. No Participating Litigating Subdivision shall receive any payment due under this Agreement, including but not limited to the portion of the Washington Abatement Amount allocable to the Participating Subdivision, until it and/or its outside counsel, as applicable, fulfill their obligations under Sections V.D. 1-2. VI. Release A. Scope. As of the Washington Effective Date, Section XI of the Global Settlement is fully binding on, and effective with respect to, all Releasors under this Agreement. Accordingly, as of the Washington Effective Date, the Released Entities are hereby released and forever discharged from all Released Claims of Releasors, including the State of Washington and its Participating Subdivisions. VII. Miscellaneous A. No Admission. The Settling Distributors do not admit liability, fault, or wrongdoing. Neither this Agreement nor the Washington Consent Judgment shall be considered, construed or represented to be (1) an admission, concession or evidence of liability or wrongdoing or (2) a waiver or any limitation of any defense otherwise available to the Settling Distributors. It i s the understanding and intent of the Agreement Parties that no portion of the Agreement shall be entered into evidence in any other action against the Settling Distributors, among other reasons, because it is not relevant to such action. For the avoidance of any doubt, nothing herein shall prohibit a Settling Distributor from entering this Agreement into evidence in any litigation or arbitration concerning a Settling Distributor’s right to coverage under an insurance contract. B. Tax Cooperation and Reporting. The State of Washington and its Participating Subdivisions will be bound by Section V.F and Section XIV.F of the Global Settlement, except (i) as set forth in the final sentence of this Section VII.B and (ii) that the State of Washington shall be its own Designated State and shall designate its own “appropriate official” within the meaning of Treasury Regulations Section 1.6050X-1(f)(1)(ii)(B) (the “Appropriate Official”). The IRS Forms 1098-F to be filed with respect to this Agreement are attached as Exhibit C, Exhibit D, and Exhibit E. The State of Washington and its Participating Subdivisions agree that any return, amended return, or written statement filed or provided pursuant to Section XIV.F.4 of the Global Settlement with respect to this Agreement, and any similar document, shall be prepared and filed in a manner consistent with reporting each Settling Distributor’s portion of the aggregate amount of payments paid or incurred by the Settling Distributors hereunder as the “Total amount to be paid” pursuant to this Agreement in Box 1 of IRS Form 1098-F, each Settling Distributor’s portion of the amount equal to the aggregate amount of payments paid or incurred by the Settling Distributors hereunder less the Compensatory Restitution Amount as the “Amount to be paid for violation or potential violation” in Box 2 of IRS Form 1098-F and each Settling Distributor’s portion of the Compensatory Restitution Amount as “Restitution/remediation amount” in Box 3 of IRS Form 1098-F, as reflected in Exhibit C, Exhibit D, and Exhibit E. AGENDA ITEM #6. f) 7 C. No Third-Party Beneficiaries. Except as expressly provided in this Agreement, no portion of this Agreement shall provide any rights to, or be enforceable by, any person or entity that is not the State of Washington or a Released Entity. The State of Washington may not assign or otherwise convey any right to enforce any provision of this Agreement. D. Cooperation. Each Agreement Party and each Participating Subdivision agrees to use its best efforts and to cooperate with the other Agreement Parties and Participating Subdivisions to cause this Agreement to become effective, to obtain all necessary approvals, consents and authorizations, if any, and to execute all documents and to take such other action as may be appropriate in connection herewith. Consistent with the foregoing, each Agreement Party and each Participating Subdivision agrees that it will not directly or indirectly assist or encourage any challenge to this Agreement or the Washington Consent Judgment by any other person, and will support the integrity and enforcement of the terms of this Agreement and the Washington Consent Judgment. E. Enforcement. All disputes between Settling Distributors and the State of Washington and/or the Participating Subdivisions in the State of Washington shall be handled as specified in Section VI of the Global Settlement, including the referral of relevant disputes to the National Arbitration Panel. F. No Violations of Applicable Law. Nothing in this Agreement shall be construed to authorize or require any action by Settling Distributors in violation of applicable federal, state, or other laws. G. Modification. This Agreement may be modified by a written agreement of the Agreement Parties. For purposes of modifying this Agreement or the Washington Consent Judgment, Settling Distributors may contact the Washington Attorney General for purposes of coordinating this process. The dates and deadlines in this Agreement may be extended by written agreement of the Agreement Parties, which consent shall not be unreasonably withheld. H. No Waiver. Any failure by any Agreement Party to insist upon the strict performance by any other party of any of the provisions of this Agreement shall not be deemed a waiver of any of the provisions of this Agreement, and such party, notwithstanding such failure, shall have the right thereafter to insist upon the specific performance of any and all of the provisions of this Agreement. I. Entire Agreement. This Agreement, including the Global Settlement (and its exhibits), represents the full and complete terms of the settlement entered into by the Agreement Parties, except as provided herein. In any action undertaken by the Agreement Parties, no prior versions of this Agreement and no prior versions of any of its terms may be introduced for any purpose whatsoever. J. Counterparts. This Agreement may be executed in counterparts, and a facsimile or .pdf signature shall be deemed to be, and shall have the same force and effect as, an original signature. K. Notice. All notices or other communications under this Agreement shall be provided to the following via email and overnight delivery to: AGENDA ITEM #6. f) 8 Copy to AmerisourceBergen Corporation’s attorneys at: Michael T. Reynolds Cravath, Swaine & Moore LLP 825 8th Avenue New York, NY 10019 mreynolds@cravath.com Copy to Cardinal Health, Inc.’s attorneys at: Elaine Golin Wachtell, Lipton, Rosen & Katz 51 West 52nd Street New York, NY 10019 epgolin@wlrk.com Copy to McKesson Corporation’s attorneys at: Thomas J. Perrelli Jenner & Block LLP 1099 New York Avenue, NW, Suite 900 Washington, DC 20001-4412 TPerrelli@jenner.com Copy to the State of Washington at: Shane Esquibel Jeffrey Rupert Laura Clinton Washington Attorney General’s Office 1125 Washington Street SE PO Box 40100 Olympia, WA 98504-0100 Shane.Esquibel@atg.wa.gov Jeffrey.Rupert@atg.wa.gov Laura.Clinton@atg.wa.gov [Signatures begin on next page.] AGENDA ITEM #6. f) AGENDA ITEM #6. f) Authorized and agreed to by: Dated: AMERISOURCEBERGEN CORPORATION By: Elizabeth Campbell Executive Vice President and Chief Legal Officer May 2, 2022 AGENDA ITEM #6. f)     Authorized and agreed to by:     Dated: 04/29/2022 CARDINAL HEALTH, INC. By: Name: Jessica Mayer Title: Chief Legal and Compliance Officer   AGENDA ITEM #6. f) AGENDA ITEM #6. f) A-1 Exhibit A Primary Subdivisions2 No. Subdivision Name 1. Aberdeen city 2. Adams County 3. Anacortes City 4. Arlington City 5. Asotin County 6. Auburn City* 7. Bainbridge Island City 8. Battle Ground City 9. Bellevue City* 10. Bellingham City* 11. Benton County* 12. Bonney Lake City 13. Bothell City* 14. Bremerton City* 15. Burien City* 16. Camas City 17. Centralia City 18. Chelan County* 19. Cheney City 20. Clallam County* 21. Clark County* 22. Covington City 23. Cowlitz County* 24. Des Moines City* 25. Douglas County* 26. East Wenatchee City 27. Edgewood City 28. Edmonds City* 29. Ellensburg City 30. Enumclaw City 31. Everett City* 32. Federal Way City* 33. Ferndale City 34. Fife City 35. Franklin County* 36. Gig Harbor City 37. Grandview City 38. Grant County* 2 Entities denoted with an asterisk (*) indicate a population of greater than 30,000 for purposes of the definition of Primary Subdivision as it relates to Incentive Payment C. AGENDA ITEM #6. f) A-2 39. Grays Harbor County* 40. Island County* 41. Issaquah City* 42. Jefferson County* 43. Kelso City 44. Kenmore City 45. Kennewick City* 46. Kent City* 47. King County* 48. Kirkland City* 49. Kitsap County* 50. Kittitas County* 51. Klickitat County 52. Lacey City* 53. Lake Forest Park City 54. Lake Stevens City* 55. Lakewood City* 56. Lewis County* 57. Liberty Lake City 58. Lincoln County 59. Longview City* 60. Lynden City 61. Lynnwood City* 62. Maple Valley City 63. Marysville City* 64. Mason County* 65. Mercer Island City 66. Mill Creek City 67. Monroe City 68. Moses Lake City 69. Mount Vernon City* 70. Mountlake Terrace City 71. Mukilteo City 72. Newcastle City 73. Oak Harbor City 74. Okanogan County* 75. Olympia City* 76. Pacific County 77. Pasco City* 78. Pend Oreille County 79. Pierce County* 80. Port Angeles City 81. Port Orchard City 82. Poulsbo City 83. Pullman City* 84. Puyallup City* AGENDA ITEM #6. f) A-3 85. Redmond City* 86. Renton City* 87. Richland City* 88. Sammamish City* 89. San Juan County 90. Seatac City 91. Seattle City* 92. Sedro-Woolley City 93. Shelton City 94. Shoreline City* 95. Skagit County* 96. Skamania County 97. Snohomish City 98. Snohomish County* 99. Snoqualmie City 100. Spokane City* 101. Spokane County* 102. Spokane Valley City* 103. Stevens County* 104. Sumner City 105. Sunnyside City 106. Tacoma City* 107. Thurston County* 108. Tukwila City 109. Tumwater City 110. University Place City* 111. Vancouver City* 112. Walla Walla City* 113. Walla Walla County* 114. Washougal City 115. Wenatchee City* 116. West Richland City 117. Whatcom County* 118. Whitman County* 119. Woodinville City 120. Yakima City* 121. Yakima County* AGENDA ITEM #6. f) B-1 Exhibit B Litigating Subdivisions No. Subdivision Name 1. Anacortes City 2. Bainbridge Island City 3. Burlington City 4. Chelan County 5. Clallam County 6. Clark County 7. Everett City 8. Franklin County 9. Island County 10. Jefferson County 11. Kent City 12. King County 13. Kirkland City 14. Kitsap County 15. Kittitas County 16. La Conner School District 17. Lakewood City 18. Lewis County 19. Lincoln County 20. Mount Vernon City 21. Mount Vernon School District 22. Olympia City 23. Pierce County 24. San Juan County 25. Seattle City 26. Sedro-Woolley City 27. Sedro-Woolley School District 28. Skagit County 29. Snohomish County 30. Spokane City 31. Spokane County 32. Tacoma City 33. Thurston County 34. Vancouver City 35. Walla Walla County 36. Whatcom County 37. Whitman County AGENDA ITEM #6. f) C-1 Exhibit C ABC IRS Form 1098-F This Exhibit C will be appended to the Agreement prior to the Effective Date pursuant to Section VII.B. AGENDA ITEM #6. f) D-1 Exhibit D Cardinal Health IRS Form 1098-F This Exhibit D will be appended to the Agreement prior to the Effective Date pursuant to Section VII.B. AGENDA ITEM #6. f) E-1 Exhibit E McKesson IRS Form 1098-F This Exhibit E will be appended to the Agreement prior to the Effective Date pursuant to Section VII.B. AGENDA ITEM #6. f) F-1 Exhibit F Subdivision Settlement Participation Form Governmental Entity: State: Authorized Official: Address 1: Address 2: City, State, Zip: Phone: Email: The governmental entity identified above (“Governmental Entity”), in order to obtain and in consideration for the benefits provided to the Governmental Entity pursuant to the Settlement Agreement dated May 2, 2022 (“Distributors Washington Settlement”), and acting through the undersigned authorized official, hereby elects to participate in the Distributors Washington Settlement, release all Released Claims against all Released Entities, and agrees as follows. 1. The Governmental Entity is aware of and has reviewed the Distributors Washington Settlement, including the Distributor Global Settlement Agreement dated July 21, 2021 (“Global Settlement”) attached to the Distributors Washington Settlement as Exhibit H, understands that all terms in this Participation Form have the meanings defined therein, and agrees that by signing this Participation Form, the Governmental Entity elects to participate in the Distributors Washington Settlement and become a Participating Subdivision as provided therein. 2. The Governmental Entity shall, within 14 days of October 1, 2022 and prior to the filing of the Consent Judgment, secure the dismissal with prejudice of any Released Claims that it has filed. 4. The Governmental Entity agrees to the terms of the Distributors Washington Settlement pertaining to Subdivisions as defined therein. 5. By agreeing to the terms of the Distributors Washington Settlement and becoming a Releasor, the Governmental Entity is entitled to the benefits provided therein, including, if applicable, monetary payments beginning after December 1, 2022. 6. The Governmental Entity agrees to use any monies it receives through the Distributors Washington Settlement solely for the purposes provided therein. 7. The Governmental Entity submits to the jurisdiction of the Washington Consent Judgment Court for purposes limited to that court’s role as provided in, and for resolving disputes to the extent provided in, the Distributors Washington Settlement. The Governmental Entity likewise agrees to arbitrate before the National Arbitration Panel as provided in, and for resolving disputes to the extent otherwise provided in the Distributors Washington Settlement. AGENDA ITEM #6. f) F-2 8. The Governmental Entity has the right to enforce the Distributors Washington Settlement as provided therein. 9. The Governmental Entity, as a Participating Subdivision, hereby becomes a Releasor for all purposes in the Distributors Washington Settlement, including, but not limited to, all provisions of Section XI of the Global Settlement, and along with all departments, agencies, divisions, boards, commissions, districts, instrumentalities of any kind and attorneys, and any person in their official capacity elected or appointed to serve any of the foregoing and any agency, person, or other entity claiming by or through any of the foregoing, and any other entity identified in the definition of Releasor, provides for a release to the fullest extent of its authority. As a Releasor, the Governmental Entity hereby absolutely, unconditionally, and irrevocably covenants not to bring, file, or claim, or to cause, assist or permit to be brought, filed, or claimed, or to otherwise seek to establish liability for any Released Claims against any Released Entity in any forum whatsoever. The releases provided for in the Distributors Washington Settlement are intended by the Agreement Parties to be broad and shall be interpreted so as to give the Released Entities the broadest possible bar against any liability relating in any way to Released Claims and extend to the full extent of the power of the Governmental Entity to release claims. The Distributors Washington Settlement shall be a complete bar to any Released Claim. 10. The Governmental Entity hereby takes on all rights and obligations of a Participating Subdivision as set forth in the Distributors Washington Settlement. 11. In connection with the releases provided for in the Distributors Washington Settlement, each Governmental Entity expressly waives, releases, and forever discharges any and all provisions, rights, and benefits conferred by any law of any state or territory of the United States or other jurisdiction, or principle of common law, which is similar, comparable, or equivalent to § 1542 of the California Civil Code, which reads: General Release; extent. A general release does not extend to claims that the creditor or releasing party does not know or suspect to exist in his or her favor at the time of executing the release, and that if known by him or her would have materially affected his or her settlement with the debtor or released party. A Releasor may hereafter discover facts other than or different from those which it knows, believes, or assumes to be true with respect to the Released Claims, but each Governmental Entity hereby expressly waives and fully, finally, and forever settles, releases and discharges, upon the date the Distributors Washington Settlement becomes effective pursuant to Section II.B of the Distributors Washington Settlement, any and all Released Claims that may exist as of such date but which Releasors do not know or suspect to exist, whether through ignorance, oversight, error, negligence or through no fault whatsoever, and which, if known, would materially affect the Governmental Entities’ decision to participate in the Distributors Washington Settlement. AGENDA ITEM #6. f) F-3 12. Nothing herein is intended to modify in any way the terms of the Distributors Washington Settlement, to which Governmental Entity hereby agrees. To the extent this Participation Form is worded differently from Exhibit F to the Distributors Washington Settlement or interpreted differently from the Distributors Washington Settlement in any respect, the Distributors Washington Settlement controls. I have all necessary power and authorization to execute this Participation Form on behalf of the Governmental Entity. Signature: _____________________________ Name: ________________________________ Title: _________________________________ Date: _________________________________ AGENDA ITEM #6. f) G-1 Exhibit G Consent Judgment and Stipulation of Dismissal with Prejudice The Honorable Michael Ramsey Scott Trial Date: November 15, 2021 STATE OF WASHINGTON KING COUNTY SUPERIOR COURT STATE OF WASHINGTON, Plaintiff, v. MCKESSON CORPORATION, CARDINAL HEALTH INC., and AMERISOURCEBERGEN DRUG CORPORATION, Defendants. NO. 19-2-06975-9 SEA FINAL CONSENT JUDGMENT AND DISMISSAL WITH PREJUDICE FINAL CONSENT JUDGMENT AND DISMISSAL WITH PREJUDICE The State of Washington (“State”) and McKesson Corporation, Cardinal Health, Inc., AmerisourceBergen Drug Corporation and AmerisourceBergen Corporation, together with the subsidiaries thereof (collectively, the “Settling Distributors,” and each a “Settling Distributor”) (together with the State, the “Parties,” and each a “Party”) have entered into a consensual resolution of the above-captioned litigation (the “Action”) pursuant to a settlement agreement entitled Distributors Washington Settlement Agreement, dated as of May 2, 2022 (the “Washington Agreement”), a copy of which is attached hereto as Exhibit A. The Washington Agreement shall become effective by its terms upon the entry of this Final Consent Judgment (the “Judgment”) by the Court without adjudication of any contested issue of fact or law, and without finding or admission of wrongdoing or liability of any kind. By entering into the Washington Agreement, the State of Washington agrees to be bound by all terms and conditions AGENDA ITEM #6. f) G-2 of the Distributor Settlement Agreement, dated as of July 21, 2021 (as subsequently updated) (the “Global Agreement”), a copy of which is attached hereto as Exhibit B (together with the Washington Agreement, the “Agreements”) unless stated otherwise in the Washington Agreement. Unless stated otherwise in the Washington Agreement, the terms of the Washington Agreement are intended to be consistent with the terms of the Global Settlement and shall be construed accordingly. I. RECITALS: 1. Each Party warrants and represents that it engaged in arm’s-length negotiations in good faith. In hereby executing the Agreements, the Parties intend to effect a good-faith settlement. 2. The State has determined that the Agreements are in the public interest. 3. The Settling Distributors deny the allegations against them and that they have any liability whatsoever to the State, its Subdivisions, and/or (a) any of the State’s or Subdivisions’ departments, agencies, divisions, boards, commissions, districts, instrumentalities of any kind and attorneys, including its Attorney General, and any person in his or her official capacity whether elected or appointed to serve any of the foregoing and any agency, person, or other entity claiming by or through any of the foregoing, (b) any public entities, public instrumentalities, public educational institutions, unincorporated districts, fire districts, irrigation districts, and other Special Districts, and (c) any person or entity acting in a parens patriae, sovereign, quasi- sovereign, private attorney general, qui tam, taxpayer, or other capacity seeking relief on behalf of or generally applicable to the general public. 4. The Parties recognize that the outcome of the Action is uncertain and a final resolution through the adversarial process likely will require protracted litigation. 5. The Parties agree to the entry of the injunctive relief terms pursuant to Exhibit P of the Global Agreement. 6. Therefore, without any admission of liability or wrongdoing by the Settling Distributors or any other Released Entities (as defined in the Global Agreement), the Parties now mutually consent to the entry of this Judgment and agree to dismissal of the claims with prejudice pursuant AGENDA ITEM #6. f) G-3 to the terms of the Agreements to avoid the delay, expense, inconvenience, and uncertainty of protracted litigation. NOW THEREFORE, IT IS HEREBY ORDERED, ADJUDGED AND DECREED THAT: In consideration of the mutual promises, terms, and conditions set forth in the Agreements, the adequacy of which is hereby acknowledged by all Parties, it is agreed by and between the Settling Distributors and the State, and adjudicated by the Court, as follows: 1. The foregoing Recitals are incorporated herein and constitute an express term of this Judgment. 2. The Parties have entered into a full and final settlement of all Released Claims of Releasors against the Settling Distributors (including but not limited to the State) and the Released Entities pursuant to the terms and conditions set forth in the Agreements. 3. The “Definitions” set forth in Section I of the Global Agreement are incorporated by reference into this Judgment. The State is a “Settling State” within the meaning of the Global Agreement. Unless otherwise defined herein, capitalized terms in this Judgment shall have the same meaning given to them in the Global Agreement, or, if not defined in the Global Agreement, the same meaning given to them in the Washington Agreement. 4. The Parties agree that the Court has jurisdiction over the subject matter of the Action and over the Parties with respect to the Action and this Judgment. This Judgment shall not be construed or used as a waiver of any jurisdictional defense the Settling Distributors or any other Released Entity may raise in any other proceeding. 5. The Court finds that the Agreements were entered into in good faith. 6. The Court finds that entry of this Judgment is in the public interest and reflects a negotiated settlement agreed to by the Parties. The Action is dismissed with prejudice, subject to a retention of jurisdiction by the Court as provided herein and in the Agreements. AGENDA ITEM #6. f) G-4 7. By this Judgment, the Agreements are hereby approved by the Court, and the Court hereby adopts their terms as its own determination of this matter and the Parties’ respective rights and obligations. 8. The Court shall have authority to resolve disputes identified in Section VI.F.1 of the Global Agreement, governed by the rules and procedures of the Court. 9. The Parties have satisfied the Conditions to Effectiveness of Agreement set forth in Section II.B of the Washington Agreement as follows: a. The Enforcement Committee and the Settling Distributors executed the Enforcement Committee Agreement by June 1, 2022. b. All Litigating Subdivisions in the State of Washington and ninety percent (90%) of Non-Litigating Primary Subdivisions (calculated by population pursuant to the Global Settlement) in the State of Washington became Participating Subdivisions by September 23, 2022. 10. The Parties have satisfied the Condition to Effectiveness of Agreement set forth in Section VIII of the Global Agreement and the Release set forth in Sections XI.A, F, and G of the Global Agreement, as follows: a. The Attorney General of the State exercised the fullest extent of his or her powers to release the Settling Distributors and all other Released Entities from all Released Claims pursuant to the release attached hereto as Exhibit C (the “AG Release”). b. The Settling Distributors have determined that there is sufficient State participation and sufficient resolution of the Claims of the Litigating Subdivisions in the Settling States to proceed with the Agreements. c. The Participation Form for each Initial Participating Subdivision in the State has been delivered to the Settling Distributors. As stated in the Participation Form, and for the avoidance of doubt, nothing in the Participation Form executed by the Participating Subdivisions is intended to modify in any way the terms of the AGENDA ITEM #6. f) G-5 Agreements to which the Participating Subdivisions agree. As stated in the Participation Form, to the extent the executed version of the Participation Form differs from the Global Agreement in any respect, the Global Agreement controls. d. Pursuant to Section VIII.B of the Global Agreement, each Participating Subdivision in the State is dismissing with prejudice any Released Claims that it has filed against the Settling Distributors and the Released Entities. 11. Release. The Parties acknowledge that the AG Release, which is incorporated by reference herein, is an integral part of this Judgment. Pursuant to the Agreements and the AG Release and without limitation and to the maximum extent of the power of the State’s Attorney General, the Settling Distributors and the other Released Entities are, as of the Effective Date, hereby released from any and all Released Claims of (a) the State and its Participating Subdivisions and any of their departments, agencies, divisions, boards, commissions, Subdivisions, districts, instrumentalities of any kind and attorneys, including the State’s Attorney General, and any person in his or her official capacity whether elected or appointed to serve any of the foregoing, and any agency, person, or other entity claiming by or through any of the foregoing, (b) any public entities, public instrumentalities, public educational institutions, unincorporated districts, fire districts, irrigation districts, and other Special Districts in the State, and (c) any person or entity acting in a parens patriae, sovereign, quasi-sovereign, private attorney general, qui tam, taxpayer, or other capacity seeking relief on behalf of or generally applicable to the general public with respect to the State or any Subdivision in the State, whether or not any of them participate in the Agreements. Pursuant to the Agreements and the AG Release and to the maximum extent of the State’s power, the Settling Distributors and the other Released Entities are, as of the Effective Date, hereby released from any and all Released Claims of (1) the State, (2) all past and present executive departments, state agencies, divisions, boards, commissions and instrumentalities with the regulatory authority to enforce state and federal controlled substances acts, and (3) any of the State’s past and present executive departments, agencies, divisions, boards, commissions and instrumentalities that have the authority to bring Claims related to Covered Conduct seeking AGENDA ITEM #6. f) G-6 money (including abatement and/or remediation) or revocation of a pharmaceutical distribution license. For the purposes of clause (3) above, executive departments, agencies, divisions, boards, commissions, and instrumentalities are those that are under the executive authority or direct control of the State’s Governor. Further, the provisions set forth in Section XI of the Global Agreement are incorporated by reference into this Judgment as if fully set forth herein. The Parties acknowledge, and the Court finds, that those provisions are an integral part of the Agreements and this Judgment, and shall govern the rights and obligations of all participants in the settlement. Any modification of those rights and obligations may be made based only on a writing signed by all affected parties and approved by the Court. 12. Release of Unknown Claims. The State expressly waives, releases, and forever discharges any and all provisions, rights, and benefits conferred by any law of any state or territory of the United States or other jurisdiction, or principle of common law, which is similar, comparable, or equivalent to § 1542 of the California Civil Code, which reads: General Release; extent. A general release does not extend to claims that the creditor or releasing party does not know or suspect to exist in his or her favor at the time of executing the release that, if known by him or her, would have materially affected his or her settlement with the debtor or released party. 13. The State may hereafter discover facts other than or different from those which it knows, believes, or assumes to be true with respect to the Released Claims, but the State expressly waived and fully, finally, and forever settled, released and discharged, through the Agreements and AG Release, any and all Released Claims that may exist as of the Effective Date but which the State does not know or suspect to exist, whether through ignorance, oversight, error, negligence or through no fault whatsoever, and which, if known, would have materially affected the State’s decision to enter into the Agreements. 14. Costs and Fees. The Parties will bear their own costs and attorneys’ fees except as otherwise provided in the Agreements. AGENDA ITEM #6. f) G-7 15. No Admission of Liability. The Settling Distributors are consenting to this Judgment solely for the purpose of effectuating the Agreements, and nothing contained herein may be taken as or construed to be an admission or concession of any violation of law, rule, or regulation, or of any other matter of fact or law, or of any liability or wrongdoing, all of which the Settling Distributors expressly deny. None of the Settling Distributors or any other Released Entity admits that it caused or contributed to any public nuisance, and none of the Settling Distributors or any other Released Entity admits any wrongdoing that was or could have been alleged by the State, its Participating Subdivisions, or any other person or entity. No part of this Judgment shall constitute evidence of any liability, fault, or wrongdoing by the Settling Distributors or any other Released Entity. The Parties acknowledge that payments made under the Agreements are not a fine, penalty, or payment in lieu thereof and are properly characterized as described in Section V.F of the Global Agreement. 16. No Waiver. This Judgment is entered based on the Agreements without adjudication of any contested issue of fact or law or finding of liability of any kind. This Judgment shall not be construed or used as a waiver of any Settling Distributor’s right, or any other Released Entity’s right, to defend itself from, or make any arguments in, any other regulatory, governmental, private individual, or class claims or suits relating to the subject matter or terms of this Judgment. Notwithstanding the foregoing, the State may enforce the terms of this Judgment as expressly provided in the Agreements. 17. No Private Right of Action. This Judgment is not intended for use by any third party for any purpose, including submission to any court for any purpose, except pursuant to Section VI.A of the Global Agreement. Except as expressly provided in the Agreements, no portion of the Agreements or this Judgment shall provide any rights to, or be enforceable by, any person or entity that is not a Settling State or Released Entity. The State shall allow Participating Subdivisions in the State to notify it of any perceived violations of the Agreements or this Judgment. No Settling State, including the State of Washington, may assign or otherwise convey any right to enforce any provision of the Agreements. AGENDA ITEM #6. f) G-8 18. Admissibility. It is the intent of the Parties that this Judgment not be admissible in other cases against the Settling Distributors or binding on the Settling Distributors in any respect other than in connection with the enforcement of this Judgment or the Agreements. For the avoidance of doubt, nothing herein shall prohibit a Settling Distributor from entering this Judgment or the Agreements into evidence in any litigation or arbitration concerning (1) a Settling Distributor’s right to coverage under an insurance contract or (2) the enforcement of the releases provided for by the Agreements and this Judgment. 19. Preservation of Privilege. Nothing contained in the Agreements or this Judgment, and no act required to be performed pursuant to the Agreements or this Judgment, is intended to constitute, cause, or effect any waiver (in whole or in part) of any attorney-client privilege, work product protection, or common interest/joint defense privilege, and each Party agrees that it shall not make or cause to be made in any forum any assertion to the contrary. 20. Mutual Interpretation. The Parties agree and stipulate that the Agreements were negotiated on an arm’s-length basis between parties of equal bargaining power and was drafted jointly by counsel for each Party. Accordingly, the Agreements are incorporated herein by reference and shall be mutually interpreted and not construed in favor of or against any Party, except as expressly provided for in the Agreements. 21. Retention of Jurisdiction. The Court shall retain jurisdiction of the Parties for the limited purpose of the resolution of disputes identified in Section VI.F.1 of the Global Agreement. The Court shall have jurisdiction over Participating Subdivisions in the State for the limited purposes identified in the Agreements. 22. Successors and Assigns. This Judgment is binding on each of the Settling Distributor’s successors and assigns. 23. Modification. This Judgment shall not be modified (by the Court, by any other court, or by any other means) without the consent of the State and the Settling Distributors, or as provided for in Section XIV.U of the Global Agreement. AGENDA ITEM #6. f) G-9 So ORDERED this _____ day of _________________ 2022. ____________________________________________ THE HONORABLE JUDGE MICHAEL. R. SCOTT APPROVED, AGREED TO AND PRESENTED BY: ROBERT W. FERGUSON Attorney General s/ MARTHA RODRÍGUEZ LÓPEZ, WSBA No. 35466 ANDREW R.W. HUGHES, WSBA No. 49515 NATHAN K. BAYS, WSBA No. 43025 BRIAN H. ROWE, WSBA No. 56817 SPENCER W. COATES, WSBA No. 49683 KELSEY E. ENDRES, WSBA No. 39409 LAURA K. CLINTON, WSBA No. 29846 JONATHAN J. GUSS, WSBA No. 57663 SUSAN E. LLORENS, WSBA No. 38049 LIA E. PERNELL, WSBA No. 50208 MOTLEY RICE LLC s/ LINDA SINGER, pro hac vice ELIZABETH SMITH, pro hac vice DAVID I. ACKERMAN, pro hac vice JAMES LEDLIE, pro hac vice DON MIGLIORI, pro hac vice REBECCA FONSECA, pro hac vice MICHAEL J. QUIRK, pro hac vice ANNIE KOUBA, pro hac vice MICHAEL J. PENDELL, pro hac vice CHRISTOPHER MORIARTY, pro hac vice LISA M. SALTZBURG, pro hac vice NATALIA DEYNEKA, pro hac vice MICHAEL E. ELSNER, pro hac vice ANDREW P. ARNOLD, pro hac vice MIMI LIU, pro hac vice STOEL RIVES LLP s/ VANESSA SORIANO POWER, WSBA No. 30777 JENNA M. POLIGO, WSBA No. 54466 RACHEL C. LEE, WSBA No. 48245 S. JULIA LITTELL, WSBA No. 54106 PER RAMFJORD, pro hac vice CHRIS C. RIFER, pro hac vice WILLIAMS & CONNOLLY LLP s/ LORYN HELFMANN, pro hac vice A. JOSHUA PODOLL, pro hac vice SUZANNE SALGADO, pro hac vice NEELUM J. WADHWANI, pro hac vice PAUL E. BOEHM, pro hac vice ELEANOR J.G. WASSERMAN, pro hac vice DAVID J. PARK, pro hac vice JOSHUA D. TULLY, pro hac vice STEVEN PYSER, pro hac vice ENU A. MAINIGI, pro hac vice JENNIFER G. WICHT, pro hac vice JOSEPH S. BUSHUR, pro hac vice COLLEEN MCNAMARA, pro hac vice MATTHEW P. MOONEY, pro hac vice ASHLEY W. HARDIN, pro hac vice J. ANDREW KEYES, pro hac vice EMILY R. PISTILLI, pro hac vice BRAD MASTERS, pro hac vice AGENDA ITEM #6. f) G-10 ANN RITTER, pro hac vice SARA AGUINGUA, pro hac vice DAVID BURNETT, pro hac vice VINCENT GREENE, pro hac vice Attorneys for Plaintiff State of Washington WILLIAM F. HAWKINS, pro hac vice Attorneys for Defendant Cardinal Health Inc. GORDON TILDEN THOMAS & CORDELL LLP s/_____________________________ FRANKLIN D. CORDELL, WSBA No. 26392 JEFFREY M. THOMAS, WSBA No. 21175 KASEY HUEBNER, WSBA No. 32890 COVINGTON & BURLING CHISTOPHER EPPICH, pro hac vice ANDREW STANNER, pro hac vice KEVIN KELLY, pro hac vice AMBER CHARLES, pro hac vice MEGHAN MONAGHAN, pro hac vice ISAAC CHAPUT, pro hac vice DANIEL EAGLES, pro hac vice MEGAN MCLAUGHLIN, pro hac vice DEVON L. MOBLEY-RITTER, pro hac vice MEGAN RODGERS, pro hac vice SONYA D. WINNER, pro hac vice CLAYTON L. BAILEY, pro hac vice JAMES A. GOOLD, pro hac vice EMILY KVESELIS, pro hac vice PAUL W. SCHMIDT, pro hac vice ALEXANDER SETZEPFANDT, pro hac vice CHRISTIAN J. PISTILLI, pro hac vice LAUREN DORRIS, pro hac vice NICHOLAS GRIEPSMA, pro hac vice ALISON DICIURCIO, pro hac vice SARA J. DENNIS, pro hac vice PHYLLIS A. JONES, pro hac vice DALE A. RICE, pro hac vice Attorneys for Defendant McKesson Corp. LANE POWELL PC s/_______________________________ JOHN S. DEVLIN III, WSBA No. 23988 PILAR FRENCH, WSBA No. 33300 REED SMITH LLP AGENDA ITEM #6. f) G-11 ROBERT A. NICHOLAS, pro hac vice KIM M. WATTERSON, pro hac vice STEVEN BORANIAN, pro hac vice ELIZABETH BRANDON, pro hac vice Attorneys for Defendant AmerisourceBergen Drug Corporation and AmerisourceBergen Corporation AGENDA ITEM #6. f) G-12 DECLARATION OF SERVICE I declare that I caused a copy of the foregoing document to be electronically served using the Court’s Electronic Filing System, which will serve a copy of this document upon all counsel of record. CARDINAL Vanessa S. Power, Atty vanessa.power@stoel.com Jenna Poligo, Atty jenna.poligo@stoel.com Per A. Ramfjord, Atty per.ramfjord@stoel.com Rachel C. Lee, Atty rachel.lee@stoel.com Christopher C. Rifer, Atty christopher.rifer@stoel.com Loryn Helfmann, Atty lhelfmann@wc.com A. Joshua Podoll, Atty apodoll@wc.com Suzanne Salgado, Atty ssalgado@wc.com Neelum J. Wadhwani, Atty nwadhwani@wc.com Paul E. Boehm, Atty pboehm@wc.com Eleanor J. G. Wasserman, Atty ewasserman@wc.com David J. Park, Atty dpark@wc.com Joshua D. Tully, Atty jtully@wc.com Steven Pyser, Atty spyser@wc.com Enu A. Mainigi, Atty emainigi@wc.com Jennifer G. Wicht, Atty jwicht@wc.com Joseph S. Bushur, Atty jbushur@wc.com Colleen McNamara, Atty cmcnamara@wc.com Ashley W. Hardin, Atty ahardin@wc.com J. Andrew Keyes, Atty akeyes@wc.com Emily R. Pistilli, Atty epistilli@wc.com William F. Hawkins, Atty whawkins@wc.com Stoel Docketing docketclerk@stoel.com Leslie Lomax, Legal Assistant leslie.lomax@stoel.com WA Action cardinalwashingtonaction@wc.com MCKESSON Franklin D. Cordell fcordell@gordontilden.com Jeffrey M. Thomas jthomas@gordontilden.com Kasey Huebner khuebner@gordontilden.com Christopher Eppich, Atty ceppich@cov.com Andrew Stanner, Atty astanner@cov.com Kevin Kelly, Atty kkelly@cov.com Amber Charles, Atty acharles@cov.com Meghan Monaghan, Atty mmonaghan@cov.com Isaac Chaput, Atty ichaput@cov.com Daniel Eagles, Atty deagles@cov.com Megan McLaughlin, Atty mmclaughlin@cov.com Devon L. Mobley-Ritter, Atty dmobleyritter@cov.com Megan Rodgers, Atty mrodgers@cov.com Sonya D. Winner, Atty swinner@cov.com Clayton L. Bailey, Atty cbailey@cov.com AGENDA ITEM #6. f) G-13 James A. Goold, Atty jgoold@cov.com Emily Kveselis, Atty ekveselis@cov.com Paul W. Schmidt, Atty pschmidt@cov.com Alexander Setzepfandt, Atty asetzepfandt@cov.com Christian J. Pistilli, Atty cpistilli@cov.com Lauren Dorris, Atty ldorris@cov.com Nicholas Griepsma, Atty ngriepsma@cov.com Alison DiCiurcio, Atty adiciurcio@cov.com Sara J. Dennis, Atty sdennis@cov.com Phyllis A. Jones, Atty pajones@cov.com Dale A. Rice, Atty drice@cov.com Nicole Antoine, Atty nantoine@cov.com Timothy Hester, Atty thester@cov.com Gregory L. Halperin, Atty ghalperin@cov.com Stephen Petkis, Atty spetkis@cov.com Alice Phillips Atty aphillips@cov.com Ellen Evans, Legal Assistant eevans@gordontilden.com Jacqueline Lucien Legal Assistant jlucien@gordontilden.com Courtney Caryl Garth, Paralegal ccaryl@gordontilden.com Electronic Mailing Inbox mckessonwa@cov.com AMERISOURCEBERGEN Pilar French, Atty frenchp@lanepowell.com John S. Devlin III, Atty devlinj@lanepowell.com Katie Bass, Atty bassk@lanepowell.com Elizabeth Brandon, Atty ebrandon@reedsmith.com Sarah Johansen, Atty sjohansen@reedsmith.com Rachel B. Weil, Atty rweil@reedsmith.com Steven Boranian, Atty sboranian@reedsmith.com Adam D. Brownrout, Atty abrownrout@reedsmith.com Nicole S. Soussan, Atty nsoussan@reedsmith.com Brian T. Himmel, Atty bhimmel@reedsmith.com Shannon E. McClure, Atty smcclure@reedsmith.com Michael J. Salimbene, Atty msalimbene@reedsmith.com Robert A. Nicholas, Atty rnicholas@reedsmith.com Thomas H. Suddath, Jr., Atty tsuddath@reedsmith.com Thomas J. McGarrigle, Atty tmcgarrigle@reedsmith.com Courtland C. Chillingworth, Atty cchillingworth@reedsmith.com Christina M. Vitale, Atty cvitale@reedsmith.com Brian T. Kiolbasa, Atty kiolbasab@lanepowell.com Abigail M. Pierce, Atty abigail.pierce@reedsmith.com Joseph Mahady, Atty jmahady@reedsmith.com Jeffrey R. Melton, Atty jmelton@reedsmith.com Anne E. Rollins, Atty arollins@reedsmith.com Eric J. Buhr, Atty ebuhr@reedsmith.com Brent R. Gary, Atty bgary@reedsmith.com Kim M. Watterson, Atty KWatterson@reedsmith.com Jeffrey M. Weimer, Atty JWeimer@reedsmith.com E-Mailbox Docketing-SEA@lanepowell.com E-Mailbox Docketing-PDX@lanepowell.com E-Mailbox ABDCWA@LanePowell.com AGENDA ITEM #6. f) G-14 DATED ___ day of ____________________ 2022, at Seattle, Washington. s/ ANDREW R.W. HUGHES, WSBA No. 49515 AGENDA ITEM #6. f) Exhibit H Distributor Global Settlement Agreement This document is not attached due to its size. The document can be found here: https://agportal- s3bucket.s3.amazonaws.com/DistributorsSettlement/National%20Distributor%20Settlement.pdf AGENDA ITEM #6. f) EXHIBIT 2 Subdivision Settlement Participation Form (Exhibit F of the Distributors Settlement) AGENDA ITEM #6. f) AGENDA ITEM #6. f) AGENDA ITEM #6. f) AGENDA ITEM #6. f) EXHIBIT 3 One Washington Memorandum of Understanding Between Washington Municipalities AGENDA ITEM #6. f) 1 ONE WASHINGTON MEMORANDUM OF UNDERSTANDING BETWEEN WASHINGTON MUNICIPALITIES Whereas, the people of the State of Washington and its communities have been harmed by entities within the Pharmaceutical Supply Chain who manufacture, distribute, and dispense prescription opioids; Whereas, certain Local Governments, through their elected representatives and counsel, are engaged in litigation seeking to hold these entities within the Pharmaceutical Supply Chain of prescription opioids accountable for the damage they have caused to the Local Governments; Whereas, Local Governments and elected officials share a common desire to abate and alleviate the impacts of harms caused by these entities within the Pharmaceutical Supply Chain throughout the State of Washington, and strive to ensure that principals of equity and equitable service delivery are factors considered in the allocation and use of Opioid Funds; and Whereas, certain Local Governments engaged in litigation and the other cities and counties in Washington desire to agree on a form of allocation for Opioid Funds they receive from entities within the Pharmaceutical Supply Chain. Now therefore, the Local Governments enter into this Memorandum of Understanding (“MOU”) relating to the allocation and use of the proceeds of Settlements described. A.Definitions As used in this MOU: 1.“Allocation Regions” are the same geographic areas as the existing nine (9) Washington State Accountable Community of Health (ACH) Regions and have the purpose described in Section C below. 2.“Approved Purpose(s)” shall mean the strategies specified and set forth in the Opioid Abatement Strategies attached as Exhibit A. 3.“Effective Date” shall mean the date on which a court of competent jurisdiction enters the first Settlement by order or consent decree. The Parties anticipate that more than one Settlement will be administered according to the terms of this MOU, but that the first entered Settlement will trigger allocation of Opioid Funds in accordance with Section B herein, and the formation of the Opioid Abatement Councils in Section C. 4.“Litigating Local Government(s)” shall mean Local Governments that filed suit against any Pharmaceutical Supply Chain Participant pertaining to the Opioid epidemic prior to September 1, 2020. AGENDA ITEM #6. f) 2 5.“Local Government(s)” shall mean all counties, cities, and towns within the geographic boundaries of the State of Washington. 6.“National Settlement Agreements” means the national opioid settlement agreements dated July 21, 2021 involving Johnson & Johnson, and distributors AmerisourceBergen, Cardinal Health and McKesson as well as their subsidiaries, affiliates, officers, and directors named in the National Settlement Agreements, including all amendments thereto. 7.“Opioid Funds” shall mean monetary amounts obtained through a Settlement as defined in this MOU. 8.“Opioid Abatement Council” shall have the meaning described in Section C below. 9.“Participating Local Government(s)” shall mean all counties, cities, and towns within the geographic boundaries of the State that have chosen to sign on to this MOU. The Participating Local Governments may be referred to separately in this MOU as “Participating Counties” and “Participating Cities and Towns” (or “Participating Cities or Towns,” as appropriate) or “Parties.” 10.“Pharmaceutical Supply Chain” shall mean the process and channels through which controlled substances are manufactured, marketed, promoted, distributed, and/or dispensed, including prescription opioids. 11.“Pharmaceutical Supply Chain Participant” shall mean any entity that engages in or has engaged in the manufacture, marketing, promotion, distribution, and/or dispensing of a prescription opioid, including any entity that has assisted in any of the above. 12.“Qualified Settlement Fund Account,” or “QSF Account,” shall mean an account set up as a qualified settlement fund, 468b fund, as authorized by Treasury Regulations 1.468B-1(c) (26 CFR §1.468B-1). 13.“Regional Agreements” shall mean the understanding reached by the Participating Local Counties and Cities within an Allocation Region governing the allocation, management, distribution of Opioid Funds within that Allocation Region. 14.“Settlement” shall mean the future negotiated resolution of legal or equitable claims against a Pharmaceutical Supply Chain Participant when that resolution has been jointly entered into by the Participating Local Governments. “Settlement” expressly does not include a plan of reorganization confirmed under Title 11of the United States Code, irrespective of the extent to which Participating Local Governments vote in favor of or otherwise support such plan of reorganization. AGENDA ITEM #6. f) 3 15.“Trustee” shall mean an independent trustee who shall be responsible for the ministerial task of releasing Opioid Funds from a QSF account to Participating Local Governments as authorized herein and accounting for all payments into or out of the trust. 16.The “Washington State Accountable Communities of Health” or “ACH” shall mean the nine (9) regions described in Section C below. B.Allocation of Settlement Proceeds for Approved Purposes 1.All Opioid Funds shall be held in a QSF and distributed by the Trustee, for the benefit of the Participating Local Governments, only in a manner consistent with this MOU. Distribution of Opioid Funds will be subject to the mechanisms for auditing and reporting set forth below to provide public accountability and transparency. 2.All Opioid Funds, regardless of allocation, shall be utilized pursuant to Approved Purposes as defined herein and set forth in Exhibit A. Compliance with this requirement shall be verified through reporting, as set out in this MOU. 3.The division of Opioid Funds shall first be allocated to Participating Counties based on the methodology utilized for the Negotiation Class in In Re: National Prescription Opiate Litigation, United States District Court for the Northern District of Ohio, Case No. 1:17-md-02804-DAP. The allocation model uses three equally weighted factors: (1) the amount of opioids shipped to the county; (2) the number of opioid deaths that occurred in that county; and (3) the number of people who suffer opioid use disorder in that county. The allocation percentages that result from application of this methodology are set forth in the “County Total” line item in Exhibit B. In the event any county does not participate in this MOU, that county’s percentage share shall be reallocated proportionally amongst the Participating Counties by applying this same methodology to only the Participating Counties. 4.Allocation and distribution of Opioid Funds within each Participating County will be based on regional agreements as described in Section C. C.Regional Agreements 1.For the purpose of this MOU, the regional structure for decision- making related to opioid fund allocation will be based upon the nine (9) pre- defined Washington State Accountable Community of Health Regions (Allocation Regions). Reference to these pre-defined regions is solely for the purpose of AGENDA ITEM #6. f) 4 drawing geographic boundaries to facilitate regional agreements for use of Opioid Funds. The Allocation Regions are as follows: King County (Single County Region) Pierce County (Single County Region) Olympic Community of Health Region (Clallam, Jefferson, and Kitsap Counties) Cascade Pacific Action Alliance Region (Cowlitz, Grays Harbor, Lewis, Mason, Pacific, Thurston, and Wahkiakum Counties) North Sound Region (Island, San Juan, Skagit, Snohomish, and Whatcom Counties) SouthWest Region (Clark, Klickitat, and Skamania Counties) Greater Columbia Region (Asotin, Benton, Columbia, Franklin, Garfield, Kittitas, Walla Walla, Whitman, and Yakima Counties) Spokane Region (Adams, Ferry, Lincoln, Pend Oreille, Spokane, and Stevens Counties) North Central Region (Chelan, Douglas, Grant, and Okanogan Counties) 2.Opioid Funds will be allocated, distributed and managed within each Allocation Region, as determined by its Regional Agreement as set forth below. If an Allocation Region does not have a Regional Agreement enumerated in this MOU, and does not subsequently adopt a Regional Agreement per Section C.5, the default mechanism for allocation, distribution and management of Opioid Funds described in Section C.4.a will apply. Each Allocation Region must have an OAC whose composition and responsibilities shall be defined by Regional Agreement or as set forth in Section C.4. 3.King County’s Regional Agreement is reflected in Exhibit C to this MOU. 4.All other Allocation Regions that have not specified a Regional Agreement for allocating, distributing and managing Opioid Funds, will apply the following default methodology: a. Opioid Funds shall be allocated within each Allocation Region by taking the allocation for a Participating County from Exhibit B and apportioning those funds between that Participating County and its Participating Cities and Towns. Exhibit B also sets forth the allocation to the Participating Counties and the Participating Cities or Towns within the Counties based on a default allocation formula. As set forth above in Section B.3, to determine the allocation to a county, this formula utilizes: (1) the amount of opioids shipped to the county; (2) the number of opioid deaths that occurred in that county; and (3) the number of people who suffer opioid use disorder in that county. To determine the allocation within a county, the formula utilizes historical federal data showing how the specific Counties and the Cities and Towns within the Counties have AGENDA ITEM #6. f) 5 made opioids epidemic-related expenditures in the past. This is the same methodology used in the National Settlement Agreements for county and intra-county allocations. A Participating County, and the Cities and Towns within it may enter into a separate intra-county allocation agreement to modify how the Opioid Funds are allocated amongst themselves, provided the modification is in writing and agreed to by all Participating Local Governments in the County. Such an agreement shall not modify any of the other terms or requirements of this MOU. b.10% of the Opioid Funds received by the Region will be reserved, on an annual basis, for administrative costs related to the OAC. The OAC will provide an annual accounting for actual costs and any reserved funds that exceed actual costs will be reallocated to Participating Local Governments within the Region. c.Cities and towns with a population of less than 10,000 shall be excluded from the allocation, with the exception of cities and towns that are Litigating Participating Local Governments. The portion of the Opioid Funds that would have been allocated to a city or town with a population of less than 10,000 that is not a Litigating Participating Local Government shall be redistributed to Participating Counties in the manner directed in C.4.a above. d.Each Participating County, City, or Town may elect to have its share re-allocated to the OAC in which it is located. The OAC will then utilize this share for the benefit of Participating Local Governments within that Allocation Region, consistent with the Approved Purposes set forth in Exhibit A. A Participating Local Government’s election to forego its allocation of Opioid Funds shall apply to all future allocations unless the Participating Local Government notifies its respective OAC otherwise. If a Participating Local Government elects to forego its allocation of the Opioid Funds, the Participating Local Government shall be excused from the reporting requirements set forth in this Agreement. e.Participating Local Governments that receive a direct payment maintain full discretion over the use and distribution of their allocation of Opioid Funds, provided the Opioid Funds are used solely for Approved Purposes. Reasonable administrative costs for a Participating Local Government to administer its allocation of Opioid Funds shall not exceed actual costs or 10% of the Participating Local Government’s allocation of Opioid Funds, whichever is less. f.A Local Government that chooses not to become a Participating Local Government will not receive a direct allocation of Opioid Funds. The portion of the Opioid Funds that would have been allocated to a Local Government that is not a Participating Local Government shall be AGENDA ITEM #6. f) 6 redistributed to Participating Counties in the manner directed in C.4.a above. g.As a condition of receiving a direct payment, each Participating Local Government that receives a direct payment agrees to undertake the following actions: i. Developing a methodology for obtaining proposals for use of Opioid Funds. ii. Ensuring there is opportunity for community-based input on priorities for Opioid Fund programs and services. iii. Receiving and reviewing proposals for use of Opioid Funds for Approved Purposes. iv. Approving or denying proposals for use of Opioid Funds for Approved Purposes. v. Receiving funds from the Trustee for approved proposals and distributing the Opioid Funds to the recipient. vi. Reporting to the OAC and making publicly available all decisions on Opioid Fund allocation applications, distributions and expenditures. h.Prior to any distribution of Opioid Funds within the Allocation Region, The Participating Local Governments must establish an Opioid Abatement Council (OAC) to oversee Opioid Fund allocation, distribution, expenditures and dispute resolution. The OAC may be a preexisting regional body or may be a new body created for purposes of executing the obligations of this MOU. i.The OAC for each Allocation Region shall be composed of representation from both Participating Counties and Participating Towns or Cities within the Region. The method of selecting members, and the terms for which they will serve will be determined by the Allocation Region’s Participating Local Governments. All persons who serve on the OAC must have work or educational experience pertaining to one or more Approved Uses. j.The Regional OAC will be responsible for the following actions: i. Overseeing distribution of Opioid Funds from Participating Local Governments to programs and services within the Allocation Region for Approved Purposes. AGENDA ITEM #6. f) 7 ii. Annual review of expenditure reports from Participating Local Jurisdictions within the Allocation Region for compliance with Approved Purposes and the terms of this MOU and any Settlement. iii. In the case where Participating Local Governments chose to forego their allocation of Opioid Funds: (i) Approving or denying proposals by Participating Local Governments or community groups to the OAC for use of Opioid Funds within the Allocation Region. (ii) Directing the Trustee to distribute Opioid Funds for use by Participating Local Governments or community groups whose proposals are approved by the OAC. (iii) Administrating and maintaining records of all OAC decisions and distributions of Opioid Funds. iv. Reporting and making publicly available all decisions on Opioid Fund allocation applications, distributions and expenditures by the OAC or directly by Participating Local Governments. v. Developing and maintaining a centralized public dashboard or other repository for the publication of expenditure data from any Participating Local Government that receives Opioid Funds, and for expenditures by the OAC in that Allocation Region, which it shall update at least annually. vi. If necessary, requiring and collecting additional outcome- related data from Participating Local Governments to evaluate the use of Opioid Funds, and all Participating Local Governments shall comply with such requirements. vii. Hearing complaints by Participating Local Governments within the Allocation Region regarding alleged failure to (1) use Opioid Funds for Approved Purposes or (2) comply with reporting requirements. 5. Participating Local Governments may agree and elect to share, pool, or collaborate with their respective allocation of Opioid Funds in any manner they choose by adopting a Regional Agreement, so long as such sharing, pooling, or collaboration is used for Approved Purposes and complies with the terms of this MOU and any Settlement. AGENDA ITEM #6. f) 8 6. Nothing in this MOU should alter or change any Participating Local Government’s rights to pursue its own claim. Rather, the intent of this MOU is to join all parties who wish to be Participating Local Governments to agree upon an allocation formula for any Opioid Funds from any future binding Settlement with one or more Pharmaceutical Supply Chain Participants for all Local Governments in the State of Washington. 7. If any Participating Local Government disputes the amount it receives from its allocation of Opioid Funds, the Participating Local Government shall alert its respective OAC within sixty (60) days of discovering the information underlying the dispute. Failure to alert its OAC within this time frame shall not constitute a waiver of the Participating Local Government’s right to seek recoupment of any deficiency in its allocation of Opioid Funds. 8. If any OAC concludes that a Participating Local Government’s expenditure of its allocation of Opioid Funds did not comply with the Approved Purposes listed in Exhibit A, or the terms of this MOU, or that the Participating Local Government otherwise misused its allocation of Opioid Funds, the OAC may take remedial action against the alleged offending Participating Local Government. Such remedial action is left to the discretion of the OAC and may include withholding future Opioid Funds owed to the offending Participating Local Government or requiring the offending Participating Local Government to reimburse improperly expended Opioid Funds back to the OAC to be re-allocated to the remaining Participating Local Governments within that Region. 9. All Participating Local Governments and OAC shall maintain all records related to the receipt and expenditure of Opioid Funds for no less than five (5) years and shall make such records available for review by any other Participating Local Government or OAC, or the public. Records requested by the public shall be produced in accordance with Washington’s Public Records Act RCW 42.56.001 et seq. Records requested by another Participating Local Government or an OAC shall be produced within twenty-one (21) days of the date the record request was received. This requirement does not supplant any Participating Local Government or OAC’s obligations under Washington’s Public Records Act RCW 42.56.001 et seq. D.Payment of Counsel and Litigation Expenses 1.The Litigating Local Governments have incurred attorneys’ fees and litigation expenses relating to their prosecution of claims against the Pharmaceutical Supply Chain Participants, and this prosecution has inured to the benefit of all Participating Local Governments. Accordingly, a Washington AGENDA ITEM #6. f) 9 Government Fee Fund (“GFF”) shall be established that ensures that all Parties that receive Opioid Funds contribute to the payment of fees and expenses incurred to prosecute the claims against the Pharmaceutical Supply Chain Participants, regardless of whether they are litigating or non-litigating entities. 2.The amount of the GFF shall be based as follows: the funds to be deposited in the GFF shall be equal to 15% of the total cash value of the Opioid Funds. 3.The maximum percentage of any contingency fee agreement permitted for compensation shall be 15% of the portion of the Opioid Funds allocated to the Litigating Local Government that is a party to the contingency fee agreement, plus expenses attributable to that Litigating Local Government. Under no circumstances may counsel collect more for its work on behalf of a Litigating Local Government than it would under its contingency agreement with that Litigating Local Government. 4.Payments from the GFF shall be overseen by a committee (the “Opioid Fee and Expense Committee”) consisting of one representative of the following law firms: (a) Keller Rohrback L.LP.; (b) Hagens Berman Sobol Shapiro LLP; (c) Goldfarb & Huck Roth Riojas, PLLC; and (d) Napoli Shkolnik PLLC. The role of the Opioid Fee and Expense Committee shall be limited to ensuring that the GFF is administered in accordance with this Section. 5.In the event that settling Pharmaceutical Supply Chain Participants do not pay the fees and expenses of the Participating Local Governments directly at the time settlement is achieved, payments to counsel for Participating Local Governments shall be made from the GFF over not more than three years, with 50% paid within 12 months of the date of Settlement and 25% paid in each subsequent year, or at the time the total Settlement amount is paid to the Trustee by the Defendants, whichever is sooner. 6.Any funds remaining in the GFF in excess of: (i) the amounts needed to cover Litigating Local Governments’ private counsel’s representation agreements, and (ii) the amounts needed to cover the common benefit tax discussed in Section C.8 below (if not paid directly by the Defendants in connection with future settlement(s), shall revert to the Participating Local Governments pro rata according to the percentages set forth in Exhibits B, to be used for Approved Purposes as set forth herein and in Exhibit A. 7.In the event that funds in the GFF are not sufficient to pay all fees and expenses owed under this Section, payments to counsel for all Litigating Local Governments shall be reduced on a pro rata basis. The Litigating Local Governments will not be responsible for any of these reduced amounts. AGENDA ITEM #6. f) 10 8.The Parties anticipate that any Opioid Funds they receive will be subject to a common benefit “tax” imposed by the court in In Re: National Prescription Opiate Litigation, United States District Court for the Northern District of Ohio, Case No. 1:17-md-02804-DAP (“Common Benefit Tax”). If this occurs, the Participating Local Governments shall first seek to have the settling defendants pay the Common Benefit Tax. If the settling defendants do not agree to pay the Common Benefit Tax, then the Common Benefit Tax shall be paid from the Opioid Funds and by both litigating and non-litigating Local Governments. This payment shall occur prior to allocation and distribution of funds to the Participating Local Governments. In the event that GFF is not fully exhausted to pay the Litigating Local Governments’ private counsel’s representation agreements, excess funds in the GFF shall be applied to pay the Common Benefit Tax (if any). E.General Terms 1.If any Participating Local Government believes another Participating Local Government, not including the Regional Abatement Advisory Councils, violated the terms of this MOU, the alleging Participating Local Government may seek to enforce the terms of this MOU in the court in which any applicable Settlement(s) was entered, provided the alleging Participating Local Government first provides the alleged offending Participating Local Government notice of the alleged violation(s) and a reasonable opportunity to cure the alleged violation(s). In such an enforcement action, any alleging Participating Local Government or alleged offending Participating Local Government may be represented by their respective public entity in accordance with Washington law. 2.Nothing in this MOU shall be interpreted to waive the right of any Participating Local Government to seek judicial relief for conduct occurring outside the scope of this MOU that violates any Washington law. In such an action, the alleged offending Participating Local Government, including the Regional Abatement Advisory Councils, may be represented by their respective public entities in accordance with Washington law. In the event of a conflict, any Participating Local Government, including the Regional Abatement Advisory Councils and its Members, may seek outside representation to defend itself against such an action. 3.Venue for any legal action related to this MOU shall be in the court in which the Participating Local Government is located or in accordance with the court rules on venue in that jurisdiction. This provision is not intended to expand the court rules on venue. 4.This MOU may be executed in two or more counterparts, each of which shall be deemed an original, but all of which shall constitute one and the same instrument. The Participating Local Governments approve the use of electronic signatures for execution of this MOU. All use of electronic signatures AGENDA ITEM #6. f) 11 shall be governed by the Uniform Electronic Transactions Act. The Parties agree not to deny the legal effect or enforceability of the MOU solely because it is in electronic form or because an electronic record was used in its formation. The Participating Local Government agree not to object to the admissibility of the MOU in the form of an electronic record, or a paper copy of an electronic document, or a paper copy of a document bearing an electronic signature, on the grounds that it is an electronic record or electronic signature or that it is not in its original form or is not an original. 5.Each Participating Local Government represents that all procedures necessary to authorize such Participating Local Government’s execution of this MOU have been performed and that the person signing for such Party has been authorized to execute the MOU. [Remainder of Page Intentionally Left Blank – Signature Pages Follow] AGENDA ITEM #6. f) 12 This One Washington Memorandum of Understanding Between Washington Municipalities is signed this _____ day of ___________________, 2022 by: _______________________________________________ Name & Title ___________________________________ On behalf of ____________________________________ 4894-0031-1574, v. 2 AGENDA ITEM #6. f) EXHIBIT A AGENDA ITEM #6. f) 1 O P I O I D A B A T E M E N T S T R A T E G I E S PART ONE: TREATMENT A.TREAT OPIOID USE DISORDER (OUD) Support treatment of Opioid Use Disorder (OUD) and any co-occurring Substance Use Disorder or Mental Health (SUD/MH) conditions, co-usage, and/or co-addiction through evidence-based, evidence-informed, or promising programs or strategies that may include, but are not limited to, the following: 1.Expand availability of treatment for OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, including all forms of Medication-Assisted Treatment (MAT) approved by the U.S. Food and Drug Administration. 2.Support and reimburse services that include the full American Society of Addiction Medicine (ASAM) continuum of care for OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, including but not limited to: a.Medication-Assisted Treatment (MAT); b.Abstinence-based treatment; c.Treatment, recovery, or other services provided by states, subdivisions, community health centers; non-for-profit providers; or for-profit providers; d.Treatment by providers that focus on OUD treatment as well as treatment by providers that offer OUD treatment along with treatment for other SUD/MH conditions, co-usage, and/or co-addiction; or e.Evidence-informed residential services programs, as noted below. 3.Expand telehealth to increase access to treatment for OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, including MAT, as well as counseling, psychiatric support, and other treatment and recovery support services. 4.Improve oversight of Opioid Treatment Programs (OTPs) to assure evidence-based, evidence-informed, or promising practices such as adequate methadone dosing. 5.Support mobile intervention, treatment, and recovery services, offered by qualified professionals and service providers, such as peer recovery coaches, for persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction and for persons who have experienced an opioid overdose. 6.Support treatment of mental health trauma resulting from the traumatic experiences of the opioid user (e.g., violence, sexual assault, human trafficking, or adverse childhood experiences) and family members (e.g., surviving family members after an overdose AGENDA ITEM #6. f) 2 or overdose fatality), and training of health care personnel to identify and address such trauma. 7.Support detoxification (detox) and withdrawal management services for persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, including medical detox, referral to treatment, or connections to other services or supports. 8.Support training on MAT for health care providers, students, or other supporting professionals, such as peer recovery coaches or recovery outreach specialists, including telementoring to assist community-based providers in rural or underserved areas. 9.Support workforce development for addiction professionals who work with persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction. 10.Provide fellowships for addiction medicine specialists for direct patient care, instructors, and clinical research for treatments. 11.Provide funding and training for clinicians to obtain a waiver under the federal Drug Addiction Treatment Act of 2000 (DATA 2000) to prescribe MAT for OUD, and provide technical assistance and professional support to clinicians who have obtained a DATA 2000 waiver. 12.Support the dissemination of web-based training curricula, such as the American Academy of Addiction Psychiatry’s Provider Clinical Support Service-Opioids web- based training curriculum and motivational interviewing. 13. Support the development and dissemination of new curricula, such as the American Academy of Addiction Psychiatry’s Provider Clinical Support Service for Medication-Assisted Treatment. B.SUPPORT PEOPLE IN TREATMENT AND RECOVERY Support people in treatment for and recovery from OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction through evidence-based, evidence-informed, or promising programs or strategies that may include, but are not limited to, the following: 1.Provide the full continuum of care of recovery services for OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, including supportive housing, residential treatment, medical detox services, peer support services and counseling, community navigators, case management, and connections to community-based services. 2.Provide counseling, peer-support, recovery case management and residential treatment with access to medications for those who need it to persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction. AGENDA ITEM #6. f) 3 3.Provide access to housing for people with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, including supportive housing, recovery housing, housing assistance programs, or training for housing providers. 4.Provide community support services, including social and legal services, to assist in deinstitutionalizing persons with OUD and any co-occurring SUD/MH conditions, co- usage, and/or co-addiction. 5.Support or expand peer-recovery centers, which may include support groups, social events, computer access, or other services for persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction. 6.Provide employment training or educational services for persons in treatment for or recovery from OUD and any co-occurring SUD/MH conditions, co-usage, and/or co- addiction. 7.Identify successful recovery programs such as physician, pilot, and college recovery programs, and provide support and technical assistance to increase the number and capacity of high-quality programs to help those in recovery. 8.Engage non-profits, faith-based communities, and community coalitions to support people in treatment and recovery and to support family members in their efforts to manage the opioid user in the family. 9.Provide training and development of procedures for government staff to appropriately interact and provide social and other services to current and recovering opioid users, including reducing stigma. 10.Support stigma reduction efforts regarding treatment and support for persons with OUD, including reducing the stigma on effective treatment. C.CONNECT PEOPLE WHO NEED HELP TO THE HELP THEY NEED (CONNECTIONS TO CARE) Provide connections to care for people who have – or are at risk of developing – OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction through evidence- based, evidence-informed, or promising programs or strategies that may include, but are not limited to, the following: 1.Ensure that health care providers are screening for OUD and other risk factors and know how to appropriately counsel and treat (or refer if necessary) a patient for OUD treatment. 2.Support Screening, Brief Intervention and Referral to Treatment (SBIRT) programs to reduce the transition from use to disorders. 3.Provide training and long-term implementation of SBIRT in key systems (health, schools, colleges, criminal justice, and probation), with a focus on youth and young adults when transition from misuse to opioid disorder is common. AGENDA ITEM #6. f) 4 4.Purchase automated versions of SBIRT and support ongoing costs of the technology. 5.Support training for emergency room personnel treating opioid overdose patients on post-discharge planning, including community referrals for MAT, recovery case management or support services. 6.Support hospital programs that transition persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, or persons who have experienced an opioid overdose, into community treatment or recovery services through a bridge clinic or similar approach. 7.Support crisis stabilization centers that serve as an alternative to hospital emergency departments for persons with OUD and any co-occurring SUD/MH conditions, co- usage, and/or co-addiction or persons that have experienced an opioid overdose. 8.Support the work of Emergency Medical Systems, including peer support specialists, to connect individuals to treatment or other appropriate services following an opioid overdose or other opioid-related adverse event. 9.Provide funding for peer support specialists or recovery coaches in emergency departments, detox facilities, recovery centers, recovery housing, or similar settings; offer services, supports, or connections to care to persons with OUD and any co- occurring SUD/MH conditions, co-usage, and/or co-addiction or to persons who have experienced an opioid overdose. 10.Provide funding for peer navigators, recovery coaches, care coordinators, or care managers that offer assistance to persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction or to persons who have experienced on opioid overdose. 11.Create or support school-based contacts that parents can engage with to seek immediate treatment services for their child; and support prevention, intervention, treatment, and recovery programs focused on young people. 12.Develop and support best practices on addressing OUD in the workplace. 13.Support assistance programs for health care providers with OUD. 14.Engage non-profits and the faith community as a system to support outreach for treatment. 15.Support centralized call centers that provide information and connections to appropriate services and supports for persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction. 16.Create or support intake and call centers to facilitate education and access to treatment, prevention, and recovery services for persons with OUD and any co- occurring SUD/MH conditions, co-usage, and/or co-addiction. AGENDA ITEM #6. f) 5 17.Develop or support a National Treatment Availability Clearinghouse – a multistate/nationally accessible database whereby health care providers can list locations for currently available in-patient and out-patient OUD treatment services that are accessible on a real-time basis by persons who seek treatment. D.ADDRESS THE NEEDS OF CRIMINAL-JUSTICE-INVOLVED PERSONS Address the needs of persons with OUD and any co-occurring SUD/MH conditions, co- usage, and/or co-addiction who are involved – or are at risk of becoming involved – in the criminal justice system through evidence-based, evidence-informed, or promising programs or strategies that may include, but are not limited to, the following: 1.Support pre-arrest or post-arrest diversion and deflection strategies for persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, including established strategies such as: a.Self-referral strategies such as the Angel Programs or the Police Assisted Addiction Recovery Initiative (PAARI); b.Active outreach strategies such as the Drug Abuse Response Team (DART) model; c.“Naloxone Plus” strategies, which work to ensure that individuals who have received naloxone to reverse the effects of an overdose are then linked to treatment programs or other appropriate services; d.Officer prevention strategies, such as the Law Enforcement Assisted Diversion (LEAD) model; e.Officer intervention strategies such as the Leon County, Florida Adult Civil Citation Network or the Chicago Westside Narcotics Diversion to Treatment Initiative; f.Co-responder and/or alternative responder models to address OUD-related 911 calls with greater SUD expertise and to reduce perceived barriers associated with law enforcement 911 responses; or g.County prosecution diversion programs, including diversion officer salary, only for counties with a population of 50,000 or less. Any diversion services in matters involving opioids must include drug testing, monitoring, or treatment. 2.Support pre-trial services that connect individuals with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction to evidence-informed treatment, including MAT, and related services. 3.Support treatment and recovery courts for persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, but only if these courts provide referrals to evidence-informed treatment, including MAT. AGENDA ITEM #6. f) 6 4.Provide evidence-informed treatment, including MAT, recovery support, or other appropriate services to individuals with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction who are incarcerated in jail or prison. 5.Provide evidence-informed treatment, including MAT, recovery support, or other appropriate services to individuals with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction who are leaving jail or prison have recently left jail or prison, are on probation or parole, are under community corrections supervision, or are in re-entry programs or facilities. 6.Support critical time interventions (CTI), particularly for individuals living with dual- diagnosis OUD/serious mental illness, and services for individuals who face immediate risks and service needs and risks upon release from correctional settings. 7.Provide training on best practices for addressing the needs of criminal-justice- involved persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction to law enforcement, correctional, or judicial personnel or to providers of treatment, recovery, case management, or other services offered in connection with any of the strategies described in this section. E.ADDRESS THE NEEDS OF PREGNANT OR PARENTING WOMEN AND THEIR FAMILIES, INCLUDING BABIES WITH NEONATAL ABSTINENCE SYNDROME Address the needs of pregnant or parenting women with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, and the needs of their families, including babies with neonatal abstinence syndrome, through evidence-based, evidence-informed, or promising programs or strategies that may include, but are not limited to, the following: 1.Support evidence-based, evidence-informed, or promising treatment, including MAT, recovery services and supports, and prevention services for pregnant women – or women who could become pregnant – who have OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, and other measures to educate and provide support to families affected by Neonatal Abstinence Syndrome. 2.Provide training for obstetricians or other healthcare personnel that work with pregnant women and their families regarding treatment of OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction. 3.Provide training to health care providers who work with pregnant or parenting women on best practices for compliance with federal requirements that children born with Neonatal Abstinence Syndrome get referred to appropriate services and receive a plan of safe care. 4.Provide enhanced support for children and family members suffering trauma as a result of addiction in the family; and offer trauma-informed behavioral health treatment for adverse childhood events. AGENDA ITEM #6. f) 7 5.Offer enhanced family supports and home-based wrap-around services to persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, including but not limited to parent skills training. 6.Support for Children’s Services – Fund additional positions and services, including supportive housing and other residential services, relating to children being removed from the home and/or placed in foster care due to custodial opioid use. PART TWO: PREVENTION F.PREVENT OVER-PRESCRIBING AND ENSURE APPROPRIATE PRESCRIBING AND DISPENSING OF OPIOIDS Support efforts to prevent over-prescribing and ensure appropriate prescribing and dispensing of opioids through evidence-based, evidence-informed, or promising programs or strategies that may include, but are not limited to, the following: 1.Training for health care providers regarding safe and responsible opioid prescribing, dosing, and tapering patients off opioids. 2.Academic counter-detailing to educate prescribers on appropriate opioid prescribing. 3.Continuing Medical Education (CME) on appropriate prescribing of opioids. 4.Support for non-opioid pain treatment alternatives, including training providers to offer or refer to multi-modal, evidence-informed treatment of pain. 5.Support enhancements or improvements to Prescription Drug Monitoring Programs (PDMPs), including but not limited to improvements that: a.Increase the number of prescribers using PDMPs; b.Improve point-of-care decision-making by increasing the quantity, quality, or format of data available to prescribers using PDMPs or by improving the interface that prescribers use to access PDMP data, or both; or c.Enable states to use PDMP data in support of surveillance or intervention strategies, including MAT referrals and follow-up for individuals identified within PDMP data as likely to experience OUD. 6.Development and implementation of a national PDMP – Fund development of a multistate/national PDMP that permits information sharing while providing appropriate safeguards on sharing of private health information, including but not limited to: a.Integration of PDMP data with electronic health records, overdose episodes, and decision support tools for health care providers relating to OUD. AGENDA ITEM #6. f) 8 b.Ensuring PDMPs incorporate available overdose/naloxone deployment data, including the United States Department of Transportation’s Emergency Medical Technician overdose database. 7.Increase electronic prescribing to prevent diversion or forgery. 8.Educate Dispensers on appropriate opioid dispensing. G.PREVENT MISUSE OF OPIOIDS Support efforts to discourage or prevent misuse of opioids through evidence-based, evidence- informed, or promising programs or strategies that may include, but are not limited to, the following: 1.Corrective advertising or affirmative public education campaigns based on evidence. 2.Public education relating to drug disposal. 3.Drug take-back disposal or destruction programs. 4.Fund community anti-drug coalitions that engage in drug prevention efforts. 5.Support community coalitions in implementing evidence-informed prevention, such as reduced social access and physical access, stigma reduction – including staffing, educational campaigns, support for people in treatment or recovery, or training of coalitions in evidence-informed implementation, including the Strategic Prevention Framework developed by the U.S. Substance Abuse and Mental Health Services Administration (SAMHSA). 6.Engage non-profits and faith-based communities as systems to support prevention. 7.Support evidence-informed school and community education programs and campaigns for students, families, school employees, school athletic programs, parent- teacher and student associations, and others. 8.School-based or youth-focused programs or strategies that have demonstrated effectiveness in preventing drug misuse and seem likely to be effective in preventing the uptake and use of opioids. 9.Support community-based education or intervention services for families, youth, and adolescents at risk for OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction. 10.Support evidence-informed programs or curricula to address mental health needs of young people who may be at risk of misusing opioids or other drugs, including emotional modulation and resilience skills. 11.Support greater access to mental health services and supports for young people, including services and supports provided by school nurses or other school staff, to AGENDA ITEM #6. f) 9 address mental health needs in young people that (when not properly addressed) increase the risk of opioid or other drug misuse. H.PREVENT OVERDOSE DEATHS AND OTHER HARMS Support efforts to prevent or reduce overdose deaths or other opioid-related harms through evidence-based, evidence-informed, or promising programs or strategies that may include, but are not limited to, the following: 1.Increase availability and distribution of naloxone and other drugs that treat overdoses for first responders, overdose patients, opioid users, families and friends of opioid users, schools, community navigators and outreach workers, drug offenders upon release from jail/prison, or other members of the general public. 2.Provision by public health entities of free naloxone to anyone in the community, including but not limited to provision of intra-nasal naloxone in settings where other options are not available or allowed. 3.Training and education regarding naloxone and other drugs that treat overdoses for first responders, overdose patients, patients taking opioids, families, schools, and other members of the general public. 4.Enable school nurses and other school staff to respond to opioid overdoses, and provide them with naloxone, training, and support. 5.Expand, improve, or develop data tracking software and applications for overdoses/naloxone revivals. 6.Public education relating to emergency responses to overdoses. 7.Public education relating to immunity and Good Samaritan laws. 8.Educate first responders regarding the existence and operation of immunity and Good Samaritan laws. 9.Expand access to testing and treatment for infectious diseases such as HIV and Hepatitis C resulting from intravenous opioid use. 10.Support mobile units that offer or provide referrals to treatment, recovery supports, health care, or other appropriate services to persons that use opioids or persons with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction. 11.Provide training in treatment and recovery strategies to health care providers, students, peer recovery coaches, recovery outreach specialists, or other professionals that provide care to persons who use opioids or persons with OUD and any co- occurring SUD/MH conditions, co-usage, and/or co-addiction. 12.Support screening for fentanyl in routine clinical toxicology testing. AGENDA ITEM #6. f) 10 PART THREE: OTHER STRATEGIES I.FIRST RESPONDERS In addition to items C8, D1 through D7, H1, H3, and H8, support the following: 1.Current and future law enforcement expenditures relating to the opioid epidemic. 2.Educate law enforcement or other first responders regarding appropriate practices and precautions when dealing with fentanyl or other drugs. J.LEADERSHIP, PLANNING AND COORDINATION Support efforts to provide leadership, planning, and coordination to abate the opioid epidemic through activities, programs, or strategies that may include, but are not limited to, the following: 1.Community regional planning to identify goals for reducing harms related to the opioid epidemic, to identify areas and populations with the greatest needs for treatment intervention services, or to support other strategies to abate the opioid epidemic described in this opioid abatement strategy list. 2.A government dashboard to track key opioid-related indicators and supports as identified through collaborative community processes. 3.Invest in infrastructure or staffing at government or not-for-profit agencies to support collaborative, cross-system coordination with the purpose of preventing overprescribing, opioid misuse, or opioid overdoses, treating those with OUD and any co-occurring SUD/MH conditions, co-usage, and/or co-addiction, supporting them in treatment or recovery, connecting them to care, or implementing other strategies to abate the opioid epidemic described in this opioid abatement strategy list. 4.Provide resources to staff government oversight and management of opioid abatement programs. K.TRAINING In addition to the training referred to in various items above, support training to abate the opioid epidemic through activities, programs, or strategies that may include, but are not limited to, the following: 1.Provide funding for staff training or networking programs and services to improve the capability of government, community, and not-for-profit entities to abate the opioid crisis. 2.Invest in infrastructure and staffing for collaborative cross-system coordination to prevent opioid misuse, prevent overdoses, and treat those with OUD and any co- occurring SUD/MH conditions, co-usage, and/or co-addiction, or implement other AGENDA ITEM #6. f) 11 strategies to abate the opioid epidemic described in this opioid abatement strategy list (e.g., health care, primary care, pharmacies, PDMPs, etc.). L.RESEARCH Support opioid abatement research that may include, but is not limited to, the following: 1.Monitoring, surveillance, and evaluation of programs and strategies described in this opioid abatement strategy list. 2.Research non-opioid treatment of chronic pain. 3.Research on improved service delivery for modalities such as SBIRT that demonstrate promising but mixed results in populations vulnerable to opioid use disorders. 4.Research on innovative supply-side enforcement efforts such as improved detection of mail-based delivery of synthetic opioids. 5.Expanded research on swift/certain/fair models to reduce and deter opioid misuse within criminal justice populations that build upon promising approaches used to address other substances (e.g. Hawaii HOPE and Dakota 24/7). 6.Research on expanded modalities such as prescription methadone that can expand access to MAT. AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Adams County Adams County 0.1638732475% Hatton Lind Othello Ritzville Washtucna County Total:0.1638732475% Asotin County Asotin County 0.4694498386% Asotin Clarkston County Total:0.4694498386% Benton County Benton County 1.4848831892% Benton City Kennewick 0.5415650564% Prosser Richland 0.4756779517% West Richland 0.0459360490% County Total:2.5480622463% Chelan County Chelan County 0.7434914485% Cashmere Chelan Entiat Leavenworth Wenatchee 0.2968333494% County Total:1.0403247979% Clallam County Clallam County 1.3076983401% Forks Port Angeles 0.4598370527% Sequim County Total:1.7675353928% *** - Local Government appears in multiple counties B-1 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Clark County Clark County 4.5149775326% Battle Ground 0.1384729857% Camas 0.2691592724% La Center Ridgefield Vancouver 1.7306605325% Washougal 0.1279328220% Woodland*** Yacolt County Total:6.7812031452% Columbia County Columbia County 0.0561699537% Dayton Starbuck County Total:0.0561699537% Cowlitz County Cowlitz County 1.7226945990% Castle Rock Kalama Kelso 0.1331145270% Longview 0.6162736905% Woodland*** County Total:2.4720828165% Douglas County Douglas County 0.3932175175% Bridgeport Coulee Dam*** East Wenatchee 0.0799810865% Mansfield Rock Island Waterville County Total:0.4731986040% Ferry County Ferry County 0.1153487994% Republic County Total:0.1153487994% *** - Local Government appears in multiple counties B-2 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Franklin County Franklin County 0.3361237144% Connell Kahlotus Mesa Pasco 0.4278056066% County Total:0.7639293210% Garfield County Garfield County 0.0321982209% Pomeroy County Total:0.0321982209% Grant County Grant County 0.9932572167% Coulee City Coulee Dam*** Electric City Ephrata George Grand Coulee Hartline Krupp Mattawa Moses Lake 0.2078293909% Quincy Royal City Soap Lake Warden Wilson Creek County Total:1.2010866076% *** - Local Government appears in multiple counties B-3 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Grays Harbor County Grays Harbor County 0.9992429138% Aberdeen 0.2491525333% Cosmopolis Elma Hoquiam McCleary Montesano Oakville Ocean Shores Westport County Total:1.2483954471% Island County Island County 0.6820422610% Coupeville Langley Oak Harbor 0.2511550431% County Total:0.9331973041% Jefferson County Jefferson County 0.4417137380% Port Townsend County Total:0.4417137380% *** - Local Government appears in multiple counties B-4 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation King County King County 13.9743722662% Algona Auburn***0.2622774917% Beaux Arts Village Bellevue 1.1300592573% Black Diamond Bothell***0.1821602716% Burien 0.0270962921% Carnation Clyde Hill Covington 0.0118134406% Des Moines 0.1179764526% Duvall Enumclaw***0.0537768326% Federal Way 0.3061452240% Hunts Point Issaquah 0.1876240107% Kenmore 0.0204441024% Kent 0.5377397676% Kirkland 0.5453525246% Lake Forest Park 0.0525439124% Maple Valley 0.0093761587% Medina Mercer Island 0.1751797481% Milton*** Newcastle 0.0033117880% Normandy Park North Bend Pacific*** Redmond 0.4839486007% Renton 0.7652626920% Sammamish 0.0224369090% SeaTac 0.1481551278% Seattle 6.6032403816% Shoreline 0.0435834501% Skykomish Snoqualmie 0.0649164481% Tukwila 0.3032205739% Woodinville 0.0185516364% Yarrow Point County Total:26.0505653608% *** - Local Government appears in multiple counties B-5 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Kitsap County Kitsap County 2.6294133668% Bainbridge Island 0.1364686014% Bremerton 0.6193374389% Port Orchard 0.1009497162% Poulsbo 0.0773748246% County Total:3.5635439479% Kittitas County Kittitas County 0.3855704683% Cle Elum Ellensburg 0.0955824915% Kittitas Roslyn South Cle Elum County Total:0.4811529598% Klickitat County Klickitat County 0.2211673457% Bingen Goldendale White Salmon County Total:0.2211673457% Lewis County Lewis County 1.0777377479% Centralia 0.1909990353% Chehalis Morton Mossyrock Napavine Pe Ell Toledo Vader Winlock County Total:1.2687367832% *** - Local Government appears in multiple counties B-6 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Lincoln County Lincoln County 0.1712669645% Almira Creston Davenport Harrington Odessa Reardan Sprague Wilbur County Total:0.1712669645% Mason County Mason County 0.8089918012% Shelton 0.1239179888% County Total:0.9329097900% Okanogan County Okanogan County 0.6145043345% Brewster Conconully Coulee Dam*** Elmer City Nespelem Okanogan Omak Oroville Pateros Riverside Tonasket Twisp Winthrop County Total:0.6145043345% Pacific County Pacific County 0.4895416466% Ilwaco Long Beach Raymond South Bend County Total:0.4895416466% *** - Local Government appears in multiple counties B-7 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Pend Oreille County Pend Oreille County 0.2566374940% Cusick Ione Metaline Metaline Falls Newport County Total:0.2566374940% Pierce County Pierce County 7.2310164020% Auburn***0.0628522112% Bonney Lake 0.1190773864% Buckley Carbonado DuPont Eatonville Edgewood 0.0048016791% Enumclaw***0.0000000000% Fife 0.1955185481% Fircrest Gig Harbor 0.0859963345% Lakewood 0.5253640894% Milton*** Orting Pacific*** Puyallup 0.3845704814% Roy Ruston South Prairie Steilacoom Sumner 0.1083157569% Tacoma 3.2816374617% University Place 0.0353733363% Wilkeson County Total:12.0345236870% San Juan County San Juan County 0.2101495171% Friday Harbor County Total:0.2101495171% *** - Local Government appears in multiple counties B-8 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Skagit County Skagit County 1.0526023961% Anacortes 0.1774962906% Burlington 0.1146861661% Concrete Hamilton La Conner Lyman Mount Vernon 0.2801063665% Sedro-Woolley 0.0661146351% County Total:1.6910058544% Skamania County Skamania County 0.1631931925% North Bonneville Stevenson County Total:0.1631931925% Snohomish County Snohomish County 6.9054415622% Arlington 0.2620524080% Bothell***0.2654558588% Brier Darrington Edmonds 0.3058936009% Everett 1.9258363241% Gold Bar Granite Falls Index Lake Stevens 0.1385202891% Lynnwood 0.7704629214% Marysville 0.3945067827% Mill Creek 0.1227939546% Monroe 0.1771621898% Mountlake Terrace 0.2108935805% Mukilteo 0.2561790702% Snohomish 0.0861097964% Stanwood Sultan Woodway County Total:11.8213083387% *** - Local Government appears in multiple counties B-9 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Spokane County Spokane County 5.5623859292% Airway Heights Cheney 0.1238454349% Deer Park Fairfield Latah Liberty Lake 0.0389636519% Medical Lake Millwood Rockford Spangle Spokane 3.0872078287% Spokane Valley 0.0684217500% Waverly County Total:8.8808245947% Stevens County Stevens County 0.7479240179% Chewelah Colville Kettle Falls Marcus Northport Springdale County Total:0.7479240179% Thurston County Thurston County 2.3258492094% Bucoda Lacey 0.2348627221% Olympia 0.6039423385% Rainier Tenino Tumwater 0.2065982350% Yelm County Total:3.3712525050% Wahkiakum County Wahkiakum County 0.0596582197% Cathlamet County Total:0.0596582197% *** - Local Government appears in multiple counties B-10 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Walla Walla County Walla Walla County 0.5543870294% College Place Prescott Waitsburg Walla Walla 0.3140768654% County Total:0.8684638948% Whatcom County Whatcom County 1.3452637306% Bellingham 0.8978614577% Blaine Everson Ferndale 0.0646101891% Lynden 0.0827115612% Nooksack Sumas County Total:2.3904469386% Whitman County Whitman County 0.2626805837% Albion Colfax Colton Endicott Farmington Garfield LaCrosse Lamont Malden Oakesdale Palouse Pullman 0.2214837491% Rosalia St. John Tekoa Uniontown County Total:0.4841643328% *** - Local Government appears in multiple counties B-11 AGENDA ITEM #6. f) EXHIBIT B Local County Government % Allocation Yakima County Yakima County 1.9388392959% Grandview 0.0530606109% Granger Harrah Mabton Moxee Naches Selah Sunnyside 0.1213478384% Tieton Toppenish Union Gap Wapato Yakima 0.6060410539% Zillah County Total:2.7192887991% *** - Local Government appears in multiple counties B-12 AGENDA ITEM #6. f) EXHIBIT 4 Non-Exhaustive List of Expenditures that Qualify as Opioid Remediation (Exhibit E of the Global Settlement) AGENDA ITEM #6. f) AGENDA ITEM #6. f) AGENDA ITEM #6. f) AGENDA ITEM #6. f) AGENDA ITEM #6. f) AGENDA ITEM #6. f) AGENDA ITEM #6. f) AGENDA ITEM #6. f) AGENDA ITEM #6. f) AGENDA ITEM #6. f) AGENDA ITEM #6. f) AGENDA ITEM #6. f) AGENDA ITEM #6. f) AGENDA ITEM #6. f) AGENDA ITEM #6. f) AGENDA ITEM #6. f) AB - 3193 City Council Regular Meeting - 12 Sep 2022 SUBJECT/TITLE: CONTRACT AWARD: Gene Coulon Memorial Park North Water Walk Improvements; CAG-22-014 RECOMMENDED ACTION: Council Concur DEPARTMENT: Parks & Recreation Department - PPNR STAFF CONTACT: Betsy Severtsen, Capital Projects Coordinator EXT.: 6611 FISCAL IMPACT SUMMARY: Redside Construction LLC’s base bid is $3,937,000.00 and Alternate A bid is $295,000.00 for a total of $4,232,000.00 for the Coulon North Water Walk Improvements project, with sales tax (10.1%) the construction contract total will be $4,659,432.00. The funding source is 316.332069.020.594.76.63.000 Coulon North Water Walk Improvements (BOND), which includes park bond funding, a $1.3M Legislative Appropriation Grant, and a $481,050.00 King County Parks Grant award. Together, these funds constitute a sufficient balance for the construction phase of the project, including this construction contract (both Base Bid and Alternate A), a 15% construction contingency, sales tax, material testing and special inspections, permitting and the remaining encumbered engineering contract balance. SUMMARY OF ACTION: The City Clerk Division opened bids for the Coulon North Water Walk Improvements project on August 18, 2022. The bids met the following Council criteria: 1) There was more than one bid 2) The lowest responsive and responsible bid was within budget 3) The lowest responsive and responsible bid had no significant irregularities The Coulon North Water Walk Improvements project was identified in the Bond Projects as a priority project by City Council in 2018. The City of Renton issued an Advertisement for Bids for the Coulon North Water Walk Improvements project and three (3) bids were received on August 18, 2022. Redside Construction LLC provided the lowest qualified Base Bid of $3,937,000.00 and Alternate A Bid of $295,000.00. The Base Bid scope of work for the improvements includes removal of a portion of the existing structure’s concrete deck and replacing it with light -penetrating grated decking supported on new steel girders, replacing picnic floats, replacing grated gangways and timber step runs with light-penetrating grated decking, replacing all treated timber components with recycled plastic lumber, wrapping piles for corrosion protection, providing minor repairs to existing pile caps, and other site improvements. The Alternate A scope of work includ es recoating handrails, bollards, lights, and the Pilot House. Construction is anticipated to begin in October 2022 and conclude by September of 2023. Therefore, staff recommends awarding the Gene Coulon Memorial Park North Water Walk Improvements project to the lowest responsive and responsible bidder, Redside Construction LLC, in the amount of $4,659,432.00, which includes the Base bid, Alternate A, and sales tax. AGENDA ITEM #6. g) EXHIBITS: A. Staff Bid Tab B. Redside Construction LLC Bid and Forms C. Proposed Conditions Site Plan D. Clerk Bid Tab STAFF RECOMMENDATION: Authorize Mayor and City Clerk to enter into an agreement with Redside Construction LLC for the Gene Coulon Memorial Park North Water Walk Improvements, CAG-22-014. AGENDA ITEM #6. g) Project: Gene Coulon Park North Water Walk Project - CAG-22-014 Due Date: August 18, 2022 at 2:00 p.m. Opening Date: August 18, 2022 at 3:00 p.m. CITY OF RENTON BID TABULATION SHEET *Form A*Form B*Form C Form D Form E Form F Ack Bid Total from Prop Prop Bidder List of List of Qualif Bid Adden Schedule of Prices Form Bid Bond Qual Sub-Cont Sub-Cont Key Per Bond A &B *Not Including WSST American Construction Company 1501 Taylor Way Base Bid: $4,870,000.00 1 Tacoma x x x x x x WA Alternate A: $290,000.00 98421 Kevin Culbert Quigg Brothers Inc PO Box 1707, 819 West State St 2 Aberdeen x x x x x x Base Bid: $6,670,000.00 WA 98520 Alternate A: $230,000.00 Charles Quigg Redside Construction LLC 600 Winslow Way E, Ste 237 3 Bainbridge Island x x x x x Base Bid: $3,937,000.00 WA 98110 Alternate A: $295,000.00 Sam Berry Bidder Engineer's Estimate: BASE BID COST: $4,860,681.00 not including WSST BASE ALTERNATE A COST: $156,000 not including WSSTAGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) Sam Berry Project Manager / Owner 13+years Redside Construction LLC, Bainbridge Island WA See attached resume 35years 35years Dickman Mill Park Expansion & Headsaw Project Tacoma Metro Parks 2021 SEE ATTACHED CURRENT / PAST PROJECTS LIST Tacoma Metro Parks Kristi Evans 253-305-1054 kristie@tacomaparks.com Anchor QEA Anna Sponner 206-287-9130 asponner@anchorqea.com City Dock Improvements City of Bainbridge Island City of Bainbridge Island Mark Epstein mepstein@bainbridgewa.gov 206-780-3721 PND Engineers Inc Steve Robert 206-624-1387 SRobert@pndengineers.com SCWQP- Ballard Early Work Package City of Seattle SEE ATTACHED CURRENT / PAST PROJECTS LIST 2020 City of Seattle Cynthia Blazina 206-684-5080 cynthia.blazina@seattle.gov Coast & Harbor Engineering 425-778-6042 **See attached Projects list for more similar jobs. AGENDA ITEM #6. g) David Berry Senior Superintendent 13+years Redside Construction LLC, Bainbridge Island WA See attached resume 58years 58years Dickman Mill Park Expansion & Headsaw Project 2021Tacoma Metro Parks SEE ATTACHED CURRENT / PAST PROJECTS LIST Tacoma Metro Parks kristie@tacomaparks.com Kristi Evans Anchor QEA 253-305-1054 Anna Sponner 206-287-9130 asponner@anchorqea.com SEE ATTACHED CURRENT / PAST PROJECTS LIST 2018City Dock Improvements City of Bainbridge Island City of Bainbridge Island Mark Epstein 206-780-3721 mepstein@bainbridgewa.gov PND Engineers INc Steve Robert 206-624-1387 SRobert@pndengineers.com See attached Projects list for more similar jobs. SCWQP- Ballard Early Work Package 2020City of Seattle SEE ATTACHED CURRENT / PAST PROJECTS LIST Coast & Harbor Engineering 425-778-6042 City of Seattle Cynthia Blazina 206-684-5080 cynthia.blazina@seattle.gov ** AGENDA ITEM #6. g) SSAAMMUUEELL WW.. BBEERRRRYY-- PPRROOJJEECCTT MMAANNAAGGEERR // OOWWNNEERR 8598 Belle Hill Rd, Bainbridge Island, WA 98110• 206-780-6915 EEDDUUCCAATTIIOONN___________________________________________________ UUNNIIVVEERRSSIITTYY OOFF WWAASSHHIINNGGTTOONN 1998-2002 (3.42 GPA) Degree 1: Bachelor of Science in Construction Management - 2002 Degree 2: Bachelor of Arts in Architecture - 2001 Honors Student; Member: Sigma Lambda Chi Honors Society in Construction - 2002 ASC Div. 7 Design-Build Student Competition Championship Team - 2002 SSAANNTTAA CCLLAARRAA UUNNIIVVEERRSSIITTYY Fall 1991-Spring 1993 Communications Major EXPERIENCE__________________________________________________ RREEDDSSIIDDEE CCOONNSSTTRRUUCCTTIIOONN LLLLCC:: OOWWNNEERR // PPRREESSIIDDEENNTT President / Owner: Redside Construction: 2008-present -Owner / Founder of a Redside Construction LLC, a General Marine Construction Company specializing in heavy civil and marine public works construction projects. - Experience in public works construction since 15 years of age, worked for multiple contractors from large to small on over 200 projects ranging from $50k to the $750 million -Learned the fundamental principles of building construction, engineering, and design at an early age while helping to build, manage, and maintain a sustainable family business. GGLLOOBBAALL AAQQUUAA LLLLCC:: FFLLOOAATT MMAANNUUFFAACCTTUURRIINNGG:: SSEENNIIOORR PPRROOJJEECCTT MMAANNAAGGEERR CCAAIICCOOSS CCOORRPPOORRAATTIIOONN:: GGEENNEERRAALL // MMAARRIINNEE CCOONNSSTTRRUUCCTTIIOONN:: PPRROOJJEECCTT MMAANNAAGGEERR President / Owner: Redside Construction VP / Project Manager: Caicos Corp / Global Aqua (2004-2008) Superintendent of small public works: (June 2000-2001) Labor Foreman: (July 1997-June 2000) Carpenter/Laborer: (summers 1984-1993) - Managed all aspects of hundreds of projects from conception & bidding to final completion including all elements of business management, financial management, contracting, bidding, budgeting, scheduling, and construction management. AALLDDRRIICCHH && AASSSSOOCCIIAATTEESS IINNCC:: Project Engineer: (June 2002-March 2004) - Project Engineer & Estimator in the office for commercial & high-end residential projects. - Responsibilities performed include estimating, scheduling, RFI’s, change orders, submittals, meeting minutes, subcontractor coordination, field team management, procurement, closeout, CAD detailing of all wood & masonry walls, and small projects management. AGENDA ITEM #6. g) SSKKAANNSSKKAA UUSSAA:: Project Engineer: (Sept 2002-June 2002) - Project Engineer during Phase 1 of the $750 Million Immunex Helix Project. -Successfully handled work responsibilities while studying in 2 degree programs at the UW. MMAACCLLEEOODD DDEESSIIGGNNSS,, LLTTDD:: Draftsman: (summer 2001) -Learned the fundamental principles of architectural drafting and design practice. -Created contract drawings and managed high-end residential projects during construction. OODDWWAALLLLAA IINNCC.. Area Business Manager-Eugene, Or. (May 1996-June 1997) Route Sales (1993-1995) -Learned to manage people, budgets, time, merchandise, and sales. -Helped to create business operations in Bellingham, Seattle, and Eugene markets. SPECIAL PROJECTS _ ____________________________________________ UUNNIIVVEERRSSIITTYY OOFF WWAASSHHIINNGGTTOONN Design Build Program: Cuba & Mexico 2001. -Participant in the complete design & construction of a children’s library in Cuernvaca Mexico and social club for a farmer’s cooperative in Havana, Cuba. AGENDA ITEM #6. g) DDAAVVIIDD SS.. BBEERRRRYY ––SSEENNIIOORR SSUUPPEERRIINNTTEENNDDEENNTT 528 Winslow Way E.; Bainbridge Island, WA 98110 INTRODUCTION________________________________________________ Chief Superintendent & Quality Control Manager of Redside Construction public works since company inception. Previous construction experience includes Founder / Owner of 3 major marine construction company’s since 1984. Over 30 years extensive experience in the Construction Industry including functioning as Company President, Senior Project Manager, Quality Control Manager, Company Chief Project Superintendent, and Chief Estimator on over 525 public and private works projects between $100,000-$10 million in value. Comprehensive knowledge and experience with Government, commercial and industrial contract documents to include plans, specifications, quality control programs including USACE EM 385-1-1, OSHA, NAVFAC, AHA/Activity Hazard Analysis and government safety programs. Has achieved highest level of proficiency in construction contract administration, construction management; inspection; & project controls, project scheduling & trade coordination, government reporting and field documentation via 3 decades of work experience. EXPERIENCE__________________________________________________ RREEDDSSIIDDEE CCOONNSSTTRRUUCCTTIIOONN LLLLCC:: MMAARRIINNEE CCOONNSSTTRRUUCCTTIIOONN;; CCHH II EE FF MM AARR IINN EE CC OONN SSTT RR UU CCTT II OONN OOPP EE RR AATT II OONN SS MM AANN AAGGEE RR // SSUU PP EE RR IINN TT EE NN DDEE NN TT OOFF PPUU BB LL II CC WWOORR KKSS 2008-Present – General Marine Superintendent/ Construction Quality Control Manager Port Gamble, WA Chief Superintendent and Field Construction Manager of all general marine construction and public works for Redside Construction since the company’s inception. On-site Field Manager of all field and marine construction operations for Redside major public works marine projects. Directly responsible for all phases of construction, to include pre- construction, project start up, scheduling, procurement, inspections, coordination of trades, CQC/quality control, Safety management, field operational controls, Production & CQC reports, RFI’s, RFPs, Submittal review and compliance. Emphasis on direct communication with project management team, architect, engineering, contract management and owners on a day-to-day basis. Has operated as a member of a family business team with son Sam in general marine construction and heavy civil public works construction since 1984, completing over 525 public works projects as a father and son team. PPAACCIIFFIICCAA,, LLLLCC:: RREESSIIDDEENNTTIIAALL CCOONNSSTTRRUUCCTTIIOONN;; OOWWNN EE RR // PP RR EE SSIIDDEE NN TT GGLLOOBBAALL AAQQUUAA,, LLLLCC:: FFLLOOAATT MMAANNUUFFAACCTTUURRIINNGG;; PP ..MM .. // OOWWNN EE RR CCAAIICCOOSS CCOORRPPOORRAATTIIOONN:: MMAARRIINNEE CCOONNSSTTRRUUCCTTIIOONN;; PP ..MM .. // OOWWNN EE RR // CC QQCC MM 1984-2008 Owner / President & Senior Project Manager – Caicos Corporation Bainbridge Island Wa; Port Gamble Offices, WA AGENDA ITEM #6. g) Owner, Senior Project Manager, Project Superintendent, Construction Quality Control and Chief Estimator for over 525 major projects ranging up to $10M in value. Extensive experience performing work for public entities such as federal agencies, counties, cities, port districts, state, and government agencies. 30 years experience in marine construction, including extensive expertise in construction logistics, equipment, scheduling, estimating, field management, Quality Control Management, safety, technology, management, and materials procurement. Specialized knowledge & experience in marine construction project controls and logistics. Also has performed field and project management services for a variety of private, government, and commercial owners for building construction, general marine construction projects, infrastructure improvements, and professional consultation services. PPAACCIIFFIICCAA CCOONNSSTTRRUUCCTTIIOONN,, LLLLCC:: 22000055--PPrreesseenntt OOww nn ee rr // SS ee nn ii oorr PP rroojjee cc tt MM aa nn aa gg ee rr-- PP aa cc ii ffii cc aa CC oonn ss ttrruu cc ttii oonn PPoorrtt GGaammbbllee OOffffiiccee,, WWAA Builder & developer of many residences, including high end custom residential projects since the late 1970’s. Started Pacifica to construct several residential high end homes and custom remodels ranging from $750,000 - $3 million. 11998811--11998855 VVii cc ee PP rree ss ii dd ee nn tt,, BB llooss ss oomm CC oonn ss ttrruu cc ttii oonn CC oo.. Bainbridge Island, WA Managed general construction activities for general and underground utilities contractor. Duties included estimating & project management. COMMUNITY AFFILIATIONS_________________________________________ Member of Board of Directors, American Marine Bank Chairman of Board of Community Mortgage Bainbridge Island Harbor Commissioner Member Near Shore Policy Group Married, two sons, two daughters AGENDA ITEM #6. g) Company/Client Name Project Title Contract #Contract Value Description of Scopes of Work Type of Contract Estimated Completion Date Point of Contact (POC) POC Telephone # Company Performing Work JUB Enginereering and Simplot Legrow Pipeline Project EE $14,972,200 GC / CM for major Pipelin Project, incl construction of 3 ea 60" x 3000lf long Intake Pipes in Columbia River, Flexi Float Barges, Pile Driving from Barges, Pump Plant, and Existing Pipelines & Pump Plant Demolitions Private CURRENT, 2023 Gary Weatherly 509 783 2144 . C 509 737 7320 REDSIDE CONSTR. Port Gamble S'Kallam Tribe South Boat Ramp Replacement G&O 15614.01 $3,534,000.00 The project will consist of demolishing and wastehauling of the existing boat ramp and construction a pile supproted dual lane ramp with center floating dock Public Works CURRENT, Oct-2022 Barry Baker 360-454-5490 REDSIDE CONSTR. University of Washington APL Floating Dock Restoration $2,697,000.00 Procurement of the float modules, steel access bridge, crane, new concrete abutment, Design and engineering Public Works CURRENT Nov-2022 Steve Robert 206-523-0024 ext 138 REDSIDE CONSTR. Port of Poulsbo Port of Poulsbo Boat Launch Replacement $595,821.25 Replacement of the Boat Launch Ramp, repair of the dock bulkhead, replacement of the boarding float and piling, cast in place abutment and stairs, and stormwater/upland improvements Public Works 7/30/2021 John Piccone 360-337-0029 REDSIDE CONSTR. Port of Tacoma WUT Fender System Replacement 71421 $1,711,100.00 Demolition of the existing fender systems including the precast concrete, fender piles, steel walers, chains, cables, and arch fenders. Installation of new fender systems that include cone fenders, UHMW-PE faced steel fender panels, chains, and anchorages. Repairing damaged concrete bullrail and water vault. Public Works 11/17/2021 Elly Bulega 253-428-8638 REDSIDE CONSTR. Metro Parks Tacoma Dickman Mill Expansion and Head Saw 202071J $1,611,124.00 The Dickman Mill Park Expansion and Head Saw Project consists of driving 52 steel piling, demo, new upland pile supported wood decking plazas;grated ramps to the upland plaza; additional guard railings; restoration ofthe historic mill pulley on placed wood decking; restoration of the historicmill head saw placed on a new base and supported on steel piles;restoration of the historic mill log carriage on existing in-water foundations and steel piles; a grated overwater walkway andoverwater view point with wood decking; etc. Public Works 7/1/2021 Kristi Evans 253-305-1054 REDSIDE CONSTR. Washington State Parks and Recreation Wave Attenuator Emergency Repairs SW-DA951 $130,115.37 Emergency Repairs to floating Wave Attenuator. Public Works 5/4/2021 Larry Mallo 360-725-9758 REDSIDE CONSTR. Army Corps of Engineers Alki Seawall / Coastal Erosion Control Project W912DW-19-C- 0033 $3,198,600.00 The work includes construction of a new soldier pile and precast concrete seawall waterward of the existing seawall, including work around an existing 54" outfall pipe owned by King County Federal 3/15/2021 Jenna Cunningham 253-363-0721 REDSIDE CONSTR. Chelan County PUD#1 Park Moorage Dock Replacement 20-04 $721,525.00 Replace Moorage docks at three parks on the columbia river. New docks and pile driving Public Works 2/28/2021 Court Hill 509-661-4143 REDSIDE CONSTR. PME / Department of the Navy BFHF7M Shoreline Remedy Repairs at BNC Bremerton Naval Complex 8004 $292,650.00 All Labor, Material and Equipment for a complete installation of shoreline remedy repairs. Includes all marine equipment and transportation; including but not limited to a crane barge, a deck barge and marine tug support as necessary for transport & installation of 300 tons small armor, filter & rat rock for shoreline rock Federal 1/1/2021 Seth Tinkham 360-598-9310 REDSIDE CONSTR. City of Bellevue Midlakes Pump Station Capacity Improvements 19022 $5,772,179.00 Demolition of existing pump station; Demolition on an existing building; Excavation and installation of new gravity sewer, deep manholes, and.force main under artesian conditions; Installation of new pump station, wet well, valve vault, meter vault,(under artesian aquifer conditions) control building, standby gene rator, RTU equipment, electrical and mechanical components; Groundwater Control during construction using dewatering. Public Works 1/1/2021 Vanaja Rajah 425-452-5286 REDSIDE CONSTR. Boat Street Marina Boat Street Marina Phase II $336,850.95 Demolition and disposal of existing approximately 3250 sq. ft. wharf including the removal of 41 piles. Construction of new 725 sq. ft. grated pier including the installation of 16 steel piles. Public Works 3/15/2021 Steven Agnew 206-634-2050 REDSIDE CONSTR. Port of Keyport Port of Keyport Boat Launch Reconstruction Project $536,346.49 The project generally consists of the removal and replacement of the existing concrete boat launch, pier renovations, and upland improvements. Upland improvements generally include but are not limited to new concrete slabs, demolition of the existing abandoned pump house, installation of a new low-pressure sanitary sewer service, and asphalt resurfacing. Public Works 3/27/2020 John Piccone 360-337-0029 REDSIDE CONSTR. Army Corps of Engineers LWSC ECS Crane Replacement W912DW-17-C- 0008 $5,225,820.00 Demolition and removal of the existing derrick crane, will require cutting the boom, mast, and stifflegs into easilyhandled sections for transport and disposal. These components are coated with paint that contains lead. The Contractor shall cut the crane components into sections utilizing a combination of flame cutting and mechanical cutting tools. The crane is centered 12 feet from the waterway. Conduct activities in a manner to preclude lead from escaping the control area and entering waterway. Federal 3/30/2020 Michael Bondor 206-764-3533 REDSIDE CONSTR. CURRENT / PAST PROJECTS REFERENCE LIST AGENDA ITEM #6. g) City of Seattle SCWQP- Ballard Early Work Package 2017-026 $7,540,809.00 This project consists of the following elements of work: Removal and replacement of existing Combined Sewer Overflow (CSO) Outfall; Removal and replacement of existing timber pier.; Remediation of contaminated site soils, including shoring, dewatering, soil excavation, transport, and disposal.; Installation of temporary electrical services for future project.; Relocation of existing water lines and other utilities to support outfall removal, temporary electrical service installation, and soil remediation. Public Works 1/17/2020 Cynthia Blazina 206-684-5080 REDSIDE CONSTR. City of Edmonds Five Comers Reservoir Recoating E5KA/c473 $2,822,374.00 The project entails complete recoating the 1.5 MG and 3.0 MG welded steel reservoirs and seismic upgrades to the 1.5 MG reservoir. Related work includes installation of overflow piping with air gap structure, roof vent hood assembly repl acement, ladder fall protection systems, manway retr ofits and cathodic protection (as an additive alternate) for both reservoirs; roof access hatch and landing for the 1.5 MG reservoir; and miscellaneous yard piping Public Works 5/1/2019 Henry Schoder 425-771-0220 REDSIDE CONSTR. City of Bainbridge Island Waterfront Park Bridge Repair $141,536.50 Construction of bridge improvements including, without limitation, demolition of the existing bridge decking, railings, and lighting, and replacement with new decking, railings, and lighting. Work includes: demolition, including debris containment and removal; installation of new decking, guardrails, and\ lighting; and associated work. Public Works 3/1/2019 Mark Epstein 206-780-3721 REDSIDE CONSTR. Kitsap County Public Works Wastewater Division Manchester Pump Stations and Beach Lines Rehabilitation KC-496-16 $5,268,656.39 construction include: Pump station rehabilitations including new; submersible wastewater pumps, wet wells, valve/meter vaults, and onsite piping at three existing pump station sites. New MCC and main control panels at all three pump stations. New standby generators at all three pump stations. Elevated concrete slabs, steps and handrails at all three pump stations. Associated site work and surface restoration at all three sites. Decommissioning and removal of three existing pump stations. Shoreline stabilization at two sites. Cured-in-place pipe (CIPP) beach line sewer rehabilitation and Coating.. Public Works 9/24/2018 Floyd Bayless 360-337-5631 REDSIDE CONSTR. Port of Seattle Terminal 5 Pile Removal & Disposal $2,679,000.00 Demolition of existing timber piers 23, 24, 25, and 26 and Shipway north of the Inner Harbor Line. This includes the demolition of timber piles to the mud line, timber deck, miscellaneous abandoned utility lines, and miscellaneous steel items: saddles, tie straps, latter sect. Other work includes the demolition of existing steel sheet pile wall to the existing mud line. Regrade the site behind the demolished wall and installation of rip-rap along the slope. Public Works 2/15/2018 John H. Van Deursen 206-384-0613 REDSIDE CONSTR. City of Bainbridge Island City Dock Improvements $2,033,771.05 Construction of dock improvements including, without limitation, demolition of the existing city dock and pilings, and replacement with new pilings, floats, utilities, and amenities. Work includes demolition, including underwater debris removal; installation of new floats; water, fire, sewer, and electrical lines; concrete launch ramp extension; gate and fencing; dock appurtenances; and associated work. Public Works 3/31/2018 Mark Epstein 206-780-3721 REDSIDE CONSTR. Kitsap County Public Works Roads Division NE West Kingston Road Carpenter Creek Culver Replacement KC-461-16 $3,697,426.44 This contract provides for the improvement of NE West Kingston Road by constructing a Bridge over Carpenter Creek in the Kingston vicinity of northern Kitsap County. The work proposed consists of three schedules, Roadway Improvements, Sanitary Sewer and Water Main. Schedule A, Roadway Improvements consists of Preparation, Grading, Drainage, Storm Sewer, Surfacing, Cement Concrete Bridge Structure, Coating, HMA Pavement, Erosion \ Water Pollution Control, Traffic Safety and Control, Cement Concrete Traffic Curb and Gutter and Sidewalks, Gravity Block Wall and other work. Schedule B Sanitary Sewer consists of HDPE Sewer Pipe and Pipe Casing. Schedule C - Water Main consists of HDPE Pipe for Water Main. Public Works 4/30/2018 Floyd Bayless 360-337-5631 REDSIDE CONSTR.AGENDA ITEM #6. g) Bureau of Reclamation Cle Elum Radial Gate Modification R15PC00143 $2,343,818.00 Removal of corrosion prevention coating on portions of the radial gates; Handling and disposing of the removed coating; Removal of steel expanded metal and angle supports at top of radial gates 1through 5; Removal of the ports installed in radial gate 1; Surface preparation of portions of the gates, prior to welding; Furnishing and installing fabricated metal components on five radial gates; Furnishing and installing fabricated metal components to fill temporary ports in radial gate 1; Furnishing and installing aluminum skin plate on downstream side of five radial gates; Replacing rubber side seals on five radial gates; Spot repair coatings on five radial gates; Coating new metalwork on the radial gates; Overcoating existing metal handrails and hoist mounts. Federal 3/31/2017 Veniamin (Ben) Radchuk 208-378-5116 REDSIDE CONSTR. Chelan County PUD#1 Rocky Reach Dam Steel Floating Caission Rehabilitation 1463 $856,250.00 A very complex Project requiring removal of a 600 ton floating caisson from the water, demolition and disposal of all existing internal mechanical piping, installation of all new mechanical internal piping systems including large valves and valve stems for internal piping system, demo and replacement of major internal structural steel members, installation of a very large temp work platform structure including a fully contained shrink wrap system and environmental controls to facilitate lead & PCB abatement work, surface prep & re-coating of the caisson with high performance coatings including tenting the caisson & all necessary environmental controls, and then safely & efficiently re-launching of the caisson back into the Columbia River. Public Works 5/29/2015 Scott Tidd 509-661-4050 REDSIDE CONSTR. City of Bainbridge Island Eagle Harbor Waterfront Park $1,610,411.15 Construction of park improvements including, selective tree removal pruning, clearing and grubbing, grading, concrete paths and walls, rockeries, decomposed granite plaza, pavers, asphalt parking lot, sidewalks, stormwater systems and rain gardens, water and electrical services, lighting, planting, site furnishings, and other related ancillary items. Public Works 3/15/2017 Mark Epstein 206-780-3721 REDSIDE CONSTR. City of Tacoma Potlatch Transmission Lines North Bay Crossing Rebuild 4600009345 $1,934,000.00 Intertidal Replacement of Tacoma Power's Potlatch Transmission Lines North Bay Crossing with a new foundation, structure, conductors, and capping. Work included heavy pile driving from crane barge, technical marine demolition & disposal by barge of 6 marine foundations contaminated with lead paint in the middle of the bay, assembly and erection of a 165' tubular steel double circuit structure, forming and pouring major over water pile supported concrete cap usign barges / spud barges working around fluctating tides. Public Works 10/18/2014 James Blessing 253-502-8045 REDSIDE CONSTR. WA State Department of Natural Resources South Lake Shoreline Restoration DNR 13- E09 $2,397,400.00 Work included Marine capping & placement of 33,000 tons of shoreline restoration aggregates/sand under water along to create remediate a polluted shallow water habitat at Boeings Renton Plant. All work performed from multiple spud & deck barges using precision GPS Dredgepack Systems amd long reach excavators. Marine demolition including removal of PCB laden dredge spoils, dangerous waste / creosote, 2 derelict marine outfalls, removal of 1,00 feet of outer abandoned marine flume sheet pile walls, retoration 2.9 acres of wetland, removal of nonnative invasive plants from the 3 acre upland property, furnish and install 2 large marine outfalls, diving, tugboating, with fluctuating water levels. Public Works 9/1/2015 Monica Shoemaker 206-799-2949 REDSIDE CONSTR. Douglas County PUD Construct Carpenter Island Public Boat Launch 14-12-W $2,396,400.00 Site Demolition and Construction of Roadways, Parking Lots, Guardrails, Permanent Signage, Stormwater Detention Ponds, Restrooms, Boat Launch, New Boat Ramp, handling floats, concrete abutments, steel pile driving and navigation channel dredging Public Works 5/31/2016 Shane Phillips 425-778-5763 REDSIDE CONSTR. Hoffman Construction / City of Seattle Henderson CSO Underwater Pipeline Construction PW#212- 010AC $778,000.00 Marine Dredging and Marine Outfall Installation from Spud Barge. Work included underwater placement of fish mix, pipe bedding, aggregrate underwater while workign from Spud Barges. Sedeminent Remediation, removal, & export of invasive species laden marine sediment was all performed via barges to facilitate upland landfill of disposal of sedimante / spoils. Work also included Diving and Survey. All of the aggregate material was purchase from Cal Portland Public Works 12/18/2015 Tony Kidd 206-793-5519 REDSIDE CONSTR. Chelan County PUD#1 Lincoln Rock & Daroga State Park Dock and Pile Replacement 1451 $1,099,144.00 Spud Barge & deck barge project. Removing and Disposing of existing docks and wood piles, furnishing and installing new docks, gangways, and new steel piles. Technical Marine logistically challenging project in non-navigable waters with fluctuating water levels Public Works 12/16/2014 Court Hill 509-661-4143 REDSIDE CONSTR.AGENDA ITEM #6. g) Army Corps of Engineers LWSC Tainter Gates & Trunnion Replacement W912DW-14-P- 0010 $637,000.00 Heavy Civil Spud barge / Crane Barge Project. Remove 6 ea existing 20 ton spillway tainter gates, trunnions, and anchor bolts using spud barge. Fabricate new trunnions, recoating, repair concrete over water with environmental controls, install 6 new gates and anchorages from spud barge in fluctuating water levels. Public Works 8/14/2014 Peter Krembs (425) 649-7242 REDSIDE CONSTR. Army Corps of Engineers LWSC Monolith Erosion & Scour Repair W912DW-12-C- 0002 $1,558,000.00 Work required barge import and in water placement of 26 million pounds of restoration aggregates under water in teh spillway using GPS / precision long reach excavators working from spud barges around fluctuating tides day and night. The project was to remediate excessive environmental scour below the spillway and the Ballard Locks monolith to protect against future environmental scour damage & seismic events. The work also included technical diving, furnishing and driving underwater sheet Piles by barge, underwater concrete placement, environmental controls, and multi- beam survey.Federal 3/16/2012 Peter Krembs 206.400.7408 REDSIDE CONSTR. Army Corps of Engineers LWSC Pintle Bearing Repair W912DW-12-C- 0001 $409,138.00 Major spud barge / crane barge project removing the 400ton upstream service gates at the Ballard Locks for ACOE. Prep Ballard Lock Gates for removal including diving, coating, transport to drydock for repair and re-install gates and pintles Federal 10/31/11- 12/22- 11 Peter Krembs 206.400.7408 REDSIDE CONSTR. Department of Ecology Northlake Shipyard Sandblast Grit Interim Removal C1400116 $1,519,571.00 MTCA cleanup action project dredging, disposing, and capping of 12,500 tons of extremely contaminated sediment and sand blast grit in Northlake Shipyard, Seattle. Arsenic, Heavy Metals, PCB, Heavy Environmental Pollution. Work site was 2.5 acres of undewater lake bottom at Northlake Shipyard. All sediment remediation work and marine cap material placement peformed using deck barges and spud barges, dredging machines using RTK positioning, multi-beam bathymetric survey controls, water quality monitoring with telemetry, Cat345CL long reach excavator and crane barge. Water levels fluctuated during construction.Public Works 5/14/2014 Libby Goldstein (425) 649-7242 REDSIDE CONSTR. City of Bainbridge Island Rockaway Beach Dam Termpary Service Gate Rehabilitation $1,056,432.00 Marine Shoreline Restoration Project to remediate a large slide into the intertidal area of Bainbridge Island. Construction, Installation 350 feet soldier pile wall in intertidal zone including Drilled Shafts & Soldier pile on beach, Work included beach nourishment and remediation mateiral placed in teh intertidal, intertidal Wet Excavation, Beach Nourishment Sand Installation, Dewatering, Intertidal CIP concrete placement, intertidal rock placement & geowall, precast concrete panels for marine seawall. Work occured 24hrs days and nights and Labor Day working around tides. Project successfully performed on extremely tight 5 week schedule to meet a fisheries closure. Public Works 6/12/2014 Chris Hammer 206-780-3740 REDSIDE CONSTR. Mukilteo Water & Wastewater District Big Gulch WWTF Outfall Replacement 8586 $615,393.00 Large Marine Outfall w/ Concrete Anchors Installation in Puget Sound. All work performed using multiple Spud & deck barges. Also included multi-beam hydrographic surveying support, technical diving, working around tides / fluctuating water levels.Public Works 8/1/2013 Harry Seller 206-284-0860 REDSIDE CONSTR. City of Lynnwood WWTF Outfall Diffuser Replacement 2040 $390,630.00 36" dia Marine Outfall w/ Concrete Anchors Installation in Puget Sound using Barges & Divers. Work required precision GPS locating from barges, contaminated materials removal and disposal of old marine piping (lead), intertidal material placement, hydrographic surveying Public Works 9/20/2011 Brian Delp 425-670-5224 REDSIDE CONSTR. University of Washington WAC Float Replacement 203205 $333,000.00 Spud barge / barge project. Demo and Disposal of existing timber floats, floatation; Furnishing and installing new timber floats and pile hoops Public Works 8/1/2013 Don Romain 206-221-4396 REDSIDE CONSTR. Hat Island Community Hat Island Marina Expansion $2,800,000.00 50,000cy's dredging & dewatering of a major boat basin using multiple pump, construction of new pile breakwaters at marina entrance channel with steel pipe & sheet piles, new rock jetties, new concrete boat ramp & bulkhead, maintenance and repair of rock breakwater and bulkhead, maintenance dredging of marina basin and entrance channel. Multiple crane barges and 5 excavators used for the work. Private 3/1/2013 Chuck Motson 360-444-6611 REDSIDE CONSTR. Western Washington University Lakewood Dock Replacement $366,351.00 a. Spud barge project in a freshwater lake. New Main Pier/Ramp/Dock - The removal of the existing Main pier, ramp and dock together with associated support piles and the replacement with new piles, pier, ramp, and dock. b. West Launch Pier/Ramp/Dock - The shortening of the existing West Launch pier together with the removal of four timber piles and the installation of new pier decking, ramp, dock and associated piles. c. East Launch Pier/Ramp/Dock - The repair of four existing East Launch ramp/dock timber piles (steel sleeve); and the repair of two existing east launch pier timber piles (fiberglass jacket). Public Works 3/31/2013 Mike DiSpigno 253-383-2740 REDSIDE CONSTR. Marine Floats Corporation Girl Scouts Camp Pile Removal and Pile Driving $52,175.00 Puget Sound Project working in fluctuating water levels, intertidal areas, included Pile Removal, Disposal, and Pile Driving Private 2/7/2013 Logan Brown 253-383-2740 REDSIDE CONSTR.AGENDA ITEM #6. g) Marine Floats Corporation Pleasant Harbor Marina Pile Removal and Pile Driving $77,600.00 Puget Sound Project working in fluctuating water levels, intertidal areas, included Pile Removal, Disposal, and Pile Driving Private 1/21/2013 Logan Brown 253-383-2740 REDSIDE CONSTR. City of Gig Harbor Maritime Pier, Ramp and Float $534,677.00 Demolition of existing creosote timber pier, and replace with a new fixed timber pier supported by steel pipe piles, A new timber float, anchored with steel pipe piles; Installation of a new aluminum gangway from the end of the fixed pier to a new timber float, HDPE utilities, and signage. Public Works 10/15/2012 Marcos McGraw 253-853-2647 REDSIDE CONSTR. Port of Port Angeles Tumwater Creek Bridge Replacement $828,696.00 Work included demolition and removal of mulitiple bridges in intertidal and replacement of a timber bridge at the mouth of Tumwater Creek where it meets Port Angeles Harbor. Work will include driving steel piles, replacing sheet pile wall with rip rap, and installation of a sheet pile wall behind an existing sheet pile wall that would then be removed. Public Works 5/16/2012 Chris 360/417-3446 REDSIDE CONSTR. Kitsap County Public Works NW Stavis Bay Bridge Replacement 3640 $721,048.00 Bridge replacement in Stavis Bay. Work Included Rivirine Excavation, In-water Excavation and fish mix placement on shoriline, dewatering, driving Steel Piling, installation of ELJ's in intertidal, Furnishing,Installing and Grouting Prestressed Concrete Voided Slabs, Surfacing, various Concretes Class 4000, various HMA Pavements, Erosion Control and Planting, Traffic Safety and Control and related work.Public Works 12/19/2011 Jacques Dean 360-337-4693 REDSIDE CONSTR. HDB Marine 25 Mile Creek Guard Station Dock & Boathouse $183,000.00 Spud barge project 25 miles up Lake Chelan. Technical Marine Logistics, included Pile Driving of 24"steel pile, Installation of Boathouses and Pier Subcontract 8/16/2010- 9/30/2010 Martin McDonald P)208-689-3248 F)208-689-3636 REDSIDE CONSTR. City of Wenatchee Wenatchee Day Use Moorage Facility Design / Build Project 804 $641,252.00 Spud Barge Project / technical marine project using barges in high current and fluctuating water level area of the Columbia River. Work inlcuded very technical in-river Marine Rock Drilling, Tugboat Support, Design / Engineer / Build Boarding Float System Complete, Install Elevated Steel Transition platform & 2 ea 6'x80' design / build / engineer gangways, electrical, landscaping, signage, irrigation & paving Public Works 7/09-12/09 Gary Owen(PM), Carl McNabb (PND Engineer) 509-888-3204 Gary, 206-624- 1387 Carl REDSIDE CONSTR. Department of Natural Resources (WSDNR) Marine Station and Squaxin Island Dock Removals 10-E39 $233,000.00 Removed and dispose of 2 ea major creosote treated piers, pilings, dolphins, and associated structures at two intertidal locations in Puget Sound. Work inlcuded removal and remediation of underwater pollution and marine sediments including diving.Public Works 2/7/11-3/14/11 Monica Shoemaker (206) 799-2949 monica.shoemak er@ dnr.wa.gov REDSIDE CONSTR. Max Kuney Construction WSDOT SR-285 George Sellar Bridge 7677 $42,000.00 Spud barge project. Barge, Tugboat, & Marine Installation of Main Steel Bridge Beams under Major Bridge Subcontract 10/10/19- 11/15/09 Michael Grimes/Kevin Carroll 509-535-0651 REDSIDE CONSTR. WSDOT Bremerton Ferry Terminal Slip 1 Seismic Retrofit 00-0844 $60,270.00 Spud barge project, included working around tides in intertidal zone to install a seismic retrofit & new fenderign of the Slip bridge seat at the Bremerton Ferry Terminal, and other work Public Works 5/11/2011 Mike Morrow 206-515-3944 REDSIDE CONSTR. South Puget Sound Salmon Enhancement Group (SPSSE)Squaxin Island Bulkhead Removal $81,869.00 Shoreline Remediation Project performed using spud barges and deck barges. Included shoreline excavation & in-water Excavation and new beach nourishment material placement in the intertidal using excavators and barges.Public Works 3/16/11-3/29/11 Brian Combs P)360-412-0808 ext 2 F)360- 412-0809 REDSIDE CONSTR. City of Portland Bureau of Purchases Riverplace Breakwater Dock Repair 110221 $377,242.00 Marine Project in Major River in Urban Area similar to Duwamish location. Marina Dock Float Renovation & Repairs, Electrical, & Marine HDPE Utilities Public Works 5/09- 10/09 Susan Watt 503-823-5593 REDSIDE CONSTR. Washington State Parks and Recreation Jones and Sucia Islands State Parks- ADA Moorage: In-water Improvements NW-C3805 $371,360.22 Spud barge project, intertidal project working in Puget Sound flucturating water levels, included major demolition and disposal of existing pier / creaosote structures, Pile Driving, Installation of Floats and Gangways, constructing new concrete abutments Public Works 9/11-1/11 Phillip Jensen P)360-755-5262 F)360-428-1094 REDSIDE CONSTR. Triton Logging Inc PSE Project Marine Mob/Demo Logistical Support Services $49,650.00 Technical Marine Mobilization/Demobilization of Spud Barge, and Marine Support Private Contract 11/10-12/10 Andrew Walker P)604-414-7888 REDSIDE CONSTR. Cape George Colony Club George Marina Pile Sleeving $28,394.00 Dredging, Sleeving & Grouting MarinaPiling in interdidal zone Private 2/1/11-2/11/11 Art Burke 360-385-1177 manager@ capegeorge. Org REDSIDE CONSTR. Razz Construction, Inc Anacortes/Guemes Island Pile Driving $35,390.00 Intertidal project working in Puget Sound flucturating water levels buiding a new ferry terminal, Pile Driving from spud barges.Subcontract 1/27/11-2/3/11 Dave Rasmussen P)360-319-5739 F)360-752-0099 REDSIDE CONSTR. Port of Orcas North Outfall Drainage Improvements $150,649.00 Interdidal project requiring relocation of an existing Marine Outfall, New pipe anchor system using driven steel piles on the beach in intertidal zone, 30" HDPE Outfall Repair and Demolition of Ex'g Concrete Anchoring System, New Metal Fabrications, Earthwork, Storm Drainage Utilities. Work included fish mix placement on beach in intertidal for shoreline rehabilitation.Public Works 1/1/2010 Bea von Tobel, Port manager David Williams, Engineer 360-376-5285 Bea 425-951- 4876 David Williams REDSIDE CONSTR. Port of Bremerton Port Orchard Building Pile Repair $97,733.00 Spud barge project. Intertidal pier rehabilitation project working from barges in Puget Sound flucturating water levels.Public Works 8/09-10/09 Steve Slaton (Owner), David Pierce (PND Engineer) 360-674-2381 Steve, 206-624- 1387 David REDSIDE CONSTR.AGENDA ITEM #6. g) Riptide Condominium Riptide II Slope Stabilization Project $363,972.00 Intetidal Wall Project and sediment remediation to repair an environmental slope failure on to Puget Sound Beaches. Intertidal / marine Installation of Soldier Piling & Precast Concrete Panel Wall, Marine Drilled Concrete Shafts Install, Intertidal Excavation, Barge Transport & Marine Placement for Slope Stabilization, HDPE Utilities, Drainage Correction Private 2/09-4/09 Sharon Schrader 360-373-9608 REDSIDE CONSTR. Driftwood Key Club Marina Renovation & Waler Replacement Project $202,000.00 Marina Refurbishment Contract, Waler Replacement, Float Utilities, Float Misc Structural Steel, Marina Floats Refurbishment Private 1/09-4/09 Bill Buegel 360-638-2077 REDSIDE CONSTR. Port of Port Townsend Quilcene Marina Dredging Project $178,850.00 Sediment Dredging and barge Disposal of 3,500cy of Sediment using a 62' long reach excavator w/built-in GPSspud working from spud barge using deck barges for material export. Work included in- water placement of new marine sediment / rock to stabilize wing walls at marina entrance. Work included hydrograhic surveying.Small Works 7/15/2010- 8/7/2010 Jim Pivarnik 360-385-0656 REDSIDE CONSTR. City of Seattle Chester Morse Lake Outlet Channel Deepening O&M PW#2010-041R $235,607.00 Long reach excavator in-water dredging from a spud barge to remediate a blocked exit channel for SPU Utilities. Project required precision GPS dredging, bathymetric survey, spud barges, extremely high level environmental controls because Chester Morse watershed provided drinking water to 3million people in King County.Public Works 7/15/2010- 8/15/2010 John Summers 206-684-5074 REDSIDE CONSTR. City of Seattle Wheeler / Nob Hill Erosion Repair 2009-038 $132,087.00 Installation of Soldier Piling & Structural Precast Concrete Panel Wall, Drilled Concrete Shafts Install, CIP Concrete, Erosion Control Structures, Earthwork, CB's & Stormwater Utilities, curb and sidewalk, 8" HDPE pipe Outfall System Public Works 6/09-10/09 Joe Carter 206-684-5070 REDSIDE CONSTR. King County Marine Bulkhead Restoration- Bunker Trail Vashon Island C00358C09 $50,788.00 Intertidal Marine Construction using spud barges and excavators to perform interdidal shoreline restroatio. Mobilized Rock to Island for Bulkhead repair, TESC, Sewer Force Main on beach & Utilities protection & Environmental protection Public Works 8/1/09-8/15/09 Derren Chernick 206-263-9321 REDSIDE CONSTR. Port of Orcas Eastsound Outfall Emergency Repair Project Appx. $250,000 Intertidal project. Spud Barge Project. 1100ft 12" HDPE Outfall Pipe, Concrete Anchoring System Diffuser Outlets, Excavation and upland 12" Steel Stormwater Piping Public Works Roy Light 360-376-2720 REDSIDE CONSTR. Contract Value Period of Performance $880,000.00 2006/2007 $750,000.00 2003 $877,200.00 11/1/07- 2/14/08 $230,757.00 10/1/08-12/09 $42,000.00 7/5/2008- 9/20/08 $880,000.00 2002 $750,000,000.00 2000-2002 $13,000,000.00 2002 $6,300,000.00 6/24/05 - 3/31/06 $1,714,738.00 1998-2000 $705,176.00 2000 $400,000.00 1998-1999 $352,750.00 7/24/08- 10/23/08 $2million 9/1/07 - 10/1/08 $721,810.50 12/08-12/09 Deep Water Slough Marine Construction including suspension bridge cabling and piling, design/build bridge, 15k tons rock transport across river US Army Corps of Engineers Ballard Locks Renovation Marine Construction including Timber Pile Driving, Replacement of Treated Timber Pier Faces, Demolition US Army Corps of Engineers Snohomish Sheet Pile / Ebey Slough Installation of Sheet piling at Dike District #2 US Army Corps of Engineers Immunex-Amgen Immunex-Amgen Campus Project Construction of Campus for Immunex Corporation, Including Central Utility Plant, Utilidor, Bridge and Seven Multi-Story Campus Buildings Mukilteo School District Odyssey Elementary School Complete Construction of Elementary School and School Campus Marine Demolition, Install 12"-14" dia Steel Piling, Marina Floats, HDPE Utilities, Sitework Washington State Department of Transportation/ Mowat Construction Install 12" Steel Piling, Intertidal Maintenance Dredging Sound Transit/PCL Construction Central Link Light Rail C755 24" X 200' Long Steel Piling Installation, Temporary Shoring, Rebar & Concrete Arrowhead Pt. Sewer Main North Shore Utility District Arrowhead Sewer Replacement HDPE Sewer force main in lake Bridgehaven Community Club Association Bridgehaven Dredging Intertidal Maintenance Dredging Pile Stubbing, Marine Structural Retrofit, Pile Driving, Heavy Civil Hat Island Dredging Intertidal Maintenance Dredging Hat Island Community Association University of Washington Board of Regents Boat Street Marina Reconstruction *NOTE: THE FOLLOWING PROJECTS WERE PERFORMED UNDER OTHER CORPORATE ENTITY TITLES AND WERE MANAGED BY THE FAMILY TEAM OF SAM BERRY, PRESIDENT OF REDSIDE CONSTRUCTION, LLC AND FATHER DAVID BERRY * NOTE: NOT ALL PROJECTS ARE LISTED, ADDITIONAL PROJECTS LISTS AVAILABLE UPON REQUEST: SAM BERRY AND DAVID BERRY (FATHER & SON) HAVE PERFORMED OVER 550 PUBLIC WORKS CONSTRUCTION CONTRACTS AND HUNDREDS OF PRIVATE CONSTRUCTION PROJECTS UNDER VARIOUS COMPANY ENTITY'S SINCE 1984. Company / Client Name Project Title Description of Work City and Borough of Yakutat City and Borough of Yakutat HDPE Fuel Float Dock Furnish / Install Floating Fuel Dock Weston Solutions, Inc. Eagle Harbor Maintenance Facility Driftwood Key Club Driftwood Key Club Maintenance Dredging MEC Laboratory & outfall repair HDPE Seawater Intake and Outfall Southwest Suburban Sewer District Miller Creek Outfall 36" dia Marine HDPE pipe in place Connection to existing outfall AGENDA ITEM #6. g) $185,000.00 7/1/2009- 10/1/09 $350,000.00 5/07-10/07 $580,000.00 6/25/07- 11/15/07 $200,000.00 3/1/07 - 4/15/07 $145,479.00 6/26/06- 12/15/06 $1,400,000.00 10/31/03 - 4/30/04 $535,000.00 11/1/04 - 2/15/05 $490,000.00 7/1/2006 $162,800.00 7/2006 - 9/2006 $950,000.00 2005 THRU 2006 $842,112.00 6/29/04 THRU 12/1/04 $45,000.00 2003 - 2004 $1,800,000.00 2002 $500,000.00 2002 THRU 2003 $450,000.00 10/23/03 - 2004 $700,000.00 1999-2001 $167,786.99 02-08-01 THRU $1,200,000.00 1997 $520,000.00 1997 $680,000.00 1996 $875,000.00 1996 $1,800,000.00 DATEDLay Berth Facility MOORING PILE / DOLPHINS FOR ASIAN FREIGHTERS …..and many more…. City of Seattle Fire Station #5, Pier 51 DRILLED SHAFT CONCRETE PILE UNDER PIER PSNS Inactive Submerging Mooring Facility MOORING DOLPHINS Port of Kalama US Navy Caisson Mooring - Bangor Naval Base STEEL PILING, PIER FOR CAISSON TO TRIDENT SUBMARINE DRYDOCK City of Seattle Fire Station #5, Pier 51 DRILLED SHAFT STEEL PILING FOR FIRE BOAT Port of Seattle T-91 Test Pile Installation Furnish / Install Steel Test Piling University of Washington Board of Regents Old Oceanography Dock Repair Remove & Replace Existing Dock Central Kitsap School District Central Kitsap High School Façade Renovation Drilled Shaft / Foundation Underpinning, Façade Renovation City of Marysville Lagoon Partitions Partition Piling/ Pre-cast Concrete Panels City of Seattle Magnolia Park Slide Repair / Retaining Wall Soldier Pile Retaining Wall, Lagging, Drilled Shafts City of Seattle Luna Park Seawall Steel Piling, Elevated Pre-cast Concrete Pier Queen City Yacht Club Queen City Yacht Club New 12" Steel Piling Island Construction Port Townsend Plaza New Sea Wall Construction & Sheet Pile Driving City of Seattle Washington Park Arboretum Project 24" dia Auger Cast Concrete Piling, Bridge, Foundations, Park Improvements Aqua Express Kingston Passenger Only Ferry Terminal 24"-36" Steel Piling and Passenger Terminal & Walkway Huffaker Management Group Port Orchard Marina Marina Demolition, 24" Pile Installation, New Floats & new HDPE Fire & Water Utilities Washington State Department of Transportation Eagle Harbor Seep Remediation Project Shoreline Excavation & Reconstruction, Hazmat Remediation of Beach Sediments NW Maritime Center Northwest Maritime Center Dock New 24" Piling, Construct New Pier & Floats City of Medina Medina Beach Park Shoreline Restoration 8" Dia Piling, Pier, Rock Bulkhead & Shoreline Restoration Department of Natural Resources Port Townsend Waterfront/Pile Demolition Demolish & Dispose Creosote Structures & Piling USCG U.S. Coast Guard Dock Design/Build/Engineer 8'x8'x100' Concrete Float for USCG "Osprey" Moorage Replacement of USCG Concrete Float Dock Pacific Seafoods New Pen Anchor System Design / Build / Construct Project Design / Build Pile Supported Net Pen Anchoring System & Pile Driving in Columbia River * NOTE: NOT ALL PROJECTS ARE LISTED, ADDITIONAL PROJECTS LISTS AVAILABLE UPON REQUEST: AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) AGENDA ITEM #6. g) INSR ADDLSUBR LTR INSR WVD DATE (MM/DD/YYYY) PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY) COMMERCIAL GENERAL LIABILITY AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE INSURER(S) AFFORDING COVERAGE NAIC # Y / N N / A (Mandatory in NH) ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? EACH OCCURRENCE $ DAMAGE TO RENTED $PREMISES (Ea occurrence)CLAIMS-MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ $ PRO- OTHER: LOCJECT COMBINED SINGLE LIMIT $(Ea accident) BODILY INJURY (Per person) $ANY AUTO OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS AUTOS ONLY HIRED PROPERTY DAMAGE $AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE $ CLAIMS-MADE AGGREGATE $ DED RETENTION $$ PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMIT $DESCRIPTION OF OPERATIONS below POLICY NON-OWNED SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORDACORD 25 (2016/03) ACORDTM CERTIFICATE OF LIABILITY INSURANCE Aspen American Insurance Company American Longshore Mutual Assn Ltd. Evanston Insurance Company Ohio Security Insurance Company 08/29/2022 USI Insurance Services NW CL 601 Union Street, Suite 1000 Seattle, WA 98101 Shani Hawley 206 441-6300 610-362-8530 shani.hawley@usi.com Redside Construction LLC 600 Winslow Way East, Suite 237 Bainbridge Island, WA 98110 AGENDA ITEM #6. g) This page has been left blank intentionally. AGENDA ITEM #6. g) AGENDA ITEM #6. g) Project: Gene Coulon Park North Water Walk Project - CAG-22-014 Due Date: August 18, 2022 at 2:00 p.m. Opening Date: August 18, 2022 at 3:00 p.m. CITY OF RENTON BID TABULATION SHEET *Form A*Form B*Form C Form D Form E Form F Ack Bid Total from Prop Prop Bidder List of List of Qualif Bid Adden Schedule of Prices Form Bid Bond Qual Sub-Cont Sub-Cont Key Per Bond A &B *Not Including WSST American Construction Company 1501 Taylor Way Base Bid: $4,870,000.00 1 Tacoma x x x x x x WA Alternate A: $290,000.00 98421 Kevin Culbert Quigg Brothers Inc PO Box 1707, 819 West State St 2 Aberdeen x x x x x x Base Bid: $6,670,000.00 WA 98520 Alternate A: $230,000.00 Charles Quigg Redside Construction LLC 600 Winslow Way E, Ste 237 3 Bainbridge Island x x x x x Base Bid: $3,937,000.00 WA 98110 Alternate A: $295,000.00 Sam Berry Bidder Engineer's Estimate: BASE BID COST: $4,860,681.00 not including WSST BASE ALTERNATE A COST: $156,000 not including WSSTAGENDA ITEM #6. g) AB - 3089 City Council Regular Meeting - 12 Sep 2022 SUBJECT/TITLE: King County Parks Levy - Aquatic Facilities Funding RECOMMENDED ACTION: Council Concur DEPARTMENT: Parks & Recreation Department STAFF CONTACT: Carrie Nass, Recreation Division Director EXT.: 6624 FISCAL IMPACT SUMMARY: $100,000 from King County Parks Levy funding will go towards a planning/feasibility study to determine how to best enhance, stabilize and expand Henry Moses Aquatic Center to improve access and user value. SUMMARY OF ACTION: Henry Moses Aquatic Center (HMAC) is the only publicly-owned water park in the region that offers a wide range of seasonal programming, averaging 50,000 visits each season. In Spring 2021, the City worked with a consultant to assess the current state of HMAC, potential expansion, and other amenities that could make the facility more invaluable for the region’s users. An initial assessment has been completed as well as defining conceptual options for enhancing and expanding opportunities for aquatics program s. The preliminary review included an analysis of current systems and conditions to enhance and stabilize the facility. King County Parks levy funds will allow for a feasibility study to better quantify and detail the best path forward for repairs and expansion of HMAC, to set the framework for design and construction. EXHIBITS: A. King County Parks Levy, Aquatic Facilities Grant Award Notice STAFF RECOMMENDATION: Authorize the Mayor and City Clerk to execute the staff recommended grant agreement with King County Parks to accept $100,000, and allocate grant funds to City of Renton Recreation Division. AGENDA ITEM #6. h) 1 Jason Seth Subject:FW: Award Recommendation Aquatic Facilities Grant - King County Parks Levy Grants From: King County Parks Levy <administrator@grantinterface.com> Sent: Friday, February 25, 2022 12:27 PM To: Carrie Nass <CNass@Rentonwa.gov> Subject: Award Recommendation Aquatic Facilities Grant - King County Parks Levy Grants 02/25/2022 To: Carrie Nass, City of Renton From: Butch Lovelace, Program Manager, King County Parks Subject Line: King County Parks Levy Grant Award Recommendation Congratulations City of Renton! The Aquatic Facilities Grant Advisory Committee has recommended Henry Moses Aquatic Center for an award of $100,000.00. We are excited about our partnership that supports our vision of Parks, trails, and natural lands for all, sustained with the cooperative efforts of our community. The award recommendations must first be approved by King County Council legislation. To initiate this process, the Executive has sent legislation to King County Council, who within the next couple of months will:  Review the legislation, which includes the grant award recommendations  Vote on funding allocations for the grants at a scheduled Committee/Full Council meeting Once Council passes legislation authorizing the grant allocations, King County Parks staff will inform you on the next steps for contracting and project implementation. Please note you are not authorized to utilize this grant funding until under agreement with King County. If you have questions or need additional information, please contact Butch Lovelace, Program Manager, at butch.lovelace@kingcounty.gov or 206.477.4577. Thank you for your commitment and partnership to support healthy communities in our region. CAUTION: This email originated from outside the City of Renton. Do not click links, reply or open attachments unless you know the content is safe. AGENDA ITEM #6. h) 2 AGENDA ITEM #6. h) City of Renton – Henry Moses Aquatic Center – 6328648 AQUATIC FACILITIES PROGRAM FEASIBILITY/PLANNING PROJECT GRANT AGREEMENT Department/Division:Natural Resources and Parks / Parks and Recreation Grant Recipient:City of Renton Project:Henry Moses Aquatic Center Award Amount:$100,000.00 Project#: 1144468 Contract#:6328648 Term Period: Effective Date To 11/30/2023 THIS AGREEMENT is a grant agreement entered into between City of Renton (“Grant Recipient”) and King County (the “County”) (collectively the “Parties”) for planning and feasibility study (“Feasibility Study”) for the development or improvement of a publicly owned pool (“Aquatics Recreation Project”) using a Parks Aquatic Facilities Program Grant. RECITALS A. Ordinance 18890, which took effect May 13, 2019, called for a special election to authorize the King County parks, recreation trails and open space levy. On August 6, 2019, King County voters approved the levy, which included funding for development and improvement of publicly owned pools. B. Motion 15378, Section A.4., and Attachment D, further delineated the use of levy funds for the Parks Aquatic Facilities Grants Program and the guidelines governing that use. C. Ordinance 19166, Attachment C established the grant award criteria and the process for the distribution of Parks Aquatic Facilities Grants as well as the proposed composition of an advisory committee to review and make recommendations on the grant awards. D. King County, a home rule charter county and political subdivision of the State of Washington, is King County is authorized to administer the Parks Aquatic Facilities Grant Program and enter into agreements for the use of the grant funds with King County towns, cities, metropolitan parks districts, and other public entities that own an aquatic facility for capital projects for the development or improvement of publicly owned pools. E. Grant Recipient is a City. F. The Parks Aquatic Facilities Grant Program Advisory Committee has AGENDA ITEM #6. h) City of Renton – Henry Moses Aquatic Center – 6328648 recommended an allocation of levy grant funds to specific projects, pursuant to Ordinance 19433. G. King County has selected Grant Recipient to receive a Parks Aquatic Facilities Grant award in the amount of $100,000.00 (“Grant Award Funds”) in order to conduct a feasibility study for the development or improvement of a publicly owned pool. NOW THEREFORE, in consideration of the promises, covenants, and other provisions set forth in this Agreement, the Parties agree as follows: GRANT AWARD TERMS AND CONDITIONS 1. DEFINITIONS 1.1 Project. The term “Project” means the Feasibility Study described in Exhibit A for an Aquatics Recreation Project. Grant Award Funds available pursuant to this Agreement may only be used for the Project. To complete the Project, Grant Recipient shall use the Grant Award Funds to conduct the study, as set forth in Exhibit B, consistent with the requirements set forth in this Agreement and in the following attached exhibits, which are incorporated herein by reference: Scope of Work Attached hereto as Exhibit A Project Budget Attached hereto as Exhibit B Insurance Requirements Attached hereto as Exhibit C 1.2 Scope of Work. Grant Recipient shall provide a scope of work (“Scope of Work”), attached hereto as Exhibit A, which describes the Project in detail and includes a description of the feasibility study milestones required for completion of the Project and intended use of the Grant Award Funds. Grant Recipient shall apply the funds received from the County for the Project under this Agreement in accordance with the Scope of Work, attached hereto as Exhibit A. 1.3 Project Budget. Grant Recipient shall work with King County to develop a Project Budget, attached hereto as Exhibit B. King County shall provide the Grant Award Funds to the Grant Recipient to pay for costs and expenditures related to the Project, as set forth in Exhibits A and B. Grant Award Funds provided to Grant Recipient may only be used to pay for costs and expenditures related to the Project, as set forth in Exhibits A and B. 1.4 Contractor. “Contractor” shall include any contractor or consultant hired by Grant Recipient, including any of the contractor’s or consultant’s subcontractors or subconsultants. 2. EFFECTIVE DATE The Agreement shall be effective upon signature by both Parties (“Effective Date”). AGENDA ITEM #6. h) City of Renton – Henry Moses Aquatic Center – 6328648 3. TERM The term (“Term”) of this Agreement shall begin on the Effective Date and end on 11/30/2023. This Agreement shall remain in effect until such time as it is amended in writing or terminated as provided herein. 4. AMENDMENTS This Agreement together with the attached exhibits expressly incorporated herein by reference and attached hereto shall constitute the whole Agreement between the Parties. This Agreement may be amended only by an instrument, in writing, duly executed by the Parties. Either party may request changes to this Agreement, however, changes that deviate substantially from the proposal submitted to and approved by the Advisory Committee and the King County Council will need to be approved by those entities. 5. NOTICES Unless otherwise specified in the Agreement, all notices or documentation required or provided pursuant to this Agreement shall be in electronic form and shall be deemed duly given when received at the addresses first set forth below via electronic mail. KING COUNTY City of Renton Butch Lovelace Carrie Nass Program Manager, Community Investments Director, Recreation Division King County Parks City of Renton 201 S Jackson Street Suite #5702 1055 South Grady Way Seattle, WA 98104 Renton, WA 98057 206-477-4577 425-430-6624 butch.lovelace@kingcounty.gov cnass@rentonwa.gov Either Party hereto may, at any time, by giving ten (10) days written notice to the other Party to designate any other address in substitution of the foregoing address to which such notice or communication shall be given. 6. DISBURSEMENT OF GRANT FUNDS 6.1 The County may authorize, at County’s sole discretion, release of a portion of the Grant Award Funds to Grant Recipient, upon execution of this Agreement, and receipt of Grant Recipient’s County-approved completed Scope of Work and Project Budget (see Section 1 and Exhibits A and B). 6.2 The County shall initiate authorization for payment and disbursement of Grant Award Funds after approval of sufficiently detailed Project-related invoices submitted by Grant Recipient. The County shall make payment to Grant Recipient not more than thirty (30) days after a complete and accurate invoice and any other required documentation is received and approved. 6.3 Grant Recipient shall submit the final invoice, supporting documentation and any AGENDA ITEM #6. h) City of Renton – Henry Moses Aquatic Center – 6328648 outstanding deliverables, as specified in the Scope of Work (Exhibit A) and Project Budget (Exhibit B), within thirty (30) days of the date this Agreement expires or is terminated. If the Grant Recipient’s final invoice, supporting documentation and reports are not submitted by the day specified in this subsection, the County will be relieved of all liability for payment to Grant Recipient of the amounts set forth in said invoice or any subsequent invoice. 7. GRANT REPORTING All Grant Award Funds received pursuant to this Agreement and accrued interest therefrom will be accounted for separately from all other Grant Recipient accounts and moneys. Until the Project is completed, and all proceeds provided pursuant to this Agreement have been expended, the Grant Recipient shall provide reports to the King County Project Manager on a schedule determined by the County. 8. COMPLETION OF THE PROJECT Grant Recipient shall complete the Project described in Section 1.1 and Exhibits A and B of this Agreement. If Grant Recipient cannot complete the Project, as specified by the Scope of Work and deliverables set forth in Exhibit A, the County shall be released from any obligation to fund the Project, and the County in its sole discretion may reallocate such funds for other projects in other jurisdictions. Pursuant to Section 19, Termination, this Agreement will be terminated if the Grant Recipient is unable or unwilling to expend the Grant Award Funds for the Project as provided in this Agreement. The Grant Recipient may not redirect Grant Award Funds for a purpose other than completion of the Project as approved by the Advisory Committee and King County Council. 9. COMMUNICATION AND KING COUNTY MILESTONE NOTIFICATION Grant Recipient shall recognize County as a “grant sponsor” for the Project in the following manner: 9.1 Events: Grant Recipient shall invite and recognize “King County Parks” at all events promoting the Project, and at the final Project dedication. 9.2 Community Relations: Grant Recipient shall recognize “King County Parks” as a “grant sponsor” in all social media, websites, brochures, banners, posters, press releases, and other promotional material related to the Project. 9.3 King County Parks Notification: Grant Recipient shall notify the King County Parks Project Manager 30 days prior to any major milestone, such as a groundbreaking or opening dates. 9.4 King County Council Notification: If Grant Recipient is a city or town notification to the King County Council 30 days prior to any major milestone, such as a groundbreaking or opening dates is required. 9.5 Signage: Grant Recipient shall recognize “King County Parks” on any signage as a funder/contributor of project/facility. Grant Recipient is required to use appropriate King County logo on any signage and communications. AGENDA ITEM #6. h) City of Renton – Henry Moses Aquatic Center – 6328648 10. DISPOSITION OF REMAINING GRANT AWARD FUNDS If Grant Recipient does not expend all proceeds obligated to be provided through this Agreement, such proceeds, if held by Grant Recipient, shall be refunded to the County. For purposes of this section, “proceeds” shall include all Grant Award Funds obligated to be provided by the County plus interest accrued by Grant Recipient on the grant funds. Any proceeds in excess of those required to be provided by the County for the actual costs of the Project shall remain with the County for use in its sole discretion. 11. PUBLIC ACCESS AND RESTRICTIVE COVENANTS The Grant Award is provided to Grant Recipient for the Project for the purpose of land protection and recreation for the citizens of King County. Therefore, Grant Recipient and any successor in interest agree that the Feasibility Study is for an Aquatics Recreation Project for use by the public, as required by Ordinances 18890 and 19166. The final Aquatics Recreation Project shall be open and accessible to the public at reasonable hours and times. The public shall be notified of the availability of use by posting and updating that information on its website and by maintaining at entrances and/or other locations openly visible signs with such information. Fees for use of the Aquatics Recreation Project shall be no greater than those generally charged by public operators of similar facilities in King County. Notwithstanding temporary closure for required maintenance or repairs, the minimum period of time the Aquatics Recreation Project must be available for public use is thirty (30) years. Upon completion of construction of the Aquatics Recreation Project a restrictive covenant agreement specifying the public use requirements and other funding restrictions on the Aquatics Recreation Project shall be recorded. 12. INSURANCE 12.1 Minimum Scope and Limits of Insurance. Grant Recipient shall maintain, and/or require its Contractor(s) to maintain the minimum scope and limits of insurance as required in Exhibit C – Insurance Requirements. 13. INTERNAL CONTROL AND ACCOUNTING SYSTEM Grant Recipient shall establish and maintain a system of accounting and internal controls which complies with applicable, generally accepted accounting principles, and governmental accounting and financial reporting standards in accordance with Revised Code of Washington (RCW) Chapter 40.14. 14. MAINTENANCE OF RECORDS 14.1 Grant Recipient shall maintain accounts and records, including personnel, property, financial, Project records, including Agreement deliverables, and other such records as may be deemed necessary by the County to ensure proper accounting for all Grant Award Funds and compliance with this Agreement. 14.2 These records shall be maintained for a period of six (6) years after the expiration or earlier termination of this Agreement unless permission to destroy them is granted by the Office of the Archivist in accordance with RCW Chapter 40.14. AGENDA ITEM #6. h) City of Renton – Henry Moses Aquatic Center – 6328648 14.3 Grant Recipient shall inform the County in writing of the location, if different from the Grant Recipient address listed in Section 5 of this Agreement of the aforesaid books, records, documents, and other evidence and shall notify the County in writing of any changes in location within ten (10) working days of any such relocation. 15. RIGHT TO INSPECT King County reserves the right to review and approve the performance of Grant Recipient with regard to this Agreement, and, at its sole discretion, to inspect or audit the Grant Recipient’s records regarding this Agreement and the Project upon seventy-two (72) hours’ notice during normal business hours. 16. COMPLIANCE WITH ALL LAWS AND REGULATIONS Grant Recipient shall comply with all applicable laws, ordinances and regulations in using funds provided by the County, including, without limitation, those relating to providing a safe working environment to employees and, specifically, the requirements of the Washington Industrial Safety and Health Act (WISHA); and, to the extent applicable, those related to “public works,” payment of prevailing wages, and competitive bidding of contracts. The Grant Recipient specifically agrees to comply and pay all costs associated with achieving such compliance without notice from King County; and further agrees that King County, does not waive this Section by giving notice of demand for compliance in any instance. The Grant Recipient shall indemnify and defend the County should it be sued or made the subject of an administrative investigation or hearing for a violation of such laws related to this Agreement. 17. CORRECTIVE ACTION 17.1 If the County determines that a breach of contract has occurred or does not approve of the Grant Recipient’s performance, it will give the Grant Recipient written notification of unacceptable performance. Grant Recipient will then take corrective action within a reasonable period of time, as may be defined by King County in its sole discretion in its written notification to Grant Recipient. 17.2 King County may withhold any payment owed Grant Recipient until the County is satisfied that corrective action has been taken or completed. 18. TERMINATION 18.1 King County may terminate this Agreement in whole or in part, with or without cause, at any time during the Term of this Agreement, by providing Grant Recipient ten (10) days advance written notice of the termination. 18.2 If the termination results from acts or omissions of Grant Recipient, including but not limited to misappropriation, nonperformance of required services, or fiscal mismanagement, Grant Recipient shall return to the County immediately any funds, misappropriated or unexpended, which have been paid to Grant Recipient by the County. 18.3 Any King County obligations under this Agreement beyond the current appropriation biennium are conditioned upon the County Council's appropriation of sufficient funds to support such obligations. If the Council does not approve AGENDA ITEM #6. h) City of Renton – Henry Moses Aquatic Center – 6328648 such appropriation, then this Agreement will terminate automatically at the close of the current appropriation biennium. 18.4 The Agreement will be terminated if the Grant Recipient is unable or unwilling to expend the Grant Award Funds as specified in Section 1 and Exhibits A and B, or upon reimbursement by the Grant Recipient to the County of all unexpended proceeds provided by the County pursuant to this Agreement and payment of all amounts due pursuant to Section 6. 19. FUTURE SUPPORT; UTILITIES AND SERVICE The County makes no commitment to support the services contracted for herein and assumes no obligation for future support of the Project or the Aquatics Recreation Project except as expressly set forth in this Agreement. Grant Recipient understands, acknowledges, and agrees that the County shall not be liable to pay for or to provide any utilities or services in connection with the future Aquatics Recreation Project unless specifically contracted for in another agreement. 20. HOLD HARMLESS AND INDEMNIFICATION Grant Recipient shall protect, indemnify, and save harmless the County, its officers, agents, and employees from and against any and all claims, costs, and/or losses whatsoever occurring or resulting from (1) Grant Recipient’s failure to pay any such compensation, wages, benefits, or taxes, and/or (2) work, services, materials, or supplies performed or provided by Grant Recipient’s employees or other suppliers in connection with or support of the performance of this Agreement. Grant Recipient further agrees that it is financially responsible for and will repay the County all indicated amounts following an audit exception which occurs due to the negligence, intentional act, and/or failure, for any reason, to comply with the terms of this Agreement by the Grant Recipient, its officers, employees, agents, representatives, or subcontractors. This duty to repay the County shall not be diminished or extinguished by the expiration or prior termination of the Agreement. Grant Recipient agrees for itself, its successors, and assigns, to defend, indemnify, and hold harmless King County, its appointed and elected officials, and employees from and against liability for all claims, demands, suits, and judgments, including costs of defense thereof, for injury to persons, death, or property damage which is caused by, arises out of, or is incidental to any use of or occurrence on the Project that is the subject of this Agreement, or Grant Recipient’s exercise of rights and privileges granted by this Agreement, except to the extent of the County's sole negligence. Grant Recipient’s obligations under this Section shall include: A. The duty to promptly accept tender of defense and provide defense to the County at the Grant Recipient’s own expense; B. Indemnification of claims made by Grant Recipient’s employees or agents; and C. Waiver of Grant Recipient’s immunity under the industrial insurance provisions of Title 51 RCW, but only to the extent necessary to indemnify King County, which waiver has been mutually negotiated by the parties. AGENDA ITEM #6. h) City of Renton – Henry Moses Aquatic Center – 6328648 In the event it is necessary for the County to incur attorney's fees, legal expenses or other costs to enforce the provisions of this Section, all such fees, expenses and costs shall be recoverable from the Grant Recipient. In the event it is determined that RCW 4.24.115 applies to this Agreement, the Grant Recipient agrees to protect, defend, indemnify and save the County, its officers, officials, employees and agents from any and all claims, demands, suits, penalties, losses damages judgments, or costs of any kind whatsoever for bodily injury to persons or damage to property (hereinafter "claims"), arising out of or in any way resulting from the Grant Recipient’s officers, employees, agents and/or subcontractors of all tiers, acts or omissions, performance of failure to perform the rights and privileges granted under this Agreement, to the maximum extent permitted by law or as defined by RCW 4.24.115, as now enacted or hereafter amended. A hold harmless provision to protect King County similar to this provision shall be included in all Agreements or subcontractor Agreements entered into by Grant Recipient in conjunction with this Agreement. Grant Recipient’s duties under this Section 20 will survive the expiration or earlier termination of this Agreement. 21. NONDISCRIMINATION King County Code (“KCC”) chapters 12.16, 12.17 through 12.18 apply to this Agreement and are incorporated by this reference as if fully set forth herein. In all hiring or employment made possible or resulting from this Agreement, there shall be no discrimination against any employee or applicant for employment because of sex, race, color, marital status, national origin, religious affiliation, disability, sexual orientation, gender identity or expression or age except minimum age and retirement provisions, unless based upon a bona fide occupational qualification. 22. CONFLICT OF INTEREST KCC Chapter 3.04 (Employee Code of Ethics) is incorporated by reference as if fully set forth hence, and Grant Recipient agrees to abide by all conditions of said chapter. Failure by Grant Recipient to comply with any requirement of said KCC Chapter shall be a material breach of contract. 23. POLITICAL ACTIVITY PROHIBITED None of the funds, materials, property, or services provided directly or indirectly under this Agreement shall be used for any partisan political activity or to further the election or defeat of any candidate for public office. 24. PROJECT MAINTENANCE; EQUIPMENT PURCHASE, MAINTENANCE, AND OWNERSHIP A. As between the County and Grant Recipient, Grant Recipient shall be responsible to operate and maintain the completed Project at its own sole expense and risk. Grant Recipient understands, acknowledges, and agrees that the County is not responsible to operate or to maintain the Project in any way. AGENDA ITEM #6. h) City of Renton – Henry Moses Aquatic Center – 6328648 B. Grant Recipient shall be responsible for all property purchased pursuant to this Agreement, including the proper care and maintenance of any equipment. C. Grant Recipient shall establish and maintain inventory records and transaction documents (purchase requisitions, packing slips, invoices, receipts) of equipment and materials purchased with Grant Award Funds. Grant Recipient’s duties under this Section 24 shall survive the expiration of this Agreement. 25. ASSIGNMENT Grant Recipient shall not assign any portion of rights and obligations under this Agreement or transfer or assign any claim arising pursuant to this Agreement without the written consent of the County. Grant Recipient must seek such consent in writing not less than fifteen (15) days prior to the date of any proposed assignment. 26. WAIVER OF BREACH OR DEFAULT Waiver of breach of any provision in this Agreement shall not be deemed to be a waiver of any subsequent breach and shall not be construed to be a modification of the terms of the Agreement unless stated to be such through written approval by the County, which shall be attached to the original Agreement. Waiver of any default shall not be deemed to be a waiver of any subsequent defaults. 27. TAXES Grant Recipient agrees to pay on a current basis all taxes or assessments levied on its activities and property, including, without limitation, any leasehold excise tax due under RCW Chapter 82.29A; PROVIDED, however, that nothing contained herein will modify the right of the Grant Recipient to contest any such tax, and Grant Recipient shall not be deemed to be in default as long as it will, in good faith, be contesting the validity or amount of any such taxes. 28. WASHINGTON LAW CONTROLLING; WHERE ACTIONS BROUGHT This Agreement is made in and will be in accordance with the laws of the State of Washington, which will be controlling in any dispute that arises hereunder. Actions pertaining to this Agreement will be brought in King County Superior Court, King County, Washington. 29. PUBLIC DOCUMENT This Agreement will be considered a public document and will be available for inspection and copying by the public. 30. LEGAL RELATIONS Nothing contained herein will make, or be deemed to make, County and Grant Recipient a partner of one another, and this Agreement will not be construed as creating a partnership or joint venture. Nothing in this Agreement will create, or be deemed to create, any right, duty or obligation in any person or entity not a party to it. 31. PERMITS AND LICENSES Grant Recipient shall develop and run the Project in accordance will all applicable laws and regulatory requirements including environmental considerations, permitting AGENDA ITEM #6. h) City of Renton – Henry Moses Aquatic Center – 6328648 determinations, and other legal requirements. All activities and improvements shall be performed by Grant Recipient at its sole expense and liability. Grant Recipient shall, at its sole cost and expense, apply for, obtain and comply with all necessary permits, licenses and approvals required for the Project, 32. INTERPRETATION OF COUNTY RULES AND REGULATIONS If there is any question regarding the interpretation of any County rule or regulation, the County decision will govern and will be binding upon the Grant Recipient. 33. ENTIRE AGREEMENT This Agreement, including its attachments, constitutes the entire Agreement between the County and Grant Recipient. It supersedes all other agreements and understandings between them, whether written, oral or otherwise. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the first date written. City of Renton King County By___________________________________ By_________________________________ Title _______________________________ Title _____________________________ Date _________________________________ Date _______________________________ AGENDA ITEM #6. h) City of Renton – Henry Moses Aquatic Center – 6328648 Exhibit A- Scope of Work Levy Grants Aquatic Facilities Grant Scope of Services The City of Renton will lead a planning/feasibility study on how to best enhance, stabilize and expand Henry Moses Aquatic Center to improve access and user value for a highly popular aquatics facility serving King Co. residents. An initial assessment has been completed as well as defining conceptual options for enhancing and expanding opportunities for aquatics programs. This feasibility study will be important to better quantify and detail the best path forward for repairs and expansion to set the framework for design and construction. Activities/Milestones Estimated Completion Date Deliverables 1 Evaluation of previous studies and analysis of stabilization and maintenance needs 9/2022 Completed Feasibility Study 2 Start schematic design w/ ARC Architect consultants 9/2022 3 Design development 11/2022 4 Construction bidding 12/2022 5 Repair work completed 5/2023 AGENDA ITEM #6. h) City of Renton – Henry Moses Aquatic Center – 6328648 Exhibit B- Project Budget Organization and Project Name: City of Renton - Henry Moses Aquatic Center Project Tasks Project Costs Grant Request Feasibility/Planning Architectural plans (ARC)$18,700 $18,700 Civil Engineering (MIG)$16,500 $16,500 Plan development (Aquatic Design Group)$54,450 $54,450 Xray investigation (GPRS)$4,400 $4,400 Reimbursables: ADG $4,950 $4,950 Reimbursables: ARC/MIG $550 $550 Other Contingency Tax Project Management (Max 15% of grant) TOTALS $99,550 $100,000 AGENDA ITEM #6. h) City of Renton – Henry Moses Aquatic Center – 6328648 Exhibit C- Insurance Requirements 1. Insurance Requirements 1.1. Grant Recipient shall purchase and maintain, at its sole cost and expense, the minimum insurance set forth below. By requiring such minimum insurance, the County does not and shall not be deemed or construed to have assessed the risks that may be applicable to Grant Recipient, or any Contractor under this Agreement, or in any way limit the County’s potential recovery to insurance limits required hereunder. To the contrary, this Agreement’s insurance requirements may not in any way be construed as limiting any potential liability to the County or the County’s potential recovery from Grant Recipient. Grant Recipient and any Contractor shall assess their own risks and if they deem appropriate and/or prudent, maintain greater limits and/or broader coverage. 1.2. Nothing contained within these insurance requirements shall be deemed to limit the scope, application and/or limits of the coverage afforded, which coverage shall apply to each insured to the full extent provided by the terms and conditions of the policy(s). Nothing contained within this provision shall affect and/or alter the application of any other provision contained within this Agreement. 1.3. Each insurance policy shall be written on an “occurrence” basis; excepting insurance for Professional Liability (Errors and Omissions), and/or Pollution Liability, and/or Cyber Liability (Technology Errors and Omissions). These coverages required by this Agreement may be written on a “claims made” basis. If coverage is approved and purchased on a “claims made” basis, the coverage provided under that insurance shall be maintained through: (i) consecutive policy renewals for not less than three (3) years from the date of completion of the Project which is subject of this Agreement or, if such renewals are unavailable, (ii) the purchase of a tail/extended reporting period for not less than three (3) years from the date of completion of the Project which is the subject of this Agreement. 2. Evidence and Cancellation of Insurance 2.1. Prior to execution of the Agreement, Grant Recipient shall furnish the County certificates of insurance and endorsements certifying the issuance of all insurance required by this Agreement. All evidence of insurance shall be signed by a properly authorized officer, agent, general agent, or qualified representative to the insurer(s), shall certify the name of the insured(s), the type and amount of insurance, the location and operations to which the insurance applies, the inception and expiration dates, shall specify the form numbers of any endorsements issued to satisfy this Agreement’s insurance requirements, and shall state that the County shall receive notice at least thirty (30) days prior to the effective date of any cancellation, lapse, or material change in the policy(s). Similar documentation confirming renewal of required insurance shall be provided on each insurance renewal date. AGENDA ITEM #6. h) City of Renton – Henry Moses Aquatic Center – 6328648 2.2. The County reserves the right to require complete, certified copies of all required insurance policies, including all endorsements and riders, which may be redacted of any confidential or proprietary information. Grant Recipient shall deliver such policies to the County within five (5) business days of County’s request. 2.3. County’s receipt or acceptance of Grant Recipient’s or any Contractor’s evidence of insurance at any time without comment or objection, or County’s failure to request certified copies of such insurance, does not waive, alter, modify, or invalidate any of the insurance requirements set forth in this Exhibit D or, consequently, constitute the County’s acceptance of the adequacy of Grant Recipient’s or any Contractor’s insurance or preclude or prevent any action by County against Grant Recipient for breach of the requirements of this section. 3. Minimum Scope and Limits of Insurance 3.1. Grant Recipient shall maintain the following types of insurance and minimum insurance limits: 3.1.1. Commercial General Liability: $1,000,000 per occurrence and $2,000,000 in the aggregate for bodily injury, personal and advertising injury, and property damage. Coverage shall be at least as broad as that afforded under ISO form number CG 00 01. Such insurance shall include coverage for, but not limited to premises liability, products and completed operations, ongoing operations, and contractual liability. Limits may be satisfied by a single primary limit or by a combination of separate primary and umbrella or excess liability policies, provided that coverage under the latter shall be at least as broad as that afforded under the primary policy and satisfy all other requirements applicable to liability insurance including but not limited to additional insured status for the County. 3.1.2. Professional Liability (Errors and Omissions): Grant Recipient or its Contractor(s) shall procure and maintain Professional Liability (Errors and Omissions) insurance with minimum limits of $1,000,000 per claim and in the aggregate. 3.1.3. Workers Compensation: Workers Compensation coverage, as required by the Industrial Insurance Act of the State of Washington, as well as any similar coverage required for this Project by applicable Federal or “Other States” State Law. 3.1.4. Employers Liability or “Stop Gap” coverage: $1,000,000 each occurrence and shall be at least as broad as the protection provided by the Workers Compensation policy Part 2 (Employers Liability), or, in monopolistic states including but not limited to Washington, the protection provided by the “Stop Gap” endorsement to the commercial general liability policy. 4. Other Insurance Provisions and Requirements 4.1. All insurance policies purchased and maintained by Grant Recipient and any Contractor required in this Agreement shall contain, or be endorsed to contain the following provisions: AGENDA ITEM #6. h) City of Renton – Henry Moses Aquatic Center – 6328648 4.1.1. With respect to all liability policies except Professional Liability (Errors and Omissions) and Workers Compensation: 4.1.1.1. King County, its officials, employees and agents shall be covered as additional insured for full coverage and policy limits as respects liability arising out of activities performed by or on behalf of the Grant Recipient, its agents, representatives, employees, or Contractor(s) in connection with this Agreement. Additional Insured status shall include products-completed operations CG 20 100 11/85 or its substantive equivalent. The County requires the endorsement(s) to complete the Agreement. 4.1.2. With respect to all liability policies (except Workers Compensation): 4.1.2.1. Coverage shall be primary insurance as respects the County, its officials, employees and agents. Any insurance and/or self-insurance maintained by the County, its officials, employees or agents shall not contribute with any Grant Recipient’s, or Contractor(s) insurance or benefit the Grant Recipient, or any Contractor, or their respective insurers in any way. 4.1.2.2. Insurance shall expressly state that it applies separately to each insured and additional insured against whom a claim is made and/or lawsuit is brought, except with respect to the limits of insurer’s liability. 5. Waiver of Subrogation 5.1. Grant Recipient, its Contractor(s), and their respective insurance carriers release and waive all rights of subrogation against King County, its officials, agents and employees for damages caused by fire or other perils which can be insured by a property insurance policy. This provision shall be valid and enforceable only to the extent permissible by the applicable property insurance policies. 6. Deductibles/Self-Insured Retentions 6.1. Any deductible and/or self-insured retention of the policies shall not in any way limit the County’s right to coverage under the required insurance, or to Grant Recipient’s, or any Contractor’s liability to the County, and shall in all instances be the sole responsibility of Grant Recipient or its Contractor, even if no claim has been made or asserted against them. 7. Acceptability of Insurers 7.1. Unless otherwise approved by the County, insurance is to be placed with insurers with an A.M. Best rating of no less than A:VIII. 7.2. Professional Liability (Errors and Omissions) insurance may be placed with insurers with an A.M. Best rating of no less than B+:VII. 7.3. If at any time any of the foregoing policies fail to meet the above stated requirements, Grant Recipient shall, upon notice to that effect from the County, promptly obtain a new policy, and shall submit the same to the County, with the appropriate certificates and endorsements, for review. 8. Self-Insurance 8.1. If the Grant Recipient is a governmental entity or municipal corporation, Grant Recipient may maintain a fully funded self-insurance program or participate in an insurance pool AGENDA ITEM #6. h) City of Renton – Henry Moses Aquatic Center – 6328648 for the protection and handling of its liabilities including injuries to persons and damage to property. 9. Contractors 9.1. Grant Recipient shall include all Contractors as insureds under its policies or, alternatively, Grant Recipient must require each of its Contractors to procure and maintain appropriate and reasonable insurance coverage and insurance limits to cover each of the Contractor’s liabilities given the scope of work and services being provided herein. To the extent reasonably commercially available, insurance maintained by any Contractor must comply with the specified requirements of this Exhibit D, including the requirement that all liability insurance policies (except Professional Liability and Workers Compensation) provided by the Contractor(s) must include the County, its officials, agents and employees as additional insured for full coverage and policy limits. Grant Recipient is obligated to require and verify that each Contractor(s) to maintain the required insurance and ensure the County is included as additional insured. Upon request by the County, and within five (5) business days, Grant Recipient must provide evidence of each Contractor(s) insurance coverage, including endorsements. 10. Work Site Safety 10.1. Grant Recipient shall have the “right to control” and bear the sole responsibility for the job site conditions, and job site safety. Grant Recipient shall comply with all applicable federal, state and local safety regulations governing the job site, employees, and Contractors. AGENDA ITEM #6. h) AB - 3183 City Council Regular Meeting - 12 Sep 2022 SUBJECT/TITLE: Cost Reimbursement Agreement RECOMMENDED ACTION: Council Concur DEPARTMENT: Police Department STAFF CONTACT: Chandler Swain, Commander EXT.: x7573 FISCAL IMPACT SUMMARY: The Renton Police Department will be reimbursed up to $15,410.95 in overtime funds, and a budget adjustment will be reflected in the year end budget adjustment. SUMMARY OF ACTION: The proposed agreement would allow the Renton Police Department to receive funds from, and work with, the King County Sheriff's Office for the purpose of verifying the address and residency of registered sex and kidnapping offenders. The goal of this verification is to improve public safety by establishing a greater presence and emphasis by the Renton Police Department in Renton neighborhoods. The Detectives work overtime doing this, and then the Police Department submits the overtime to the King County Sheriff's Office for reimbursement under this grant. EXHIBITS: A. 2022-2023 Cost Reimbursement Agreement STAFF RECOMMENDATION: Authorize the Mayor to sign the Cost Reimbursement Agreement. AGENDA ITEM #6. i) Cost Reimbursement Agreement Executed By King County Sheriff’s Office, a department of King County, hereinafter referred to as “KCSO,” Department Authorized Representative: Patti Cole-Tindall, Sheriff King County Sheriff’s Office W-150 King County Courthouse 516 Third Avenue Seattle, WA 98104 and Renton Police Department, a department of the City of Renton, hereinafter referred to as “”Contractor,” Department Authorized Representative: Jon Schuldt, Chief of Police 1055 South Grady Way Renton, Washington 98057 WHEREAS, KCSO and Contractor have mutually agreed to work together for the purpose of verifying the address and residency of registered sex and kidnapping offenders; and WHEREAS, the goal of registered sex and kidnapping offender address and residency verification is to improve public safety by establishing a greater presence and emphasis by Contractor in King County neighborhoods; and WHEREAS, as part of this coordinated effort, Contractor will increase immediate and direct contact with registered sex and kidnapping offenders in their jurisdiction, and WHEREAS, KCSO is the recipient of a Washington State Registered Sex and Kidnapping Offender Address and Residency Verification Program grant through the Washington Association of Sheriffs and Police Chiefs for this purpose, and WHEREAS, KCSO will oversee efforts undertaken by program participants in King County; NOW THEREFORE, the parties hereto agree as follows: KCSO will utilize Washington State Registered Sex and Kidnapping Offender Address and Residency Verification Program funding to reimburse for expenditures associated AGENDA ITEM #6. i) Cost Reimbursement Agreement Page 2 of 6 September 7, 2022 with the Contractor for the verification of registered sex and kidnapping offender address and residency as set forth below. This Interagency Agreement contains eleven (11) Articles: ARTICLE I. TERM OF AGREEMENT The term of this Cost Reimbursement Agreement shall commence on July 1, 2022 and shall end on June 30, 2023 unless terminated earlier pursuant to the provisions hereof. ARTICLE II. DESCRIPTION OF SERVICES This agreement is for the purpose of reimbursing the Contractor for participation in the Registered Sex and Kidnapping Offender Address and Residency Verification Program. The program’s purpose is to verify the address and residency of all registered sex and kidnapping offenders under RCW 9A.44.130. The requirement of this program is for face-to-face verification of a registered sex and kidnapping offender’s address at the place of residency. In the case of •level I offenders, once every twelve months. •of level II offenders, once every six months. •of level III offenders, once every three months. For the purposes of this program unclassified offenders and kidnapping offenders shall be considered at risk level I, unless in the opinion of the local jurisdiction a higher classification is in the interest of public safety. ARTICLE III. REPORTING Two reports are required in order to receive reimbursement for grant-related expenditures. Both forms are included as exhibits to this agreement. “Exhibit A” is the Offender Watch generated “Registered Sex Offender Verification Request (WA)” that the sex or kidnapping offender completes and signs during a face-to-face contact. “Exhibit B” is an “Officer Contact Worksheet” completed in full by an officer/detective during each verification contact. Both exhibits representing each contact are due quarterly and must be complete and received before reimbursement can be made following the quarter reported. Original signed report forms are to be submitted by the 5th of the month following the end of the quarter. The first report is due October 5, 2022. Quarterly progress reports shall be delivered to Attn: Tina Keller, Project Manager King County Sheriff’s Office 500 Fourth Avenue, Suite 200 M/S ADM-SO-0200 Seattle, WA 98104 AGENDA ITEM #6. i) Cost Reimbursement Agreement Page 3 of 6 September 7, 2022 Phone: 206-263-2122 Email: tina.keller@kingcounty.gov ARTICLE IV. REIMBURSEMENT Requests for reimbursement will be made on a monthly basis and shall be forwarded to KCSO by the 10th of the month following the billing period. Please note the following terms will be adhered to for the 2022-2023 Registered Sex Offender Address Verification Program: •Any agency not meeting at least 90% of required verifications will not receive that quarter’s grant payment. •Any agency not using Offender Watch to track verifications will not receive that quarter’s grant payment. Overtime reimbursements for personnel assigned to the Registered Sex and Kidnapping Offender Address and Residency Verification Program will be calculated at the usual rate for which the individual’s’ time would be compensated in the absence of this agreement. Each request for reimbursement will include the name, rank, overtime compensation rate, number of reimbursable hours claimed and the dates of those hours for each officer for whom reimbursement is sought. Each reimbursement request must be accompanied by a certification signed by an appropriate supervisor of the department that the request has been personally reviewed, that the information described in the request is accurate, and the personnel for whom reimbursement is claimed were working on an overtime basis for the Registered Sex and Kidnapping Offender Address and Residency Verification Program. Overtime and all other expenditures under this Agreement are restricted to the following criteria: 1. For the purpose of verifying the address and residency of registered sex and kidnapping offenders; and 2. For the goal of improving public safety by establishing a greater presence and emphasis in King County neighborhoods; and 3. For increasing immediate and direct contact with registered sex and kidnapping offenders in their jurisdiction Any non-overtime related expenditures must be pre-approved by KCSO. Your request for pre-approval must include: 1) The item you would like to purchase, AGENDA ITEM #6. i) Cost Reimbursement Agreement Page 4 of 6 September 7, 2022 2) The purpose of the item, 3) The cost of the item you would like to purchase. You may send this request for pre-approval in email format. Requests for reimbursement from KCSO for the above non-overtime expenditures must be accompanied by a spreadsheet detailing the expenditures as well as a vendor’s invoice and a packing slip. The packing slip must be signed by an authorized representative of the Contractor. All costs must be included in the request for reimbursement and be within the overall contract amount. Over expenditures for any reason, including additional cost of sales tax, shipping, or installation, will be the responsibility of the Contractor. Requests for reimbursement must be sent to Attn: Tina Keller, Project Manager King County Sheriff’s Office 500 Fourth Avenue, Suite 200 Seattle, WA 98104 Phone: 206-263-2122 Email: tina.keller@kingcounty.gov The maximum amount to be paid under this cost reimbursement agreement shall not exceed Fifteen Thousand Four Hundred Ten Dollars and Ninety Five Cents ($15,410.95). Expenditures exceeding the maximum amount shall be the responsibility of Contractor. All requests for reimbursement must be received by KCSO by July 31, 2023 to be payable. ARTICLE V. WITNESS STATEMENTS "Exhibit C” is a “Sex/Kidnapping Offender Address and Residency Verification Program Witness Statement Form.” This form is to be completed by any witnesses encountered during a contact when the offender is suspected of not living at the registered address and there is a resulting felony “Failure to Register as a Sex Offender” case to be referred/filed with the KCPAO. Unless, due to extenuating circumstances the witness is incapable of writing out their own statement, the contacting officer/detective will have the witness write and sign the statement in their own handwriting to contain, verbatim, the information on the witness form. ARTICLE VI. FILING NON-DISCOVERABLE FACE SHEET “Exhibit D” is the “Filing Non-Discoverable Face Sheet.” This form shall be attached to each “Felony Failure to Register as a Sex Offender” case that is referred to the King County Prosecuting Attorney’s Office. ARTICLE VII. SUPPLEMENTING, NOT SUPPLANTING AGENDA ITEM #6. i) Cost Reimbursement Agreement Page 5 of 6 September 7, 2022 Funds may not be used to supplant (replace) existing local, state, or Bureau of Indian Affairs funds that would be spent for identical purposes in the absence of the grant. Overtime - To meet this grant condition, you must ensure that: •Overtime exceeds expenditures that the grantee is obligated or funded to pay in the current budget. Funds currently allocated to pay for overtime may not be reallocated to other purposes or reimbursed upon the award of a grant. •Additionally, by the conditions of this grant, you are required to track all overtime funded through the grant. ARTICLE VIII. HOLD HARMLESS/INDEMNIFICATION Contractor shall protect, defend, indemnify, and save harmless King County, its officers, employees, and agents from any and all costs, claims, judgments, and/or awards of damages, arising out of, or in any way resulting from, the negligent acts or omissions of Contractor, its officers, employees, contractors, and/or agents related to Contractor’s activities under this Agreement. Contractor agrees that its obligations under this paragraph extend to any claim, demand, and/or cause of action brought by, or on behalf of any of its employees or agents. For this purpose, Contractor, by mutual negotiation, hereby waives, as respects King County only, any immunity that would otherwise be available against such claims under the Industrial Insurance provisions of Title 51 RCW. In the event King County incurs any judgment, award, and/or cost arising therefrom including attorney’s fees to enforce the provisions of this article, all such fees, expenses, and costs shall be recoverable from Contractor. The provisions of this section shall survive the expiration or termination of this Agreement. ARTICLE IX. INSURANCE Contractor shall maintain insurance policies, or programs of self-insurance, sufficient to respond to all of its liability exposures under this Agreement. The insurance or self-insurance programs maintained by the Contractor engaged in work contemplated in this Agreement shall respond to claims within the following coverage types and amounts: General Liability. Coverage shall be at least as broad as Insurance Services Office form number CG 00 01 covering COMMERCIAL GENERAL LIABILITY. $5,000,000 combined single limit per occurrence, and for those policies with aggregate limits, a $5,000,000 aggregate limit. King County, its officers, officials, employees, and agents are to be covered as additional insureds as respects liability arising out of activities performed by or on behalf of the City. Additional Insured status shall include Products-Completed Operations-CG 20 10 11/85 or its equivalent. AGENDA ITEM #6. i) Cost Reimbursement Agreement Page 6 of 6 September 7, 2022 By requiring such liability coverage as specified in this Article IX, King County has not, and shall not be deemed to have, assessed the risks that may be applicable to Contractor. Contractor shall assess its own risks and, if deemed appropriate and/or prudent, maintain greater limits or broader coverage than is herein specified. Contractor agrees to maintain, through its insurance policies, self-funded program or an alternative risk of loss financing program, coverage for all of its liability exposures for the duration of this Agreement. Contractor agrees to provide KCSO with at least thirty (30) days prior written notice of any material change or alternative risk of loss financing program. ARTICLE X. NO THIRD PARTY BENEFICIARIES There are no third party beneficiaries to this agreement. This agreement shall not impart any right enforceable by any person or entity that is not a party hereto. ARTICLE XI. AMENDMENTS No modification or amendment of the provisions hereof shall be effective unless in writing and signed by authorized representatives of the parties hereto. The parties hereto expressly reserve the right to modify this Agreement, by mutual agreement. IN WITNESS WHEREOF, the parties have executed this Agreement by having their representatives affix their signatures below. Renton Police Department KING COUNTY SHERIFF’S OFFICE Armondo Pavone, Mayor Patti Cole-Tindall, Sheriff Date Date Attest: Jason Seth, City Clerk Date City Attorney, City of Renton Date AGENDA ITEM #6. i) AB - 3184 City Council Regular Meeting - 12 Sep 2022 SUBJECT/TITLE: New lease with AT&T New Cingular Wireless PC, LLC at Rolling Hills Reservoir RECOMMENDED ACTION: Refer to Finance Committee DEPARTMENT: Public Works Facilities Division STAFF CONTACT: Jeff Minisci, Facilities Director EXT.: 6643 FISCAL IMPACT SUMMARY: The City will receive $7,500 one-time admin fee plus $2,800 monthly with annual increase of 3% approximately $700,000 over 20 years lease term. SUMMARY OF ACTION: A new twenty-year Lease (LAG-22-) with AT&T New Cingular Wireless PC, LLC, a Delaware limited liability company. The lessee is engaged in the operations of communications and desires to lease a portion of property from the City at the Rolling Hills Reservoir Site, 11500 Puget Dr. SE, Renton, WA. AT&T New Cingular Wireless will lease a portion of the land and water tower for their equipment. They install, maintain, repair, and update their equipment for the duration of the lease. Terms of the lease: • Twenty (20) year lease effective , 2022, to January 31, 2042 • One time administration fee of $7,500 for processing • Monthly fee of $2,800 with 3% annual increase • Total revenue generated over contract term is estimated at $700,000 or more with 3% increase. EXHIBITS: A. Lease Agreement STAFF RECOMMENDATION: Execute the agreement with New Cingular Wireless, PC at Highlands Reservoir for 20 years, with an expiration date of January 31, 2042, with a one-time administration fee of $7,500 and a monthly fee of $2,800 with annual increases of 3% on monthly fee. AGENDA ITEM #6. j) WIRELESSCOMMUNICATIONFACILITIESSITELEASEAGREEMENTWITHNEWCINGULARWIRELESSPCSTHISSITELEASEAGREEMENT(“Lease”,“Agreement”,or“LeaseAgreement”)ismadeasofthis________dayof_____________,2022,(the“EffectiveDate”)byandbetweentheCityofRenton,aWashingtonmunicipalcorporation(the“City”),andNewCingularWirelessPCS,LLC,aDelawarelimitedliabilitycompany,havingacorporatemailingaddressat1025LenoxParkBlvdNE,ThirdFloor,AtlantaGeorgia30319(“Lessee”).TheCityandLesseearesometimesreferredtocollectivelyinthisAgreementasthe“Parties”.Renton’sFacilitiesDivision(“Facilities”)isthecustodianoftheproperty.RECITALSWHEREAS,theCitysupportsincreasedavailabilityandimprovedcommunicationsservicesforitscitizensandbusinesses;andWHEREAS,theCity’sprimaryresponsibilityistoprovidemunicipalservicestoitscitizensandbusinessesandtoleaseCityfacilitiestoprivatecommunicationcompaniesifsuchleasewillnotinterferewiththedeliveryofthosemunicipalservices;andWHEREAS,opportunitiesfortheCitytoleaseCitypropertyshouldbemarketedtoaccomplishthegreatestexposureandtoachievethebestvaluefortheCityanditsresidents;andWHEREAS,City-ownedpropertymustbeleasedatnolessthanfairmarketvalue;andWHEREAS,theCityownscertainimprovedrealpropertyandfacilitiesincludingbutnotlimitedwaterreservoirs,pumpstation,emergencypowergeneratorandrelatedappurtenanceslocatedat11500PugetDr.SE,RentonWashington,commonlyreferredtoasRollingHillssite,whichislegallydescribedinExhibitA,attachedandfullyincorporatedbyreferenceintothisLease(“Property”);andWHEREAS,theLesseeisengagedintheoperationofcommunicationsanddesirestoleasefromtheCity,andtheCityiswillingtoleasethatportionofthePropertywhichismarkedas“Lessee’sEquipmentFacilityArea”describedinExhibitB,attachedandfullyincorporatedbyreferenceintothisLease;andTERMSOFNON-EXCLUSIVELEASENOWTHEREFORE,forvaluableconsiderationthesufficiencyofwhichisacknowledgedandinconsiderationoftheterms,conditions,covenantsandperformancescontainedinthisLease,thePartiesmutuallyagreetoincorporatetheabove-notedRecitalsandagreeasfollows:1.TheCityRepresentstheFollowing:Pagelof34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) A.ItownsthePropertyandLessee’sEquipmentFacilityAreaandallappurtenancestothePropertyandEquipmentFacilityAreanotownedbyotherLessees;B.ItisfullyauthorizedtoenterthisLease;andC.TheindividualexecutingthisLeaseonbehalfoftheCityisauthorizedtobindtheCitytotheprovisionsofthisLease.2.AreasLeasedIEquipmentFacilityArea:A.TheCityleasestoLesseeatLessee’ssoleresponsibilityandexpense,anon-exclusiveportionoftheProperty,identifiedinthisLeaseasLessee’sEquipmentFacilityArea,(ExhibitB),togetherwithnon-exclusiveaccessrightstotheCity’sconduitsiftheconduitsareavailableasdeterminedsolelybytheCity,asfurtherdescribedinExhibitC,attachedandfullyincorporatedbyreferenceintothisLease,andaccessrightstoandfromLessee’sEquipmentFacilityAreathroughthePropertytothepublicright-of-way,sufficientforLessee’suseofLessee’sEquipmentFacilityArea,asoutlinedinParagraph3ofthisLease.AnychangestothelocationofLessee’saccessright(describedinExhibitC)issubjecttotheCity’sapproval.B.LesseehasexaminedthePropertyandacceptsLessee’sEquipmentFacilityAreaandsurroundingProperty“asis”,initspresentconditionaspartoftheconsiderationofthisLease.3.PermittedUse:TheLesseemayuseLessee’sEquipmentFacilityAreaonlyfortheinstallation,operation,maintenance,replacement,modification,upgradeandremovalatLessee’ssoleresponsibilityandexpense,ofLessee’sun-staffedantennasiteequipment,tobereferredtoas“Lessee’sSiteEquipment”.TheSiteEquipmentonthePropertyshallcompriseonlythoseitemsdescribedonExhibitD,attachedandfullyincorporatedbyreferenceintothisLease.ThedefinitionofwhatisincludedasLessee’sSiteEquipmentinExhibitDmayonlybemodifiedbywrittenagreementoftheParties.LesseeshallnotusethePropertyforanyotherpurposewithouttheCity’spriorwrittenconsent,whichtheCitymaywithholdforanyreasonattheCity’ssolediscretion.4.EffectiveDate:AllreferencesinthisLeasetothe“EffectiveDate”,“AcceptanceDate”,“thedatehereof”,orsimilarreferencesshallbedeemedtorefertothedateonwhichtheCityhasexecutedandacknowledgedthisLease.5.Term:ThisLeaseshallcommenceon_______________(“CommencementDate”),andshallexpiretwenty(20)yearsfromsuchdateon__________________6.InitialStaffTime;Rent;SubsequentAdiustments;HoldoverRent&ChargesforLatePayment:Page2of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) A.InitialStaffTime:Lesseeshallpayaone-timefeeintheamountofSevenThousand-FiveHundredDollars($7,500)withinthirty(30)daysfollowingtheEffectiveDateforinitialstafftimeinpreparingthisAgreement.ThisfeeshallbedeliveredormailedtotheaddressinParagraph6.Cbelow.Lesseemayincuradditionalfees,theamounttobedeterminedbytheCity,ifLesseerequestssignificantrevisionstoLessee’sEquipmentFacilityAreaand/oradditionalareawithintheProperty.B.AttheCity’sdiscretion,alicensedengineeroftheCity’schoiceshallreview,inspect,andapprovetheoriginalinstallationandanyfuturemodificationsandadditionstotheSiteEquipment.Lesseeshallbearthereasonablecostofsuchapprovalandinspection.C.MonthlyRents:1.MonthlyRentistheamountsasdefinedinParagraph6.Dbelow,plusWashingtonLeaseholdExciseTax.LesseeisresponsibletopaytheLeaseholdExciseTaxeitherdirectlytotheStateandtoprovideproofofsuchpaymenttotheCityassetforthinParagraph7belowortopaytheLeaseholdExciseTaxdirectlytoCity.2.Rentpaymentsshallreference,“LAG-_-RollingHillsReservoirWirelessCommunicationsLease”,andshallbedeliveredelectronicallyasapprovedbytheCityofRentonFinanceDepartmentormailedto:CityofRentonFinanceDepartment1055SouthGradyWayRenton,Washington980573.RentforanypartialmonthatthebeginningorendofthetermofthisLeaseshallbeprorated.D.RentsDue:1.Commencing_____________,2022MonthlyRentforthecalendaryear2022shallbeTwothousand,eighthundreddollars,($2800)eachmonthinvoicedmonthlybytheCity,plusWashingtonLeaseholdExciseTax,ifapplicable.2.TheMonthlyRentamountshallincreasethreepercent(3%)peryearcommencing____________,andforeachyearthereafter.E.TheCityretainstherighttoidentifyadditionalcharges/rentinaproportionalamount,foranyadditionalrequestsbyLesseeforleasespaceoutsideLessee’sEquipmentFacilityArea.TheCitymay,initssolediscretion,denysucharequestforanyreason.F.ReceiptofanyRentbytheCity,withknowledgeofanybreachofthisLeasebyLessee,orofanydefaultonthepartofLesseeintheobservanceorperformanceofanyoftheconditionsorcovenantsofthisLeaseshallnotbedeemedawaiverofanyprovisionofthisLease.Page3of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) G.IfaftertheendoftheInitialTermoranyRenewalTerm,asthecasemaybe,LesseecontinuestousethePropertywithoutenteringintoanewleasewiththeCity,and/ortheCityhasnotprovidedwrittennoticetoLesseethattheLeasewillnotberenewed,theLesseeshallbecomeaTenantonamonth-to-monthbasisonthesametermsandconditionsofthisLease,andpaymonthlyRentequivalenttotheMonthlyRentatthetimetheTermendsincludingtheannualthreepercent(3%)increaseinParagraph6.0.3aboveH.IfanysumspayabletotheCityunderthisLeasearenotreceivedbytheCityonorbeforethefifth(5th)dayfollowingitsduedate,theLesseeagreestopayalatefeeofTwoHundredDollars($200)whichshallbedueandpayablewiththeRentpayment.ThereshallbeaTwenty-fiveDollars($25)feeassessedtotheLesseeifabankorotherfinancialinstitutionreturnsachecktotheCitywiththeindicationthatthecheckcannotbehonoredorindicatesinsufficientfundsforelectronicpaymentofRent.TheCityandLesseeagreethatsuchchargesrepresentafairandreasonableestimateofthecostsincurredbytheCitybyreasonoflatepaymentsanduncollectiblechecks,andthefailurebytheLesseetopayanysuchchargesbynolaterthanthirty(30)calendardaysafterLessee’sreceiptofwrittendemandforpaymentbytheCitytogetherwithreasonablesupportingdocumentationevidencingsuchchargesshallbeadefaultunderthisLease.TheCity’sacceptanceoflessthanthefullamountofanypaymentduefromtheLesseeshallnotbedeemedanaccordandsatisfaction,waiver,orcompromiseofsuchpaymentunlessspecificallyagreedtoinwritingbytheCity.7.Taxes,Assessments&Utilities:TheLesseeagreestopayalltaxesandassessmentswhicharetheresultofLessee’suseofthePropertyand/orwhichmaybecomealienontheinterestofLesseeinaccordancewithRCW79.44.010(Landssubjecttolocalassessments),asitexistsormaybeamended.Lesseeshallpayalltaxes,includingbutnotlimitedtoleaseholdexcisetaxes,whichmaybeleviedorimposedupontheinterestofLesseeorbyreasonofthisLease,unlessexemptunderRCW82.29A.130(Exemptions—Certainproperty),asitexistsormaybeamended,whichcopyofsuchexemptionrequiredtobeattachedtothisLeaseasExhibitE,orifsuchamountispaiddirectlytotheStateofWashington.Withinthirty(30)calendardaysofLessee’sreceiptoftheCity’swrittenrequest,LesseeshallprovidetotheCityevidenceofLessee’spaymentoftheWashingtonLeaseholdExciseTaxinwhichLesseehaspaiddirectlytotheStateofWashington.LesseeisresponsibleforandagreestopayforutilitiesthatserveLessee’sEquipmentFacilityAreaattheratechargedbytheservicingutilitycompany.8.Permits:PriortoperforminganyupgradesorconstructionworkwithintheProperty,Lesseeshallsecureallnecessaryfederal,stateand/orlocallicenses,proofofagencyandpermitsfortheconstructionandoperationoftheantennaandassociatedequipment(collectivelyreferredtohereinafteras“GovernmentApprovals”)atitssoleexpense.TheCityauthorizesLesseetomakeanyandallapplicationsand/orsubmissionsnecessarytoobtainallGovernmentApprovalsfromallapplicablegovernmentaland/orregulatoryPage4of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) entitiesrequiredforconstructionoroperationoftheSiteEquipmentwithinLessee’sEquipmentFacilityArea.Totheextentauthorizedbylaw,theCityagreestocooperatewithLessee,atnocosttotheCityotherthanadministrativecosts,inthesubmissionand/orprocessingofanysuchapplications.9.Non-InterferencetoProperty:A.MultipleOccupants(City,lessees,tenantsorequivalents)(eachan“Occupant”)usethisEquipmentFacilityArea,Propertyadjacentright-of-wayandaccessareas.TheCitydesiresthatallOccupantswillworktogetherandnotcauseunreasonableinterferencewiththeotherOccupants’uses.LesseeshallnotuseLessee’sEquipmentFacilityArea,Property,adjacentright-of-way,oraccessareasinanywaythatmateriallyinterfereswithanyuseofthePropertyforCitypurposesorotherOccupants,lessees,tenantsorequivalents.B.TheCitywillrequireotherOccupantsoutsideofthehistoricalusesofthePropertytoprovidethesameassurancesagainstinterferencewithanyOccupants’outsidethehistoricalusesoftheProperty,andwillworktoeliminateormitigateunreasonableinterferencewiththeoperationsofLesseecausedbyotherOccupants.10.RadioFrequencyInterferenceStudy(IfApplicable):A.Ifnecessaryforexistingwirelessfacilitiesandfuturewirelessfacilities-Lessee,atLessee’ssoleresponsibilityandexpense,shallperformallnecessarytestsorstudies,includingbutnotlimitedtoradiofrequencytest(s)todeterminethesuitabilityofLessee’sEquipmentFacilityAreaforitsintendeduse.Lesseeshall,inatimelymanner,providetheCitywithacompleteandaccuratecopyofanyandallsuchtestsorstudies.B.Ifnecessaryforexistingwirelessfacilitiesandfuturewirelessfacilities—aspartofthepermittingprocessalongwithstudiesandrequiredpermittingandpriortotheinstallationofSiteEquipment,Lessee,atLessee’ssoleresponsibility,shallconductaninterferencestudy.Pre-existingLessee(s)withcommunicationusescurrentlylocatedonthePropertyshallreviewtheresultsofthisstudy.IfasaresultoftheinterferencestudyitisdeterminedthatoperationofLessee’sSiteEquipmentwouldsignificantlyinterferewiththeoperationanduseofanyotherauthorizedcommunicationsfacilitiesontheSite,operatedbytheCity,otherpre-existingauthorizedcommunicationsfacilities,orotherpre-existingLessee(s),theLesseeortheCitymayterminatetheLeaseuponthirty(30)calendardays’noticetotheotherpartyandneitherpartyshallhaveanyfurtherobligationsorresponsibilitiesundertheLease,exceptforremovalofLessee’sSiteEquipmentandreturnofLessee’sEquipmentFacilityAreatoitsconditionpriortoinstallationofLessee’sSiteEquipment.C.IfafterLesseeinitiatesoperationofitsSiteEquipment,theCityhasreasontobelievethatLessee’soperationofitsSiteEquipmenthascausedoriscausinganyelectrical,electromagnetic,radiofrequency,orotherinterferencewiththeoperationanduseofanyotherauthorizedcommunicationsfacilitiesontheProperty,whetheroperatedbytheCity,Lessee,oranotherpre-existingLesseewithrightspriorintimetoLessee,Page5of34NewCirigularWireless(AT&T)RollIngHillsCellLeaseAGENDA ITEM #6. j) Lesseeshallpromptlycommencecurativemeasuresuntiltheinterferencehasbeencorrectedtothereasonablesatisfactionoftheownerofthefacilitiessustaininginterference.Ifsuchinterferencehasnotbeencorrectedwithinsixty(60)calendardaysofLessee’sreceiptoftheinitialnoticefromtheCity,duringthesixty(60)daystheCitymayallowtheLesseetopowerdowntheequipmentcausingtheinterference(exceptforintermittenttesting)untilsuchinterferenceisremedied.IfLesseeisunabletoremedysuchinterferencewithinsuchsixty(60)dayperiod,LesseeortheCitymayterminatetheLeaseuponthirty(30)calendardays’noticetotheCityandLesseeshallnothaveanyfurtherobligationsorresponsibilitiesundertheLeaseexceptremovalofLessee’sSiteEquipmentandreturnofLessee’sEquipmentFacilityAreatoitsconditionpriortoinstallationofLessee’sSiteEquipment.D.Lesseeshallnotaffixormountanyantennas,devices,equipmentorrelatedmaterial,inanymannerorinanylocationwhichwouldcausedegradationintheoperationoruseofcommunicationssystemsatthePropertywhichservetheCityorotherpublicusers.ThiswouldincludebutnotbelimitedtoimpactingthereceivedortransmittedsignalstrengthorpatternsofanysystemsatthesiteservingtheneedsoftheCity.IfatanytimetheoperationofLessee’sSiteEquipmentinterfereswiththereceptionortransmissionofpublicsafetycommunications,followingreceiptofwrittennoticeofsuchinterference,Lesseeshallceaseoperationofthesite(exceptforintermittenttesting)untilsuchtimeastheinterferenceiscorrected.Intheeventtheinterferencecannotbecorrectedwithinthirty(30)daysfollowingreceiptofsuchnotice,eitherpartymayterminatetheLeaseuponthirty(30)calendardays’noticetotheotherpartyandneitherpartyshallhaveanyfurtherobligationsorresponsibilitiesundertheLease.LesseeagreestoprovidecontactinformationfortheNationalOperationsCenterthatcanremotelyshutoffLessee’sequipmentremotelyintheeventofanemergency.E.IntheeventtheoperationoruseofcommunicationssystemsatthePropertywhichservetheCityorotherpublicuserscausesinterferencewithLessee’sequipment,CityagreestoreasonablycooperatewithLesseetoreducesuchinterference.IfsuchinterferencecannotbereducedtoLessee’ssatisfaction,LesseemayterminatethisLeaseimmediatelyuponwrittennoticetoCityandLesseeshallnothaveanyfurtherobligationsorresponsibilitiesundertheLease.11.AccessandSecurityforanEquipmentFacilityAreaonProperty:A.Lesseeisherebygrantedalimitedandnon-exclusivelicensetoenterthePropertyformaintenance,operationand/orrepairofLessee’sEquipmentFacilityatthelocationsindicatedontheaccessplan,describedinExhibitC,orasfurthermodifiedtoprovideanalternativeaccessmethodtobeapprovedbytheCity,whichapprovalmaybewithheldforanyreason.B.Lesseeshallmakeitsbestefforttomaintain,repair,orreplaceLessee’sgroundequipmentduringNormalBusinessHours(8:00a.m.to4:30p.m.).LesseeshallnotifytheCity’srepresentativeordesigneepriortoaccessingtheProperty.Facilitiesmaybereachedat(425)430-6605duringNormalBusinessHours.AccesstoLessee’sequipmentonPropertywillrequireforty-eight(48)hourspriornoticetotheCityforthePage6of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) maintenance,repairorreplacementofsaidequipment.AccesstoPropertyshallbelimitedtoNormalBusinessHoursandworkshallbedoneinamannerthatwillnotinterferewiththeCity’sprimaryuseoftheProperty.ShouldLesseedetermine,outsideofNormalBusinessHours,thatemergencyaccessisneededtoeitherthegroundequipmentortotheequipmentonProperty,LesseeshallnotifytheCitybycontactingtheRentonPoliceDepartmentat911whowillreferthecallertotheCityFacilities’on-callstaff.LesseeshallreimburseFacilitiesforcostsincurredfortheon-calltimetorespondtoanafter-hoursaccessrequest.C.TheCityshall,uponrequestofLessee,providealistofemergencytelephonenumbersknowntotheCityoftheotherlesseesoftheProperty.D.IntheeventofapublicsafetyemergencyattheProperty,theCityshallhavetherighttoturnofftheLessee’sequipmentwithoutpriornotification.TheLesseeshallensurethatanyswitchesforturningofftheLessee’sequipmentareproperlylabeled,includeanemergencycontactphonenumber,andarereadilyaccessibletotheCity.TheCitywillendeavortonotifytheLesseeassoonaspossibleofanyemergencythatrequirestheCitytoturnoffLessee’sequipment.E.IntheeventofanyemergencyinwhichanyofLessee’stelecommunicationsfacilitieslocatedin,above,orunderanypublicwayorCity-ownedpropertybreaks,aredamaged,orifLessee’sconstructionareaisotherwiseinsuchaconditionastoimmediatelyendangertheproperty,life,health,orsafetyofanyindividual,Lesseeshallimmediatelytaketheproperemergencymeasurestorepairitsfacilities,tocureorremedythedangerousconditionsfortheprotectionofproperty,life,health,orsafetyofindividualswithoutfirstapplyingforandobtaininganypermitasrequiredbythisLease.However,thisshallnotrelieveLesseefromtherequirementofimmediatelynotifyingtheCitybytelephoneuponlearningoftheemergencyandobtaininganypermitsnecessaryaftertheemergencywork.LesseeshallapplyforallrequiredpermitsnotlaterthanthesecondsucceedingdayduringwhichtheRentonCityHallisopenforbusiness.F.Intheeventofapublicemergency,suchas,butnotlimitedto,roadfailure,evacuation,naturaldisasters,hazardoussubstancespills,andfatalaccidentsduringpublicuseattheProperty,Lessee’saccessmay,attheCity’sreasonablediscretion,betemporarilylimitedorrestricted;provided,thatanytemporarylimitationorrestrictioninLessee’saccessshallberestoredassoonasthecircumstancesshallallow,asdeterminedbytheCity.G.ForthesecurityoftheProperty,attheCity’sdiscretion,LesseemayberesponsibletoprovideseparatesecurityfencingandgatetoLessee’sEquipmentFacilityArea.LesseewillprovidetheCity’sdesignatedFacilitiesstaffwithtwo(2)keysforemergencyaccesstoLessee’sEquipmentFacilityArea.TheCitymayatanytimeduringtheTermofthisLeasedeterminethatadditionalsecuritymeasuresareneededattheProperty.LesseeshallreimbursetheCityfortheCity’scostsinimplementingrevisedsecuritymeasures,totheextentthatadditionalcostsareincurredduetothepresenceofLessee’sequipment.TheCityalsoretainstherighttoreviseaccessproceduresduringtheTermofthisLease.Page7of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) LesseeshallcomplywithrevisedaccessrequirementssolongasaccessismaintainedaccordingtoprovisionsoftheLease.12.Utilities&Services:A.Anytime,withtwenty-four(24)hourswrittennoticetotheCity,Lesseeoritssurveyororcontractormay,atLessee’ssoleexpense,enteruponandsurveyLessee’sEquipmentFacilityAreaandtheCity’sabuttingandsurroundingpropertytotakemeasurements,makecalculations,reviewanyandallexistingeasements,propertyrestrictions,ifany,andnoteallotherinformationrelevanttoLessee’sassessmentofthesuitabilityofLessee’sEquipmentFacilityAreaforitspurposes.SaidaccessshallbewithinNormalBusinessHours.B.TheCityshallnotfurnishLesseewithelectricalserviceforLessee’sEquipmentFacilityArea.Lesseehasormayinstall,atitssolecostandexpense,anelectricalmeterandrunsuchutilitylinesasmaybereasonablynecessarytoprovideelectricalservicetoLessee’sEquipmentFacilityArea,inalocationacceptabletotheCity,asdescribedinExhibitC.TheprovisionofsuchelectricallinesandserviceshallnotmateriallyinterferewiththeCity’snormaluseoftheProperty.TheCitywillnotencumberitspropertyforthebenefitoftheLesseetoprovidetheseservices.C.TheCityshallnotbeliableforanydamagestoanypersonorproperty,norshallLesseeberelievedfromanyofitsobligationsunderthisLease,asadirectorindirectresultoftemporaryinterruptionintheelectricalpowerprovidedtoLessee’sEquipmentFacilityAreawheresuchinterruptioniscausedbyactsofnatureorotheractsbeyondtheCity’scontrol.UndernocircumstancesshalltheCitybeliableforindirectorconsequentialdamagesresultingfromsuchaninterruption.D.TheCityshallnotberesponsibleforprovidingLesseewithanyinformationrelatingtoencumbrancesontheProperty,including,butnotlimitedtosetbacks,utilitiesoreasementsofanynature.E.Lesseemay,iffeasibleandatitssoleexpense,installabackupgeneratorinalocationacceptabletotheCity,inordertoprovideelectricalservicetoLessee’sEquipmentFacilityAreaduringemergencysituationswhereelectricalpowerisnototherwiseavailable.Anyback-upgeneratormustbesodesignedandoperatedastonotexceedlocalnoiselevelstandardsoftheapplicableCityofRentonordinanceorotherapplicablelaws.Back-upgeneratorandassociatedinfrastructure,shallbeidentifiedtoLessee’splansandincludedaspartoftheinitialdesignreview.13.CompliancewithLaws:A.Lesseeshall,atalltimesandatitssoleresponsibilityandexpense,complywithallapplicablestatutesandordinances,orders,guidelines,policies,directives,rulesandregulationsofmunicipal,county,stateandfederalgovernmentalauthoritiesorregulatoryagencies(“Laws”)relatingtotheconstruction,operationand/ormaintenanceofLessee’sEquipmentFacilityAreaandadjacentAntenna,includingFCCregulationsforcompliancePage8of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) withlimitsonhumanexposuretoradiofrequency(RF)emissions.Lesseeshalldefend,indemnifyandholdharmlesstheCityanditsemployeesandagentsagainstanyclaimsarisingfromanyviolationsbyLessee,itsagentsoremployees,ofanysuchLaws.TheindemnityprovisionofthisparagraphshallsurvivetheterminationorexpirationofthisLease.B.LesseeshallnotuseLessee’sEquipmentFacilityAreaforanyillegalpurposesorviolateanyapplicableLaws,norcreateorallowanynuisanceorhazardousmaterials,nortrespassordoanyactonthePropertythatwouldincreasetheinsurancerates,nordeface,damageoroverloadtheProperty’sstructuralcomponents.14.AdvertisingDevices,Signs&Lighting:A.LesseeshallnotplaceanyadvertisingdevicesonorabouttheProperty.B.LesseeshallpostandmaintainonLessee’sEquipmentFacilityAreaappurtenanttheretoasignnolargerthaneighteeninches(18”)squaregivinganemergencytelephonenumber.NoothersignsarepermittedonorabouttheProperty.ExcludedfromthisrestrictionaresignsrequiredbytheFCC.AtnotimeshallLesseepostanysignontheCity’sPropertywithouttheCity’spriorwrittenpermission.15.Installation,Maintenance,andStewardship:A.AtthetimeofinstallationofLessee’sequipment,Lesseeshallpainttheequipmenttomatchthecoloroftheexistingsurface.Whennewequipmentisaddedorexistingequipmentisreplaced,itshallbepaintedtomatch.B.TheLesseewillnotinterferewiththeCity’suseoftheProperty,norwillLesseeortheLessee’sequipmentcreateanelectricalcurrentorfieldthatwilldamagetheCity’sPropertyorcommunicationsequipmentorcapability.C.LesseewillnotweldtothePropertywithouttheCity’spriorwrittenconsent.D.WhentheCitydeterminesthatthePropertyisinneedofrepainting,theLesseeshallberesponsibleforallcostsassociatedwithpreparingandpaintingallcommunicationfacilities(conduit,mountingpoints,antennas,etc.),preparingandpaintingthePropertysurfacesundercommunicationfacilities,andpreparingandpaintingthesurfacesfromthepointofthelowestmountedequipmenttothetopoftheofwheretheequipmentismounted.TheLesseeshallpayforcostsincurredbytheCityincludingbutnotlimitedtoengineering,andcontractpreparationandadministration.Suchcostswillbepaidwithinthirty(30)daysfollowingreceiptofaninvoicetogetherwithreasonablesupportingdocumentationevidencingsuchcosts.E.Priortoanyoperationinwhichearth,rock,orothermaterialonorbelowthegroundismovedorotherwisedisplacedtoaverticaldepthoftwelveinches(12”)orgreater,Lesseemustcallanundergroundutilitylocatingservicetoascertaintheexistenceofundergroundutilities.F.LesseemustcomplywithallprovisionofRCW19.122(Undergroundutilities).Page9of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) G.Lesseeshall,atitsownexpenseandatalltimes,keepLessee’sEquipmentFacilityAreaneatandcleanandinasanitaryconditionandkeepanduseLessee’sEquipmentFacilityAreainaccordancewithallapplicableLaws.Lesseeshallpermitnowaste,damageorinjurytoLessee’sEquipmentFacilityArea.LesseeshallmakesuchrepairsasarenecessarytomaintainLessee’sEquipmentFacilityAreainasgoodaconditionasexistsonthedateconstructionofLessee’sEquipmentFacilityAreaiscompleted,subjecttoreasonablewearandtear.H.TheCityshallhavenoobligationtomaintainorsafeguardLessee’sEquipmentFacilityArea,exceptthattheCityshallnotintentionallypermitaccesstoLessee’sEquipmentFacilityAreatoanythird-partywithoutthepriorapprovaloftheLessee,exceptasotherwiseprovidedinthisLease.I.Ifapplicable,LesseeshallmaintainthesurroundingEquipmentFacilityArealandscapeinstalledbyLesseepursuanttoitspermitsforconstructionofLessee’sEquipmentFacilityArea,inamannerandfrequencyconsistentwiththebalanceoftheProperty.SuchtasksandfrequenciesshallbedeterminedbytheCityofRentonUtility,followingfinaldesignandlandscapeplanapprovalasrequiredbyanysuchpermits.16.HazardousSubstances:A.LesseeshallnotintroduceoruseanysuchsubstanceontheEquipmentFacilityAreainviolationofanyapplicablelaworregulation,norshallLesseeallowanyofitsagents,contractorsoranyotherpersonunderitscontroltodothesame.B.Lesseewillbesolelyresponsibleforandwilldefend,indemnify,andholdtheCity,itsagents,andemployeesharmlessfromandagainstanyandalldirectclaims,costs,andliabilitiesincludingreasonableattorneys’feesandcosts,arisingoutoforinconnectionwiththecleanuporrestorationofthepropertyassociatedwithLessee’suse,storage,ordisposalofHazardousSubstancesortheuse,storage,ordisposalofsuchsubstancesbyLessee’sagents,contractors,orotherpersonsactingunderLessee’scontrol.17.RepairsbytheCity;Inspection;IncreasedMaintenanceCosts:A.TheCityshallhavenodutytoLesseetomakeanyrepairsorimprovementstoLessee’sEquipmentFacilityAreaexceptthoserepairsnecessaryforthesafetyoftheLessee.TheCityoritsrepresentativesshallbeprovidedaccesstoLessee’sEquipmentFacilityAreauponnolessthantwenty-four(24)hours’noticetoLessee.B.IntheeventthatthepresenceofLessee’sSiteEquipmentonthePropertyorwithinLessee’sEquipmentFacilityArearesultsinincreasedmaintenanceorrepaircoststotheCity,Lesseeshall,withinthirty(30)calendardaysofwrittennotificationbytheCity,whichshallincludedocumentationevidencingsuchincreaseastheresultofLessee’suse,paytheCityfortheincrementalmaintenanceorrepaircostsincurredbytheCity.C.ImprovementsbytheCity-relocation,movingetc.Page10of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) TheCitywillfromtimetotimeneedtomakeadditionalimprovements,repairsandrevisionstotheutilitysiteandProperty.Exceptforemergenciesassetforthabove,theCitywillprovidetheLesseewithnotlessthan180days’noticeofmajorrevisionsandmajorimprovementstobemadebytheCity.Lesseeshallremoveand/orrelocateitsfacilitiesatLessee’scostandatnocosttotheCity.TheLesseemustrelocatebythedatesetintheNoticetoRelocateoranothermutuallyagreedupondateinwriting.Lessee’sfailuretotimelyrelocateperthenoticeoragreeddatecanresultinLesseepayingforanyandalldamageanddelayclaimsoftheCityorcontractorsoftheCity.Uponcompletionofsuchrevisionsand/orimprovements,ifpossible,theLesseemaybeallowedtowillrelocateitsequipmentbacktoLessee’sEquipmentFacilityArea.Iftheimprovements,repairsandrevisionsarenotcompatiblewiththeLessee’sEquipmentintheFacilityArea—thepartieswillworktowardsanagreedsolution,ifanagreedsolutioncannotbereachedLesseeortheCitymayterminatetheLeaseuponthirty(30)calendardays’noticetotheotherpartyandneitherpartyshallhaveanyfurtherobligationsorresponsibilitiesundertheLeaseexceptremovalofLessee’sSiteEquipmentandreturnofLessee’sEquipmentFacilityAreatoitsconditionpriortoinstallationofLessee’sSiteEquipmentorasotherwiseagreedbytheparties.18.Lessee’sSub-leasing&Assignment:A.Lesseemaynotsub-leaseorco-locateanyotherbroadcastequipmentwithinLessee’sEquipmentFacilityArea,withouttheCity’spriorexpresswrittenconsent.B.Assignment—NeitherthisLease,noranyrightscreatedbyit,maybeassigned,ortransferredwithouttheCity’spriorwrittenpermission.AnysuchassignmentshallbeinwritingonaformapprovedbytheCityandshallincludeanassumptionofthisLeasebytheassignee.C.Notwithstandingtheforegoing,LesseemayassignitsinterestinthisLease,withouttheCity’sconsent,toanyentitywhichcontrols,iscontrolledby,orisundercommoncontrolwithLessee,ortoanyentityresultingfromanymergerorconsolidationwithLessee,ortoanypartnerormemberofLessee,ortoanypartnershipinwhichLesseeisageneralpartner,ortoanypersonorentitywhichacquiresfiftyonepercent(51%)ormoretheownershipofLesseeorfifty-onepercent(51%)ormoreoftheassetsofLesseeintheSeattle-Tacoma-EverettArea,ortoanyentitywhichobtainsasecurityinterestinasubstantialportionofLessee’sassets;provided,thattheassignmentincludesanassumptionofallobligationsofLesseeunderthisLeasebytheassignee;andprovidedfurther,thatLesseeshallprovidetheCitywithwrittennoticeoftheassignmentwithanupdatedcontactandbillingaddressalongwithacopyofsaidwrittenassignmentandacopyoftheCertificateofInsuranceintheformrequiredbyParagraph25.,withinthirty(30)calendardayspriortotheeffectivedateoftheassignment.AnysuchassignmentshallnotservetoreleaseLesseefromitsobligationsunderthisLease,whichshallremaininfullforceandeffectforthedurationoftheTerm.D.TheCity’sconsenttooneassignmentshallnotwaivetherequirementofobtainingtheCity’sconsenttoanysubsequentassignment.Page11of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) 19.TheCity’sSub-leasing&Assignment:A.ShouldtheCitysell,lease,transfer,orotherwiseconveyalloranypartofthePropertythatisthesubjectofthisLeasetoanytransfereeotherthanLessee,suchtransfershallbesubjecttothisLease.B.SubjecttoParagraph9.A.andParagraph9.B.,theCityretainstherighttosubleaseorenterintoanytypeofagreementforanyportionofthePropertyforanyreason,includingbutnotlimitedto,co-locatingwirelessfacilities.C.SubjecttoParagraph9.A.andParagraph9.B.,theCityretainstherighttoenterintootherLeaseswithotherLessee’stoco-locatewithintheProperty,D.TheCitymaytransferandassignitsrightsandobligationsunderthisLeaseandnofurtherliabilityorobligationshallaccrueagainsttheCity,providedthattheassigneeortransfereeassumes,inwriting,alloftheCity’sobligationsunderthisLease,whichshallremaininfullforceandeffect.20.TheCity’sReservationofRighttoMaintain&GrantUtilityFranchises&Permits:A.SubjecttoParagraph9.AandParagraph9.B,theCityreservestherightforutilityfranchise,licenseeandpermitholderstoenteruponthePropertytomaintainfacilitiesand,foritself,tograntutilityfranchises,licensesand/orpermitsacrosstheProperty;provided,thatsuchfranchises,licenses,orpermitsdonotmateriallyinterferewithLessee’sauthorizeduseofLessee’sEquipmentFacilityArea.SuchinstallationwillbeaccomplishedinsuchamannerastominimizeanydisruptiontoLessee.Thefranchise,licenseorpermitholderwillberequiredtorestorepaving,gradingandimprovementsdamagedbytheinstallation.B.Lesseewillnotdisturbmarkersinstalledbyafranchise,license,orpermitholderandwillcontactthefranchise,license,orpermitholderpriortoanyexcavationinorderthatthefranchise,license,permitholdermaylocatetheutility.ItisLessee’sresponsibilitytoprotectlegallyinstalledundergroundutilitiesfromdamagecausedbyitself,itscontractors,agentsandinvitees.C.LesseemustcomplywithRCW19.122.030(Noticeofexcavationtoownersofundergroundfacilities--One-numberlocatorservice--Timefornotice--Markingofundergroundfacilities—Costs)andmustsubscribetotheone-calllocatorservicefortheareainwhichthePropertyresides.FailuretocomplyconstitutesmaterialbreachofthisLease.21.Improvements,FixturesandPersonalProperty:A.PriortoinstallinganynewequipmentorotherimprovementsinoronthePropertyaftertheAcceptanceDateotherthanmerelymaintainingtheAntennaconfigurationidentifiedonExhibitD,andpriortomakinganymaterialchangesinsuchequipmentorintheexteriorappearance,sizeordesignofanysuchequipmentortheimprovementsofthePropertythereafterduringthetermofthisLease,includinganyRenewalPeriod,LesseeshallsubmittotheCityforapprovalsuchinformationregardingtheproposedworkPage12of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) astheCitymayrequest,including,withoutlimitation,plansandspecificationsoftheplannedmodificationsandLessee’scriticalpathtimeschedule,fortheCity’swrittenapproval(attheCity’sdiscretion,theCitymayrequireanaddendumtothisagreementandmonthlyrentaladjustmentfortheproject).PriortocommencingconstructionactivitiesontheEquipmentFacilityArea,LesseeshallsecureapprovalofaworkschedulebytheCityandallnecessarypermitsandapprovals.DuringanyconstructionactivitiesbyLesseeattheProperty,representativesoftheCityshallhavetherighttoinspectanyandallimprovementsandtorequirereasonablerevisionstoensurethattherespectiveusesofthePropertyandEquipmentFacilityAreaarecompatible.Notwithstandingtheforegoing,maintenance,repairs,like-kindorsimilarreplacementsofequipmentandmodificationsmadewithintheinteriorofanysheltersorbasestationequipmentshallnotbeconsidered“materialchanges”.B.TheCitymayatanytime,gouponthePropertytoinspectanyworkdonebyLesseetoinsurecompliancewiththeapprovedplansandspecifications,torequirereasonablerevisionstoensurethattherespectiveusesofthePropertyarecompatibleorotherwise.Further,thisrightshallnotimposeanyobligationupontheCitytomakeinspectionstoascertainthesafetyofLessee’simprovementsortheconditionoftheLeasedProperty.22.DestructionoforDamagetoProperty,EquipmentFacilityAreaoranySiteStructures:A.IftheProperty,EquipmentFacilityArea,oranystructureonthePropertyisdestroyedordamagedbyfireorcasualtysoastorenderthePropertyand/orEquipmentFacilityAreawhollyunfitforusebytheLessee,andifinthereasonablejudgmentoftheCitythedamagecannotberepairedwithinninety(90)calendardaysfollowingthedateofsuchdamage,eitherpartymayterminatethisLeaseuponwrittennoticetotheotherparty,andthisLeaseshallterminateonthedateofsuchnoticeandLesseeshallsurrenderLessee’sEquipmentFacilityAreatotheCitywithinninety(90)calendardays.Withinfifteen(15)calendardaysaftersuchdamage,theCityshallnotifyLesseeastowhethertheCityexpectstocompletesuchrepairwithinninety(90)calendardays.IfLessee’sEquipmentFacilityAreaisdamagedbyfireorcasualty,butnotrenderedwhollyunfitforuse,Lesseemayelectpromptlytorepairsuchdamage.TheCityshallnotbeliabletoLesseeforanyindirectorconsequentialdamagesincludingbutnotlimitedtoinconvenience,annoyance,orlossofprofits,norforanyexpenses,oranyotherdamageresultingfromtherepairofsuchdamage,orfromanyrepair,modification,arranging,orrearrangingofanyportionofthePropertyorEquipmentFacilityAreafortheterminationofthisLeaseasprovidedherein.B.IntheeventthePropertyand/orEquipmentFacilityAreawillberebuiltand/orrepairedasoutlinedabove,theCityshallconsiderothertemporarylocationsonthePropertyattheCity’ssolediscretion.IfboththeCityandLesseeapproveanarea,Lesseemayconstruct,operateandmaintain,atitssoleexpense,asubstitutewirelesscommunicationfacilityonthePropertyuntiltheSiteEquipmentisfullyrestoredandoperational.Duringtheuseofthetemporarylocation,RentshallcontinueandbepayabletotheCity.Page13of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) 23.Condemnation:IfalloranyportionofthePropertyorLessee’sEquipmentFacilityAreashallbetakenorcondemnedforanypublicpurposesuchthattheLesseecannotuseitsSiteEquipmentonLessee’sEquipmentFacilityArea,eitherpartymayterminatethisLease.AllproceedsfromanytakingorcondemnationoftheSiteorEquipmentFacilityAreashallbelongandbepaidtotheCity.LesseeshallhaveallrightstoitsSiteEquipmentandpersonalproperty,whichshallnotbeincludedinanytakingorcondemnation.LesseeshallalsohavetherighttoclaimandrecoverfromthecondemningauthorityanyamountsrecoverablebyLesseeonaccountofanyandalldamagetoTenant’sbusinessandanycostsorexpensesincurredbyTenantinmoving/removingitsequipment,personalproperty,equipment,andleaseholdimprovements.24.Fixtures:TheCityagreesthat,notwithstandinganyprovisionofstatutoryorcommonlaw,theSiteEquipmentandanyotherLesseeimprovementstoLessee’sEquipmentFacilityArea,includingbutnotlimitedtopersonalproperty,shallnotbecomeaffixedtoorapartofthePropertyoranystructureontheProperty,butshallremaintheexclusivepropertyoftheLessee.TheCityanditsemployeesandagents,shallnotbeliableinanymannerfor,oronaccountof,anylossordamagesustainedtoanypropertyofwhatsoeverkindstored,keptormaintainedinorabouttheProperty,exceptsuchclaimsorlossesthatmaybecausedbytheCityoritagentsoremployees.LesseeagreestosavetheCityanditsemployeesandagentsharmlessonaccountofanyclaimsorliensimposedupontheSiteorEquipmentFacilityAreainconnectionwithalterationsorimprovementsthereto,conductedbyLesseeoronbehalfofLessee.25.Insurance:A.Lesseeshallsecureandmaintain,atitssolecostandexpense,CommercialGeneralLiabilityinsurancewithminimumpolicylimitsof$1,000,000foreachoccurrence/$2,000,000aggregatefortheTermofthisAgreement.B.ItisagreedthatontheLessee’scommercialgeneralliabilitypolicy,theCitywillbenamedasanAdditionalInsuredonanon-contributoryprimarybasis.TheCity’sinsurancepoliciesandself-insuranceshallnotbeasourceforpaymentofanyLesseeliabilitynorLessee’spropertylossordamage.C.SubjecttotheCity’sreviewandacceptance,acurrentcertificateofinsurancewiththe“CityofRenton”namedasthecertificateholder,showingtheminimumproperendorsements,shallbedeliveredtoandacceptedbytheCitybeforeexecutingtheworkofthisAgreement.AnupdatedcertificateshallbepromptlyprovidedtotheCityuponanypolicyexpirationforthedurationofthework.D.LesseeshallprovidetheCitywithwrittennoticeofanypolicycancellation,withintwo(2)businessdaysoftheirreceiptofsuchnotice.Page14of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) E.TheCitydoesnotrepresentthattheminimumrequiredinsuranceorinsurancelimitsareadequatetocoverallpotentialclaims,relatedclaimcosts,orpropertylosses.F.TheCitymayrequireincreasesinsaidcoverage’sbywrittennoticetoLessee,astheCitydeemsreasonablynecessary.G.TheCertificateofInsuranceattachedinExhibitGThecertificateholderandshouldread:CityofRentonATTN:JeffreyMinisci,FacilitiesDirectorRE:LAG--1055SouthGradyWayRenton,WA.9805726.HoldHarmless:TheCityanditselectedofficials,officials,employees,agentsandvolunteersshallnotbeliableforinjuryordamagetoanypersonsorproperty,Lessee’sEquipmentFacilityArea,orforanyinjuryordamagetopersonsorpropertyresultingfromtheinstallation,operationormaintenanceoftheLessee’sequipmentontheProperty.TheLesseeshallprotect,defend,indemnifyandsaveharmlesstheCity,itselectedofficials,officers,employees,agentsandvolunteersfromanyandallcosts,claims,demands,causesofaction,judgments,liabilities,obligations,costsandexpenses(includingreasonableattorneys’fees)fordeathsorinjuriestopersonsorforlossofdamagetoproperty,negligentactsoromissionsofLesseearisingoutof,orinanywayconnectedwith,theuseandoccupancyofthePropertybyLessee,itsofficers,employees,agents,volunteersandindependentcontractors,andinvitees,andassigns.ThisindemnityshallfurtherapplytotestorotheractionsofLesseeatthePropertyduringthetermofthisLease.Finally,allobligationsofLessee,underthisindemnityshallsurviveandremainenforceableaftertheexpirationorearlierterminationofthisLease.Notwithstandingtheforegoing,Lessee’sindemnitytotheCityanditsemployeesandagentsshallnotincludeinstanceswhereanyinjuryordamagetopersonsorpropertyand/oranyandallclaims,demands,causesofaction,judgments,liabilities,obligations,costsandexpenses(includingreasonableattorneys’fees)fordeathsorinjuriestopersonsorforthelossordamagetoproperty,aretheresultofthenegligenceorwillfulmisconductoftheCityoritsemployees,agents,independentcontractors,invitees,assignsandsubtenants.27.PerformanceBond:A.Lesseeshallfurnishasuretybondorbonds,attachedtothisLeaseasExhibitF,attachedandfullyincorporatedinthisAgreementbyreference,coveringfaithfulperformanceofthisLeaseandpaymentofallobligationsarisingthereunder,includingbutnotlimitedtoproperconstruction,long-termfacilitymaintenance,rent,timelyremovalofequipmentandrestoration.ThebondshallbeintheamountofThirtyThousandDollars($30,000)andbein-forceduringtheentiretermorsubsequentPage15of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) extensions.ThebondshallbeinaformacceptabletotheCity.TheperformancebondforthisLeaseshallnotonlyindemnifytheCityfortheusualperformanceprovisionsofthisLease,butinadditionshallbeabondtoguaranteepaymentofanyandalltaxliabilityofanytype,kind,natureordescriptiondueasaresultofthisLease.ThebondshallalsoguaranteetheremovalofLessee’sSiteEquipmentandreturnofLessee’sEquipmentFacilityAreatoitsconditionpriortoinstallationofLessee’sSiteEquipmentshouldLesseefailtoremovesaidequipmentuponterminationoftheLease.SaidperformancebondshallbeissuedtotheCitypriortotheissuanceofanypermitsfortheconstructionofitsfacilitiesontheleasedpropertyandshallincludea90-calendardaycancellationclause.PriortoCityaccessingthebond,itshallfirstgiveLesseewrittennoticeofitsintentiontodosoandwiththatnoticeshallprovidetoLesseewrittendocumentationtoLesseeoftheloss,damageorexpenseforwhichCityseekscompensationfromthebond.IftheCitysousesorappliesanyportionoftheperformancebond,Lesseeshall,uponnotice,restoretheperformancebondtothefullamountabovespecified.B.IfLesseehasenteredintoaseparateleasewiththeCityforotherCityproperty,theCitywillconsiderpermittingLesseetoexpandLessee’sexistingperformancebondtoincludeallobligationsforaperformancebondunderthisLease,providedhowever,allrequirementsfortheperformancebondoutlinedinthisLeasearemet.28.Nondiscrimination:Lessee,foritself,itssuccessors,andassignsasapartoftheconsideration,doescovenantandagreetocomplywithallcivilrightsandanti-discriminationrequirementsoffederal,stateorlocallawsapplicabletotheProperty,including,withoutlimitation,RCW49.60(Discrimination—Humanrightscommission)29.PerformancebyLessee:IfLesseedefaultsintheperformanceorobservationofanycovenantoragreementcontainedinthisLeasebeyondallapplicablenoticeandcureperiods,theCity,withoutnoticeifdeemedbytheCitythatanemergencyexists,orifnoemergency,withthirty(30)calendardays’notice,maydirectLesseetostopworkandmayitselfperformorcausetobeperformedsuchcovenantoragreementandmayenteruponthePropertyforsuchpurpose.Suchanemergencyshallinclude,butnotbelimitedto,endangermentoflife,theProperty,orfailureofLesseetoobtaininatimelymanneranyinsurance.LesseeshallreimbursetheCitytheentirecostandexpenseofsuchperformancebytheCitywithinthirty(30)calendardaysofthedateoftheCity’sinvoicetogetherwithreasonablesupportingdocumentationevidencingsuchcostandexpense.AnyactorthingdonebytheCityundertheprovisionsofthisparagraphshallnotbeconstruedasawaiverofanyagreementorconditionorperformancerequiredunderthisLease.30.RestorationofSitebyLesseeandRemovalofEQuipment:UpontheexpirationorpriorterminationofthisLease,LesseeshallrestoreLessee’sEquipmentFacilityAreatoequaltoorbetterthanitsconditionpriortoLessee’soccupancy,includingremovalofLessee’spersonalproperty/equipment,excludingPage16of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) reasonablewearandtearandinsuredcasualty.ThisworkistobedoneatLessee’ssoleexpenseandtotheCity’sreasonablesatisfaction.31.VacationofLeasedPremises:UponterminationofthisLease,Lesseeshallceaseitsoperationsonand/oruseofLessee’sEquipmentFacilityArea.IntheeventLesseefailstovacateLessee’sEquipmentFacilityAreafromthePropertywithinsixty(60)calendardaysofthedateoftermination,itshallbeliableforanyandallcoststotheCityarisingfromsuchfailure.32.EquipmentDesign:A.TheSiteEquipment,describedinExhibitD,usedwithinthePropertyshallbedesigned,sitedandscreenedasdescribedinExhibitD.B.TheCityretainstherighttoreviewandapprovethedesignandtypeofmaterialsusedtoconstructthestructurewithinLessee’sEquipmentFacilityAreatoensureitmeetstheCity’sneedswithintheProperty.Lesseeshallprovideanas-builtdrawingofLessee’sEquipmentFacilityAreaandSiteEquipmenttotheCitywithinfourteen(14)calendardaysofcompletingtheinstallation.C.UponrequestbytheCity,Lesseeshallinstallallundergroundconduits,includingbutnotlimitedtopowerandtelephone.LesseeshallberesponsibleforcoordinationwithotherlesseesonthePropertytoaccommodateundergroundinstallation.33.EquipmentModification:IfatanytimeduringthetermofthisLease,eitherpartybelievesthattechnologyhaschangedsuchthatmodificationstoorreplacementoftheSiteEquipmentwouldresultinbettercommunicationsfacilitiesforLessee,lessinterferencewithothercommunicationsfacilitiesontheProperty,orlessphysicallyoraestheticallyobtrusiveequipment,thepartiesshallmakeeveryreasonableefforttocooperatetoeffectuatesuchmodificationsorreplacement.34.UtilityReviewofPlans&ApprovalofContractors:Lesseeacknowledgesthefollowing:A.TheexecutionofthisLeasebytheCityshallinnowayconstitutereviewand/orapprovalbyotherapplicablejurisdictionsandpermittingauthorities.B.TheCityretainsauthorityforfurtherreview,modification,andapprovaloftheSiteEquipmentthroughouttheCity’spermitprocess.C.ThisLeaseshallbeexecutedafteranyright-of-way,and/orfranchiseagreementbutpriortoapplicationforanyothercitypermitsforwirelesscommunicationsfacilitiesplacement.D.AfullyexecutedLeasebetweentheCityandLessee,andanyrequiredpermitsarerequiredpriortoconstructionorinstallationoftheSiteEquipmentontheProperty.Page17of34NewOngularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) E.LesseeshallsubmitplansandspecificationsandstructuralanalysisoftheplannedinstallationfortheCity’sevaluationandapproval.F.LesseeexpresslyacknowledgesandagreesthattheCity’srightsunderthisLeasetoreview,commenton,disapproveand/oracceptdesigns,plans,specifications,workplans,construction,equipment,and/orinstallation,(i)existsolelyforthebenefitandprotectionoftheCityanditsemployeesandagents,(ii)donotcreateorimposeupontheCity,anditsemployeesandagentsanystandardordutyofcaretowardLessee,allofwhicharedisclaimed,(iii)maynotberelieduponbyLesseeindeterminingwhetherLesseehassatisfiedanyandallapplicablestandardsandrequirements,and(iv)maynotbeasserted,normaytheexerciseorfailuretoexerciseanysuchrightsbytheCityanditsemployeesandagents,beasserted,againsttheCityanditselectedofficials,officers,employees,agents,andvolunteersbyLesseeasadefense,legalorequitable,toLessee’sobligationtofulfillsuchstandardsandrequirements,notwithstandinganyacceptanceofworkbytheCityanditsemployeesandagents.35.Modifications:ThisinstrumentcontainsalltheagreementsandconditionsmadebetweenthePartiesandmaynotbemodifiedorallyorinanymannerotherthanbyanagreementinwritingsignedbytheParties.Nofailureonthepartofeitherpartytoenforceanycovenantorprovisionhereincontained,noranywaiverofanyrightunderthisLease,unlessinwriting,shalldischargeorinvalidatesuchcovenantorprovisionoraffecttherightoftheeitherpartytoenforcethesameintheeventofanysubsequentbreachordefault.36.Broker’sFeeBournesolelybyLessee:IfLesseeisrepresentedbyarealestatebrokerorotheragencyinthistransaction,Lesseeshallbefullyresponsibleforanyfeeduesuchbroker,andshallholdtheCityanditsemployeesandagents,harmlessfromanyclaimsforacommission.37.CooperationinExecutionofSubsequentDocuments:TheCityandLesseeagreetocooperateinexecutinganydocuments(notincludingaMemorandumofLease)necessarytoprotecttherightsgrantedbythisLeasetotheCityandLessee.38.Termination:A.Waiveroracceptancebythenon-defaultingpartyofanydefaultbythedefaultingpartyofthetermsofthisLeaseshallnotoperateasareleaseofthedefaultingparty’sresponsibilityforanypriororsubsequentdefault.B.TheCityshallhavetherighttoterminatethisLeaseimmediately,uponwrittennotice,ifareceiverisappointedtotakepossessionofLessee’sassets,Lesseemakesageneralassignmentforthebenefitofcreditors,orLesseebecomesinsolventortakesactionundertheBankruptcyAct.Page18of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) C.TheCityshallhavetherighttoterminatethisLease,uponthirty(30)calendardays’writtennoticetoLessee,withoutpenaltyorfurtherliabilitytoCity,upontheoccurrenceofanyofthefollowingevents:1.TheCitydeterminesthatLessee’sexerciseofitsrightsunderthisLeaseinterfereswiththeCity’suseofthePropertyand/orthestructuresonthePropertyforthelawfulmunicipalpurposesforwhichtheCityownsandadministerssuchstructures/site.2.TheCitydeterminesthatLessee’sexerciseofitsrightsunderthisLeaseinterfereswiththeuseofthePropertybyagovernmentalagencywithwhichtheCityhasanagreementtoprovideservicestotheCity,e.g.ValleyCommunications(911).CitywillnotexercisethisrightuntilitprovidesnoticeofinterferenceandprovidesLesseewiththeopportunitytocuresuchinterferencepursuanttothetermssetforthinParagraph10above.3.LesseedefaultsintheperformanceofanymaterialtermorprovisionofthisLeasethatisnotcuredwithinthirty(30)daysfollowingreceiptofwrittennoticeofsuchdefault.Ifanon-monetarydefaultcannotreasonablybecuredwithina30-dayperiod,thisAgreementmaynotbeterminatedifLesseecommencesactiontocurethedefaultwithinthe30-dayperiodandproceedswithduediligencetofullycurethedefault.4.ThePropertyisdestroyedordamagedsoastosubstantiallyandadverselyaffecttheeffectiveusebyLesseeforLessee’sequipment,subjecttotheLessee’sdetermination(withinten(10)calendardays)ofwhethertheequipmentcanberestoredorrebuilt.Lesseeshallhavetheoptionofinstallingatemporaryfacilitywhiletheabovedeterminationismade.SuchfacilityshallbesubjecttopriorreviewbytheCityandshallconformtoallcodes,facilityreview,andLawsimposedbyanyregulatoryagencywithjurisdictioninthematter.Paymentofthemonthlyrentshallcontinuethroughouttheevaluationandtemporaryinstallationperiod.D.LesseemayterminatethisLeaseuponthirty(30)calendarday’swrittennoticetotheCity,withoutpenaltyorfurtherliabilitytoCity,withoutpenaltyoffurtherliabilityasfollows:1.Theapprovalorconsentofanygovernmentalauthoritynecessaryfortheconstructionand/oroperationoftheSiteEquipmentiswithheld,revokedorterminated,orLesseedetermines,initssolediscretion,thatthecostofobtainingorretainingsuchapprovaliscostprohibitive;or2.LesseeatanytimedeterminesinitssolediscretionthatitdesirestodiscontinueuseofLessee’sEquipmentFacilityAreaforanyreason;or3.TheCitydefaultsintheperformanceofanymaterialtermorprovisionofthisLeasethatisnotcuredwithinthirty(30)daysfollowingreceiptofwrittennoticeofsuchdefault.Ifanon-monetarydefaultcannotreasonablybecuredwithina30-dayperiod,thisAgreementmaynotbeterminatedifCitycommencesPage19of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) actiontocurethedefaultwithinthe30-dayperiodandproceedswithduediligencetofullycurethedefault.E.Eitherpartymayterminatethisleasewith180days’writtennoticetotheotherpartywithoutcauseandforanyreason.F.Uponterminationunderparagraph38,neitherpartywilloweanyfurtherobligationtotheotherpartyprovidedthatLesseeisnotinarrearsinmakingitsMonthlyRentpayments;providedhoweverthatLesseeshallremoveitsSiteEquipmentandrestorethesite,andprovidedthat,ifLesseeterminatesthisLeasepursuanttoParagraph38.D.2.,LesseeshallpaytheCityasumequaltosix(6)months’rentastheCity’ssoleremedyforsuchtermination;andprovidediftheCityterminatesthisLeasepursuanttoParagraph38.C.1orC.2,E,theCitymay,atLessee’soption,attempttofindalternativesitesonothercitypropertyinordertoallowLesseetocontinuetoprovideservicewithintheCity.39.Non-applicabilityofRelocationBenefits:LesseeacknowledgesthatthesigningofthisLeasedoesnotentitletheLesseetoassistanceunderRCW8.26(RelocationAssistance—RealPropertyAcquisitionPolicy).40.RemovalofSiteEquipmentuponTerminationofLease:UpontheexpirationoftheTermofthisLeaseorupontheterminationofthisLeasepursuanttoParagraph38,LesseeshallremovealltheSiteEquipmentfromLessee’sEquipmentFacilityAreaunlessotherwiseagreedbytheParties;providedthat,attheCity’ssoleoption,suchSiteEquipmentshallbecomethepropertyoftheCity.41.Titles:ThetitlestosectionsandparagraphsofthisLeaseareforconvenienceonlyandshallhavenoeffectontheconstructionorinterpretationofanysectionorparagraph.42.NoticesandEmergencyContactInformation:A.ExceptasotherwisedesignatedinthisLease,allnoticesmustbeinwritingandshallbedeemedvalidgivenifsentbycertifiedmail,return-receiptrequested,orovernightdelivery,addressedasfollowsorasotherwisespecifiedbytheCityduringthedurationofthisLease:Lessor:CityofRentonFacilitiesDivision—PublicWorksRE:LAG--___1055SouthGradyWayRenton,Washington98057Attn:FacilitiesDirectorWithacopyto:CityofRentonCityClerkPage20of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) RE:LAG--___1055SouthGradyWayRenton,Washington98057Lessee:NewCingularWirelessPCS,LLCAttn:NetworkRealEstateAdministrationCellSite#:SD2357CellSiteName:TiffanyPark!RollingHills(WA)FixedAsset#105768251025LenoxParkBlvdNE,ThirdFloorAtlanta,Georgia30319Withacopyto:(Ifapplicable)NewCingularWirelessPCS,LLCAttn:LegalDept—NetworkOperationsCellSite:SD2357TiffanyPark(WAFixedAsset#:105768252085.AkardStreetDallas,TX75202-4206B.EmergencyContactinformation:ThisinformationistobekeptuptodatebythepartiesforEmergencyuseandnotforofficialnotice:Lessor:CityofRentonName:GeorgeStahl—WaterMaintenanceManagerAddress:3555NE2ndStreetRentonWA98056PhoneNumber:OnCallNumber425-766-3838425-430-7400(office)425-766-6180(cell)Email:Gstahl@rentonwa.govLessee:NewCingularWirelessPCS,LLCName:—NetworkOperationsCenter_Address:1025LenoxParkBlvdNE,ThirdFloorAtlanta,Georgia30319PhoneNumber:OnCallNumber(800)-832-6662Email:dleastRRC@att.com(EmergencyDistributionList)43.CompleteAgreement:ThisLeaseandanyattachedexhibitsconstitutetheentireagreementbetweentheCityandLessee;nopriorwrittenorprior,contemporaneousorsubsequentoralpromisesorPage21of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) representationsshallbebindingexceptthatanysubsequentlyadoptedcitypoliciesandproceduresfortelecommunications/communicationsleaseagreementsandfinalpermitsshallbebindingontheParties.44.AmendmentsExceptasotherwisebeprovided,thisLeaseshallnotbeamendedorchangedexceptbywritteninstrumentsignedbybothParties.45.ExecutedinCounterparts:ThisLeasemaybeexecutedinanynumberofcounterparts,eachofwhichshallbeanoriginal,butallofwhichtogethershallconstitutebutoneinstrument.46.GovernedbyLawsofStateofWashington;InvalidityofProvisions:ThisLeaseshallbegovernedbythelawsoftheStateofWashington.IfanytermorprovisionofthisLease,orapplicationthereofshalltoanyextentbeinvalidorunenforceable,theremainderofthisLeaseshallnotbeaffectedthereby,butshallbevalidandenforcedtothefullestextentpermittedbylaw.47.JurisdictionandVenue:AnylawsuitorlegalactionbroughtbyanypartytoenforceorinterpretthisAgreementoranyofitstermsorcovenantsshallbebroughtintheKingCountySuperiorCourtfortheStateofWashingtonattheMalengRegionalJusticeCenterinKent,Washington.48.BindingonSuccessors:ThisLeaseshallbebindinguponandinuretothebenefitsoftheParties’heirs,executors,administrators,successorsandassigns,subjecttotheconditionssetforthinParagraph18herein.49.FailuretoInsistuponStrictPerformance:ThefailureofeitherpartytoinsistuponstrictperformanceofanyofthetermsorconditionsofthisLeaseshallnotconstituteawaiver.INWITNESSWHEREOF,thePartieshaveenteredintothisAgreementeffectiveasofthedatelastwrittenabove.***SIGNATUfflSONFOLLOWINGPAGE***Page22of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) CITYOFRENTONName:ArmondoPavoneTitle:MayorDate:Attest:JasonSeth,CityClerkApprovedastoform:ShaneMoloney,CityAttorneyCIb060722(2082)LESSEE:NewCingularWirelessPCS,LLCADelawarelimitedliabilitycompanyBy:AT&TMobiIioration,Title:___________________________________Date:___________________Page23of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) CityofRentonTitle:______________________STATEOFWASHINGTON)SSCOUNTYOFOnthis_______dayof_____________________,20,beforeme,theundersigned,aNotaryPublicinandfortheStateofWashington,dulycommissionedandsworn,personallyappearedArmondoPavonetomeknowntobetheMayorofRentonandacknowledgedthesaidinstrumenttobethefreeandvoluntaryactanddeedofsaidfortheusesandpurposesthereinmentioned,andonoathstatedthathewasauthorizedtoexecutesaidinstrumentonbehalfofsaidINWITNESSWHEREOFIhavehereuntosetmyhandandofficialsealthedayandyearfirstabovewritten.(SignatureofNotary)(PrintorstampnameofNotary)NOTARYPUBLICinandfortheStateofWashington,residingat______________MyAppointmentExpires:____________Page24of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) Name:NewCingularWirelessPCS,LLCTitle:_________________________STATEOFOREGON55COUNTYOFWASHINGTONOnthis______dayof__________________,202-beforeme,theundersigned,aNotaryPublicinandforthetateofWashington,dulycommissionedandsworn,personallyappearedWayneWootentomeknowntobetheDirectorofNewCingularWirelessPCS,LLCJandacknowledgedthesaidinstrumenttobethefreeandvoluntaryactanddeedofsaidDirector.,WayneWooten,fortheusesandpurposesthereinmentioned,andonoathstatedthats/hewasauthorizedtoexecutesaidinstrumentonbehalfofsaidNewCingularWirelessPCS,LLaAUMobilityCorporationcompanyINWITNESSWHEREOFIhavehereuntosetmyhandandofficialsealthedayandyearfirstabovewritten._________________________________(SigatureofNotary)(PrintorstampnameofNotary)MYCOMMISSIONFXPIFIESMAY16203NOTARYPUBLICinandfortheStateofOregon,residingatTualatin,ORMyAppointmentExpires:5/16/2023Page25of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) EXHIBITS•EXHIBITA—LEGALDESCRIPTIONOFROLLINGHILLSRESERVOIRSITEPROPERTY.•EXHIBITB—LESSEE’SEQUIPMENTFACILITYAREA•EXHIBITC—NON-EXCLUSIVEACCESSRIGHTSTOPROPERTYDESCRIPTION•EXHIBITD—LESSEE’SSITEEQUIPMENT•EXHIBITE—LEASEHOLDEXCISETAXEXEMPTIONIFAPPLICABLE•EXHIBITF—PERFORMANCEBOND•EXHIBITG—INSURANCECERTIFICATEPageZ6of34NewCingularWireless(AT&T)RollingHillsCellLeaseAGENDA ITEM #6. j) EXHIBIT“A”LEGALDESCRIPTIONCITYOFRENTONROLLINGHILLSRESERVOIRSITEBEG646.62FTSOFNECOROFSE1/4THN88-09-22W00FTTHS46-50-38W766.92FTTHN43-09-22W561.35FTTOSELYMGNPUGETDRIVETHNELYALGSDMGNTOELNOFSDSUBDTHSALGSDELN280.88FTTOPOBSITUATEINTHECITYOFRENTON,COUNTYOFKING,STATEOFWASHINGTONKINGCOUNTYASSESSOR’STAXPARCELNO.202305-9109FormWirelessLeaseAgreement—ExhibitA27of34AGENDA ITEM #6. j) EXHIBITBLessee’sEquipmentFacilityAreaSITEMAPI—-————_____————VFormWirelessLeaseAgreement—ExhibitB28of34AGENDA ITEM #6. j) EXHIBIT“C”Non-ExclusiveAccessRightsDescriptionCITYOFRENTONROLLINGHILLSSITEIngeneral:TheaccesstotheAT&TMobilitygroundequipmentpad(10x15)willrequireaccessintotheCity’sreservoirsitethroughagatedandlockeddrivewayalongPugetDriveSE.Toaccesstheequipmentpadandtheantennas,AT&TMobilityauthorizedpersonnelmustcontacttheCity’sWaterMaintenanceDepartmentat425.430.7400duringnormalbusinesshoursandonweekdays.CitypersonnelwillopenthegateforAT&TMobilitytoaccesstotheequipmentpadandwillprovideaccesstothereservoirladder.Pleasenotethereisnoworkallowedonthereservoirduringnon-businesshoursandweekendsandholidays,unlessthereisanemergency.Inanemergency,AT&TMobilitywillhavetocall911andaskthattheCityofRentonWaterUtility’son-callpersonnelrespondtotheemergencyinordertoprovideaccesstothereservoirladder.FormWire’essLeaseAgreement—ExhibitC29of34AGENDA ITEM #6. j) EXHIBITDLESSEE’SSITEEQUIPMENTWaterTankMountedEquipmentItemDescriptionMakeModelQuantityAntennaCeilMaxCMA-UBTULBULBHH-6517-17-21-216AntennaNokiaAEQK3AntennaNokiaAEQU3RemoteRadioHeadAirScaleTnRRH4T4RB12/14/29370W3AHLBBARemoteRadioHeadAirScaleDualRRH4T4RB25/66320WAHFIB3RemoteRadioHeadAirScaleRRH4T4RB5160WAHCA3RemoteRadioHeadAirScaleRRH4T4RB30100WAHNA3RemoteRadioHeadAirScaIeIntegratedwithinAirscaleMAA364T64R192AEAEQKRemoteRadioHeadAirScaleIIntegratedwithinAirscaleMAA364T64R192AEAEQUSurgeSuppressorRaycapDC9-48-60-24-PC16-EV3FiberTrunk3DCCableTrunk9GroundEquipmentItemDescriptionMakeModelQuantityShelter(WIC)Delta2-BayWUC1GeneratorKohler30kWDiesel1SurgeSuppressorRaycapDCI2-48-60-0-25E2Batteries8GroundingFormWreIessLeaseAgreement—Exhibit30of34AGENDA ITEM #6. j) EXHIBITELEASEHOLDEXCISETAXEXEMPTIONIFAPPLICABLENewCingularWirelessagreestopayLeaseholdExciseTaxdirectlytotheStateofWashingtonandnotthroughtheCity.NotApplicable.EcrrrVrekssLasArieiieit--F31of34AGENDA ITEM #6. j)  BONDTOTHECITYOFRENTON CITYOFRENTONROLLINGHILLSRESERVOIRSITE  KNOWALLMENBYTHESEPRESENTS: Thatwe,theundersigned__________________________________________,asprincipal,and __________________________________________,corporationorganizedandexistingunder thelawsoftheStateof_______________asasuretycorporation,andqualifiedunderthelaws oftheStateofWashingtontobecomesuretyuponbondsofcontractorswithmunicipal corporations,assuretyarejointlyandseverallyheldandfirmlyboundtotheCityofRentonin thepenalsumofThirtyThousandandNo/100Dollars($30,000.00)forthepaymentofwhich sumondemandwebindourselvesandoursuccessors,heirs,administratorsorperson representatives,asthecasemaybe.  ThisobligationisenteredintopursuanttothestatutesoftheStateofWashington,the OrdinanceoftheCityofRenton. Datedat______________,Washington,this_____dayof_________________,20_____. Nevertheless,theconditionsoftheaboveobligationaresuchthat: WHEREAS,underandpursuanttoLeaseAgreementLAGͲ________________.The principal/lesseeisrequiredtofinishabondforprovidingforconstruction,maintenanceand removaloftelecommunicationsfacilitylocatedat11500PugetDriveSE,Renton,Washington, commonlyreferredtoasRollingHillsReservoirsite  NOW,THEREFORE,thisPerformanceandPaymentBondshallbesatisfiedandreleasedonly upontheconditionthatPrincipal: x Faithfullyperformsallprovisionsofthelease,includingbutnotlimitedtoconstruction, maintenanceandremovaloftelecommunicationsequipmentandfacilitiesandchangesto suchequipmentandfacilitiesauthorizedbyOwnerinthemannerandwithinthetime specifiedasmaybeextendedunderthelease; x IndemnifiesandholdsOwner,itsofficers,andagentsharmlessfromandagainstallclaims, liabilities,causesofaction,damages,andcostsforsuchpaymentsforlabor,equipment,and materialsbysatisfyingallclaimsanddemandsincurredunderthelease,andreimbursing andpayingOwnerallexpensesthatOwnermayincurinmakinggoodanydefaultby Principal.  Nochange,extensionoftime,alteration,oradditiontothetermsoftheleaseortotheWorkto beperformedundertheleaseshallinanywayaffectSurety'sobligationonthePerformance Bond.Suretyherebywaivesnoticeofanychange,extensionoftime,alteration,oradditionto thetermsoftheContractortheWork.  ThisContractBondshallbegovernedandconstruedbythelawsoftheStateofWashington, andvenueshallbeinKingCounty,Washington. Bond No. SU1182021 Wayne XXXXXXXXXX Pennsylvania 24th June 22 Missouri ARCH INSURANCE COMPANY NEW CINGULAR WIRELESS PCS, LLC EXHIBIT F PERFORMANCE BOND AGENDA ITEM #6. j) SU __________________ AICPOA040120 Printed in U.S.A. Regan A. Shulman, Secretary Stephen C. Ruschak, Executive Vice PresidentRegan A. Shulman, Secretary This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Not valid for Note, Loan, Letter of Credit, Currency Rate, Interest Rate or Residential Value Guarantees. POWER OF ATTORNEY Know All Persons By These Presents: That the Arch Insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal administrative office in Jersey City, New Jersey (hereinafter referred to as the "Company") does hereby appoint: David A. Johnson, David C. Rosenberg, Denise M. Bruno, Elizabeth P. Cervini, Harry C. Rosenberg, James M DiSciullo, John E. Rosenberg, Jonathan F. Black, Joyce M. Houghton, Julia R. Burnet, Matthew J. Rosenberg, Melissa J. Hinde and Stephanie S. Helmig of Wayne, PA (EACH) its true and lawful Attorney(s)in-Fact, to make, execute, seal, and deliver from the date of issuance of this power for and on its behalf as surety, and as its act and deed: Any and all bonds, undertakings, recognizances and other surety obligations, in the penal sum not exceeding Ninety Million Dollars (90,000,000.00). This authority does not permit the same obligation to be split into two or more bonds In order to bring each such bond within the dollar limit of authority as set forth herein. The execution of such bonds, undertakings, recognizances and other surety obligations in pursuance of these presents shall be as binding upon the said Company as fully and amply to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal administrative office in Jersey City, New Jersey. This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on December 11, 2020, true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect: "VOTED, That the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business Division, or their appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys-in-fact, and to authorize them subject to the limitations set forth in their respective powers of attorney, to execute on behalf of the Company, and attach the seal of the Company thereto, bonds, undertakings, recognizances and other surety obligations obligatory in the nature thereof, and any such officers of the Company may appoint agents for acceptance of process.” This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of the Board of Directors of the Company on December 11, 2020: VOTED, That the signature of the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business Division, or their appointees designated in writing and filed with the Secretary, and the signature of the Secretary, the seal of the Company, and certifications by the Secretary, may be affixed by facsimile on any power of attorney or bond executed pursuant to the resolution adopted by the Board of Directors on December 11, 2020, and any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the Company. In Testimony Whereof, the Company has caused this instrument to be signed and its corporate seal to be affixed by their authorized officers, this 5th day of August, 2021 Attested and Certified Arch Insurance Company STATE OF PENNSYLVANIA SS COUNTY OF PHILADELPHIA SS I, Michele Tripodi, a Notary Public, do hereby certify that Regan A. Shulman and Stephen C. Ruschak personally known to me to be the same persons whose names are respectively as Secretary and Executive Vice President of the Arch Insurance Company, a Corporation organized and existing under the laws of the State of Missouri, subscribed to the foregoing instrument, appeared before me this day in person and severally acknowledged that they being thereunto duly authorized signed, sealed with the corporate seal and delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary acts for the uses and purposes therein set forth. CERTIFICATION I, Regan A. Shulman , Secretary of the Arch Insurance Company, do hereby certify that the attached Power of Attorney dated August 5 , 2021 on behalf of the person(s) as listed above is a true and correct copy and that the same has been in full force and effect since the date thereof and is in full force and effect on the date of this certificate; and I do further certify that the said Stephen C. Ruschak, who executed the Power of Attorney as Executive Vice President, was on the date of execution of the attached Power of Attorney the duly elected Executive Vice President of the Arch Insurance Company. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the Arch Insurance Company on this ___ day of __________, 20_____. This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein and they have no authority to bind the Company except in the manner and to the extent herein stated. PLEASE SEND ALL CLAIM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS: Arch Insurance –Surety Division 3 Parkway, Suite 1500 Philadelphia, PA 19102 To verify the authenticity of this Power of Attorney, please contact Arch Insurance Company at SuretyAuthentic@archinsurance.com Please refer to the above named Attorney-in-Fact and the details of the bond to which the power is attached. Michele Tripodi, Notary Public My commission expires 07/31/2025 1182021 22 24th June AGENDA ITEM #6. j) AGENDA ITEM #6. j) EXHIBITGINSURANCECERTIFICATEFormNreessLeaseAproemont—34of34AGENDA ITEM #6. j) cl361f 1,000,000 MWZY 313636 21 CHI-010057473-01 X Dallas, TX 75202 Att.CertRequest@marsh.com 10,000,000 1,000,000 X primary with respect to the interest of the Additional Insured and any other insurance maintained by Additional Insured is excess and non-contributory with this insurance. 04/19/2022 N 06/01/2021 Re: SD2357 Tiffany Park, FA 10576825, PTN: 3801AOYAXY - Collocation on the City of Renton's Water Tower - Rolling Hills located at 11500 Puget Drive SE, Renton, WA 98055. X 105 South Grady Way, Renton, WA 98057 City of Renton City of Renton is/are included as Additional Insured under the General Liability policy but only with respect to the requirements of the contract between the Certificate Holder and the Insured. This insurance is A CN103150778-GAW-CRT-21-22 N/A 1,000,000 24147 1,000,000 N 800 Market Street, Suite 1800 Marsh USA, Inc. St. Louis, MO 63101 One AT&T Plaza New Cingular Wireless PCS, LLC Room 1820 208 South Akard Attn: Jeffrey Minisci N Marsh | U.S. Operations 06/01/2022 866-966-4664 Old Republic Insurance Company AGENDA ITEM #6. j) AB - 3160 City Council Regular Meeting - 12 Sep 2022 SUBJECT/TITLE: Change Order No. 32 to CAG-20-001 with Cascade Civil Construction, LLC for the Williams Avenue South and Wells Avenue South Conversion Project RECOMMENDED ACTION: Refer to Transportation (Aviation) Committee DEPARTMENT: Public Works Transportation Systems Division STAFF CONTACT: Bob Hanson, Transportation Design Manager EXT.: 7223 FISCAL IMPACT SUMMARY: The fiscal impact of Change Order No. 32 to CAG-20-001 with Cascade Civil Construction for the Williams Avenue South and Wells Avenue South Conversion project (TIP No. 20 -28) is $333,000.00. The full cost of this change order will be funded by the Transportation 317.122908 account. The Water, Wastewater and Surface Water Utilities will reimburse Fund 317 for their prorated share of the cost of Change Order No. 32, based upon each of the Utility’s portion of all project change order costs through an inter -fund transfer, after the project final progress payment is approved. Each of the Utility Fund accounts (425.455290, 426.465517, 427.475510) has sufficient funding for its share of Change Order No. 32, which is currently estimated to be $59,940 for the Water Utility, $116,550 for Wastewater Utility, and $36,630 for the Surface Water Utility. SUMMARY OF ACTION: The Williams Avenue South and Wells Avenue South Conversion project will change both roadways from one - way to two-way operations between South Grady Way and North 1st Street. The project includes four reconstructed intersections and utility upgrades. This Change Order compensates the contractor for additional traffic control costs and traffic control supervisor costs due to the extended duration of the project. The project duration has been extended 258 days due to underground utility conflicts, additional coordination with adjacent buildings, and revised curb/gutter/sidewalk elevations. The Water, Wastewater, and Surface Water Utilities share of Change Order No. 32 will be based upon the cost percentage of their share of all construction change order c osts for each utilities’ additional improvements that were included in the construction contract. These percentages are currently estimated at 18% for the Water Utility, 35% for the Wastewater Utility, and 11% for the Surface Water Utility, with the remaining 36% coming from the 317 Transportation Fund. EXHIBITS: A. Change Order No. 32 STAFF RECOMMENDATION: Authorize the Mayor and City Clerk to execute Change Order No. 32 to CAG-20-001 with Cascade Civil Construction, LLC for $333,000.00 for the Williams Avenue South and Wells Avenue South Conversion project (TIP No. 20-28). AGENDA ITEM #6. k) ContractTitle:Contractor:ContractNo.:FederalAidNo.ChangeOrderNo.32WilliamsAveSandWellsAveSConversionProjectCascadeCivilConstructionCAG-20-OO1HIPUL-STP9917fPIChangeOrderNo.ContractTitle:ContractNo.CityofRentonPublicWorksDateAdministrator!MayorOrderedbyEngineerLumpSumEProposedbytheContractor(VECP)E1BidItemLIUnilateralLIForceAccountAmountWorkingDaysOriginalContract:$7,733,422.80250CurrentContract:$9,315,322.96318EstimatedNetChangeThisOrder:$333,000.000NewContract:$9,648,322.96318P(PaBVJiResjJentEngineerDateReviewedBy:1&k*’EngineerofRecordDateReviewedBy:,/1/’%L2/;,.4.?c22CityofRentonProjectManagerDateReviewedBy:EngineerIyofRentonTransportationóateDesignManager)ConsentBy:Surety(Greaterthan25%costand/or20%Datetimeincrease)EndorsedBy:ContractorDateExecutedBy:CityAttorneyDate32CAG-20-001WilliamsAveSandWellsAveSConversionProjectPagelof4AGENDA ITEM #6. k) THECONTRACTISMODIFIEDASFOLLOWS:DescriptionofChange:Al32-149—ProjectTemporaryTrafficControlandTrafficControlSupervisorforExtensionsofTimethroughDecember31st,2021TheContractorisdirectedtoprovide“ProjectTemporaryTrafficControl”and“TrafficControlSupervisor”forthe19unworkabledaysandtheassociatedweekenddayswhichtookplacebetween4/13/2020and5/12/2021andthe258calendardayswhichtookplacebetween5/13/2021and12/31/2021.Thisperiodaccountsfortheextensionoftherequirementtoprovide“ProjectTemporaryTrafficControl”and“TrafficControlSupervisor”forextensionoftimethroughtheendof2021.ReasonforChange:Al32-149—ProjectTemporaryTrafficControlandTrafficControlSupervisorforExtensionsofTimethroughDecember31st,2021AspartofChangeOrders#1,#5,and#9workingdayswereaddedtotheContract.AdditionalworkingdayswillbeaddedtotheContractaspartofafutureChangeOrdertoaddresstheimpactsofotherexecutedChangeOrdersonwhichtimewasnotaddressed.ThisChangeOrderwaswrittentocreateanitemtoaddresstheaddedprojecttemporarytrafficcontrolcostsandtrafficcontrolsupervisorcostsincurredduetotheextendeddurationoftheprojectthroughtheendof2021.AffectsDBEWork:YesNoMaterials:None.Plans:None.EquitableAdjustment:ThisChangeOrderdoesincludeanequitableadjustmentperSection1-09.4ofthe2018WSDOT/APWAStandardSpecifications.Seeattached.ExtensionofTime:TheTimeforCompletionisextended0WorkingDays.Sections1-04.4and1-04.5ofthe2018WSDOT/APWAStandardSpecificationsshallgovernthisChangeOrder.TheWorkofthereferencedContractismodifiedtoincludethechangesdetailedherein.ThepaymentprovidedforhereinshallconstitutethecompleteandfinalChangeOrderNo.32ContractTitle:WilliamsAveSandWellsAveSConversionProjectContractNo.CAG-20-001Page2of4AGENDA ITEM #6. k) settlementforallcostsoflabor,equipment,materials,overhead,profit,permitfees,andallotherclaimsthatmaybemadebytheContractorasaresultofthischange.Attachments:FieldDirectiveEquitableAdjustmentDeterminationDeterminationofAdditionalWorkingDaysEngineer’sEstimateofChangeOrderCostEngineer’sCalculationofAdditionalWorkingDaysDContractor’sQuoteElPlansElProjectLaborListContractor’sEquipmentListincludingratesperAGC-WSDOTEquipmentRentalAgreementElSummaryofinvoicesforrentedequipmentElSummaryofinvoicesformaterialsChangeOrderNo.32ContractTitle:WilliamsAveSandWellsAveSConversionProjectContractNo.CAG-20-OO1Page3of4AGENDA ITEM #6. k) ProjectTemporaryTrafficControlandTrafficControlSupervisororExtensionsofTimethroughDecember31st,2021-Engineer’sEstimateofChangeOrderCostChangeOrderCost(EquitableAdjustment)ChangeOrderNo.32ProjectName:WilliamsAvenue$&WellsAvenueSConversionProjectContractor:CascadeCivilConstructionContractNo:CAG-20-001FederalAidNo:HIPUL-SIP9917(34)By:JordanHoweConstructionManager:PerteetDate:2/10/2022ItemNo.DescriptionQuantityUnitUnitPriceEstimatedCostBreakdownofLumpSumEstimateAl32-149Labor(TrafficControlSupervisor-ProratefromLumpSumBreakdown)258Day$27.78$7,166.64•Al32-149LaborMarkup29%$2,078.33Al32149Equipment(PCMS2EA)10608Hours$748$7934784Al32149Equipment(PCMS2EA)StandbyfromThanksgivingto12/31Hours$328$582528Al32149Equipment(RentalPCMSOperatingCosts1EA)504Hours$092$487968Al32149Equipment(RentalSequentialArrowSignOperatingCosts4EA)2476SHours$239$5919552Al32149Equipment(RentalSequentialArrowSignOperatingCosts4EA)12384Hours$069$854496Al32-143EquipmentMarkup21%$33,136.59Al32-149MaterialsEA$0.00Al32-149MaterialsMarkup21%$0.00Al32-149Services(RentalofReflectiveSigns-56EA“DoNotEnter’)258Day$154.14$39,768.12Al32-149Services(RentalofSignStands-56EA)258Day$77.07$19,884.06Al32149Services(RentalofTrafficDelineators150EA)258Day$792$204288Al32149Services(RentalofTemporaryPedestrianAccessRoute1700LF)258Day$11265$2906467Al32-149Services(RentalPCMS1EA)Demobilizedfrom11/2512/31221Day$3670$811070Al32-14.9Services(RentalofSequentialArrowSign2EA)Day$1652$852174A134A.9ServicesMarkup21%$2255236Al32J.4.9MobilizationEstimate$000A1$SubcontractorEstimate$000SubcontractorMarkup12%$000CALCULATEDTOTAL$33011936L49ESTIMATEDTOTAL$33300000BidItemChangeIIIITOTAL$0.00OverheadPerattacheddeterminationIIIByAgreement$000EstimatedChangeOrderCost$333,000.00SummaryofContractorsQuotes:ItemQuoteLocationQuotedCostAl32-149SL255$345,672.00TotalQuotedAddedCost:$345,672.00ChangeOrder#32-Page4of4IAGENDA ITEM #6. k) AB - 3161 City Council Regular Meeting - 12 Sep 2022 SUBJECT/TITLE: Change Order No. 35B to CAG-20-001 with Cascade Civil Construction, LLC for the Williams Avenue South and Wells Avenue South Conversion Project RECOMMENDED ACTION: Refer to Transportation (Aviation) Committee DEPARTMENT: Public Works Transportation Systems Division STAFF CONTACT: Bob Hanson, Transportation Design Manager EXT.: 7223 FISCAL IMPACT SUMMARY: The fiscal impact of Change Order No. 35B to CAG-20-001 with Cascade Civil Construction for the Williams Avenue South and Wells Avenue South Conversion project (TIP No. 20 -28) is $344,605.42. The full cost of this change order will be funded by the Transportation 317.122908 account, the Water Utility 425.4552 90 account, the Wastewater Utility 426.465517 account, and the Stormwater Utility 427.475510 account. The Water, Wastewater, and Surface Water Utilities will reimburse Fund 317 for their prorated share of the cost of Change Order No. 35B, based upon each of the Utility’s portion of all project change order costs through an interfund transfer, after the project final progress payment is approved. Each of the Utility Fund accounts (425.455290, 426.465517, 427.475510) has sufficient funding for their share o f Change Order No. 35B, which is currently estimated to be $62,029 for the Water Utility, $120,612 for Wastewater Utility, and $37,907 for the Surface Water Utility. SUMMARY OF ACTION: The Williams Avenue South and Wells Avenue South Conversion project changes both roadways from one -way to two-way operation between South Grady Way and North 1st Street. The project includes four reconstructed intersections and utility upgrades. This Change Order compensates the contractor for additional extended overhead due to the extended duration of the project. The project duration has been extended 78 working days due to lost productivity because of underground utility conflicts, additional coordination with adjacent buildings, and revised curb/gutter/sidewalk elevations. The Water, Wastewater, and Surface Water Utilities share of Change Order No. 35B will be based upon the cost percentage of their share of all construction change order costs fo r each utilities’ additional improvements that were included in the construction contract. These percentages are currently estimated at 18% for the Water Utility, 35% for the Wastewater Utility, and 11% for the Surface Water Utility, the remaining 36% is funded by the Transportation 317 account EXHIBITS: A. Change Order No. 35B STAFF RECOMMENDATION: AGENDA ITEM #6. l) Authorize the Mayor and City Clerk to execute Change Order No. 35B to CAG-20-001 with Cascade Civil Construction, LLC for $344,605.42 for the Williams Avenue South and Wells Avenue South Conversion project (TIP No. 20-28). 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ĚƵĞƚŽŵŽƐƚůLJĞdžŝƐƚŝŶŐƵƚŝůŝƚŝĞƐ͘ƐƉĂƌƚŽĨƉƌĞǀŝŽƵƐŚĂŶŐĞKƌĚĞƌƐ͕ŝƚǁĂƐĂŐƌĞĞĚƚŚĂƚƚŚĞ ĐŽŵƉĞŶƐĂƚŝŽŶĨŽƌŽǀĞƌŚĞĂĚƌĞůĂƚĞĚƚŽƐĐŚĞĚƵůĞĞdžƚĞŶƐŝŽŶĚƵĞƚŽŝŶĞĨĨŝĐŝĞŶĐŝĞƐǁŽƵůĚďĞ ĚĞĨĞƌƌĞĚƵŶƚŝůĂĨƵƚƵƌĞĚĂƚĞǁŚĞŶĂŶƵƉĚĂƚĞĚĐƌŝƚŝĐĂůƉĂƚŚƐĐŚĞĚƵůĞƐŚŽǁŝŶŐƚŚĞĚŝƌĞĐƚĂŶĚ ŝŶĚŝƌĞĐƚŝŵƉĂĐƚŽĨĂůůĐŚĂŶŐĞŽƌĚĞƌƐƚŽƚŚĞƉƌŽũĞĐƚ͛ƐƌŝƚŝĐĂůWĂƚŚƐĐŚĞĚƵůĞŝƐƐƵďŵŝƚƚĞĚĂŶĚ ĂƉƉƌŽǀĞĚ͘  dŚŝƐŚĂŶŐĞKƌĚĞƌĐƌĞĂƚĞƐĂŶŝƚĞŵƚŽĐŽŵƉĞŶƐĂƚĞƚŚĞŽŶƚƌĂĐƚŽƌĨŽƌĞdžƚĞŶĚĞĚŽǀĞƌŚĞĂĚĐŽƐƚƐ ƌĞůĂƚĞĚƚŽƚŚĞƚŽƚĂůŽĨϳϴǁŽƌŬŝŶŐĚĂLJƐĂĚĚĞĚƚŽƚŚĞŽŶƚƌĂĐƚĚƵĞƚŽŝƚLJͲŝƌĞĐƚĞĚĐŚĂŶŐĞƐ͛ ŝŶĚŝƌĞĐƚĐƵŵƵůĂƚŝǀĞƐĐŚĞĚƵůĞŝŵƉĂĐƚĚƵĞƚŽŝŶĞĨĨŝĐŝĞŶĐŝĞƐŽŶǁŽƌŬĨůŽǁĂŶĚƉƌŽĚƵĐƚŝǀŝƚLJŽĨ ŝŶĚŝǀŝĚƵĂůĐŚĂŶŐĞŽƌĚĞƌƐ͛ŝŶĚŝƌĞĐƚŝŵƉĂĐƚƚŽƚŚĞƐĐŚĞĚƵůĞĂƐƐƵŵŵĂƌŝnjĞĚďĞůŽǁ͘  K ĂLJƐ  K ĂLJƐ  K ĂLJƐ  K ĂLJƐ  K ĂLJƐ  K ĂLJƐ ηϮ ϭ͘Ϭηϭϭ ϲ͘ϱηϮϬ ϭ͘ϱηϮϰ Ϯ͘ϱηϮϵ ϯ͘ϱηϯϰ ϭ͘ϱ ηϯ Ϭ͘ϱηϭϮ ϰ͘ϱηϮϭ ϳ͘ϱηϮϱ ϲ͘ϬηϯϬ Ϭ͘ϱηϯϲ ϯ͘Ϭ ηϰ ϭ͘ϱηϭϰ ϯ͘ϬηϮϮ ϭ͘ϬηϮϲ ϭ͘ϱηϯϭ Ϭ͘ϱηϯϳ ϳ͘ϱ ηϲ ϭϳ͘Ϭ  ηϭϱ ϭ͘Ϭ  ηϮϯ ϰ͘Ϭ  ηϮϴ ϭ͘Ϭ  ηϯϯ ϭ͘ϱ ϳϴ͘Ϭ  ZĞĂƐŽŶĨŽƌŚĂŶŐĞ͗ ϭϯϱͲϭϱϮʹƋƵŝƚĂďůĞĚũƵƐƚŵĞŶƚĨŽƌdžƚĞŶĚĞĚKǀĞƌŚĞĂĚĨŽƌĚĚĞĚtŽƌŬŝŶŐĂLJƐ  ϳϴǁŽƌŬŝŶŐĚĂLJƐǁĞƌĞĂĚĚĞĚƚŽƚŚĞŽŶƚƌĂĐƚƚŽĂĐĐŽƵŶƚĨŽƌůŽƐƚƉƌŽĚƵĐƚŝǀŝƚLJĐĂƵƐĞĚďLJŚĂŶŐĞ KƌĚĞƌƐηϮ͕ηϯ͕ηϰ͕ηϲ͕ηϭϭ͕ηϭϮ͕ηϭϰ͕ηϭϱ͕ηϮϬ͕ηϮϭ͕ηϮϮ͕ηϮϯ͕ηϮϰ͕ηϮϱ͕ηϮϲ͕ηϮϴ͕ ηϮϵ͕ηϯϬ͕ηϯϭ͕ηϯϯ͕ηϯϰ͕ĂŶĚƚŚĞŽƚŚĞƌƌĞŵĂŝŶŝŶŐĐŚĂŶŐĞŽƌĚĞƌƐĨŽƌƚŚĞǁŽƌŬƚŚƌŽƵŐŚ ƐƵďƐƚĂŶƚŝĂůĐŽŵƉůĞƚŝŽŶŽĨƚŚĞƉƌŽũĞĐƚ͘ AGENDA ITEM #6. l) ŚĂŶŐĞKƌĚĞƌEŽ͘ ϯϱ  ŽŶƚƌĂĐƚdŝƚůĞ͗ tŝůůŝĂŵƐǀĞ^ĂŶĚtĞůůƐǀĞ^ŽŶǀĞƌƐŝŽŶWƌŽũĞĐƚ  ŽŶƚƌĂĐƚEŽ͘ 'ͲϮϬͲϬϬϭ  WĂŐĞϯŽĨϭϬ  ůůŽĨƚŚĞĂďŽǀĞůŝƐƚĞĚĐŚĂŶŐĞŽƌĚĞƌƐǁĞƌĞƉĂŝĚďLJĨŽƌĐĞĂĐĐŽƵŶƚ͘ůůĐŽƐƚƐ͕ŝŶĐůƵĚŝŶŐŽǀĞƌŚĞĂĚ͕ ĨŽƌƚŚĞĨŽƌĐĞĂĐĐŽƵŶƚǁŽƌŬǁĞƌĞƉĂŝĚĨŽƌŝŶƚŚĞŝŶĚŝǀŝĚƵĂůĐŚĂŶŐĞŽƌĚĞƌƐ͘,ŽǁĞǀĞƌ͕ƚŚŽƐĞ ĐŚĂŶŐĞŽƌĚĞƌƐƌĞƐƵůƚĞĚŝŶƌĞĚƵĐĞĚƉƌŽĚƵĐƚŝǀŝƚLJƚŚĂƚĞdžƚĞŶĚĞĚũŽďƐŝƚĞŽǀĞƌŚĞĂĚĐŽƐƚƐ͘dŚĞ ĞdžƚĞŶĚĞĚŽǀĞƌŚĞĂĚĐĂƵƐĞĚŝƐůŝƐƚĞĚŽŶƚŚĞĂƚƚĂĐŚĞĚƚĂďƵůĂƚŝŽŶ͘ĚĞƚĂŝůĞĚĐƌŝƚŝĐĂůƉĂƚŚ ƐĐŚĞĚƵůĞ͕ƉƌĞƉĂƌĞĚďLJƚŚĞĐŽŶƚƌĂĐƚŽƌ͕ŝƐĂƚƚĂĐŚĞĚƚŽŐĞƚŚĞƌǁŝƚŚĂƐŝŵƉůŝĨŝĞĚƐĐŚĞĚƵůĞƐŚŽǁŝŶŐ ĨŽƵƌƚĞĞŶĐƌŝƚŝĐĂůƉĂƚŚĞůĞŵĞŶƚƐ͘/ŶƚĞƌƌƵƉƚŝŽŶƐƚŚĂƚŽĐĐƵƌƌĞĚƚŚƌŽƵŐŚŽƵƚƚŚĞϵϰǁĞĞŬƐŽĨƚŚĞ ƐŝŵƉůŝĨŝĞĚƐĐŚĞĚƵůĞƌĞƐƵůƚĞĚŝŶĂƚŽƚĂůŽĨϳϴĚĂLJƐŽĨĞdžƚĞŶĚĞĚƚŝŵĞ͘  ĨĨĞĐƚƐtŽƌŬ͗܆܆zĞƐ܈EŽ  DĂƚĞƌŝĂůƐ͗ EŽŶĞ͘  WůĂŶƐ͗ EŽŶĞ͘  ƋƵŝƚĂďůĞĚũƵƐƚŵĞŶƚ͗ dŚŝƐŚĂŶŐĞKƌĚĞƌĚŽĞƐŝŶĐůƵĚĞĂŶĞƋƵŝƚĂďůĞĂĚũƵƐƚŵĞŶƚƉĞƌ^ĞĐƚŝŽŶϭͲϬϵ͘ϰŽĨƚŚĞϮϬϭϴ t^KdͬWt^ƚĂŶĚĂƌĚ^ƉĞĐŝĨŝĐĂƚŝŽŶƐ͘^ĞĞĂƚƚĂĐŚĞĚ͘  džƚĞŶƐŝŽŶŽĨdŝŵĞ͗ dŚĞdŝŵĞĨŽƌŽŵƉůĞƚŝŽŶŝƐĞdžƚĞŶĚĞĚͺͺϳϴͺͺtŽƌŬŝŶŐĂLJƐ͘  ^ĞĐƚŝŽŶƐϭͲϬϰ͘ϰĂŶĚϭͲϬϰ͘ϱŽĨƚŚĞϮϬϭϴt^KdͬWt^ƚĂŶĚĂƌĚ^ƉĞĐŝĨŝĐĂƚŝŽŶƐƐŚĂůůŐŽǀĞƌŶ ƚŚŝƐŚĂŶŐĞKƌĚĞƌ͘dŚĞtŽƌŬŽĨƚŚĞƌĞĨĞƌĞŶĐĞĚŽŶƚƌĂĐƚŝƐŵŽĚŝĨŝĞĚƚŽŝŶĐůƵĚĞƚŚĞĐŚĂŶŐĞƐ ĚĞƚĂŝůĞĚŚĞƌĞŝŶ͘dŚĞƉĂLJŵĞŶƚƉƌŽǀŝĚĞĚĨŽƌŚĞƌĞŝŶƐŚĂůůĐŽŶƐƚŝƚƵƚĞƚŚĞĐŽŵƉůĞƚĞĂŶĚĨŝŶĂů ƐĞƚƚůĞŵĞŶƚĨŽƌĂůůĐŽƐƚƐŽĨůĂďŽƌ͕ĞƋƵŝƉŵĞŶƚ͕ŵĂƚĞƌŝĂůƐ͕ŽǀĞƌŚĞĂĚ͕ƉƌŽĨŝƚ͕ƉĞƌŵŝƚĨĞĞƐ͕ĂŶĚĂůů ŽƚŚĞƌĐůĂŝŵƐƚŚĂƚŵĂLJďĞŵĂĚĞďLJƚŚĞŽŶƚƌĂĐƚŽƌĂƐĂƌĞƐƵůƚŽĨƚŚŝƐĐŚĂŶŐĞ͘  ƚƚĂĐŚŵĞŶƚƐ͗ ܆&ŝĞůĚŝƌĞĐƚŝǀĞ ܆ƋƵŝƚĂďůĞĚũƵƐƚŵĞŶƚĞƚĞƌŵŝŶĂƚŝŽŶ ܆ĞƚĞƌŵŝŶĂƚŝŽŶŽĨĚĚŝƚŝŽŶĂůtŽƌŬŝŶŐĂLJƐ ܆ŶŐŝŶĞĞƌ͛ƐƐƚŝŵĂƚĞŽĨŚĂŶŐĞKƌĚĞƌŽƐƚ ܆ŶŐŝŶĞĞƌ͛ƐĂůĐƵůĂƚŝŽŶŽĨĚĚŝƚŝŽŶĂůtŽƌŬŝŶŐĂLJƐ ܈ŽŶƚƌĂĐƚŽƌƐhƉĚĂƚĞĚƌŝƚŝĐĂůWĂƚŚ^ĐŚĞĚƵůĞ ܆ŽŶƚƌĂĐƚŽƌ͛ƐYƵŽƚĞ AGENDA ITEM #6. l) ŚĂŶŐĞKƌĚĞƌEŽ͘ ϯϱ  ŽŶƚƌĂĐƚdŝƚůĞ͗ tŝůůŝĂŵƐǀĞ^ĂŶĚtĞůůƐǀĞ^ŽŶǀĞƌƐŝŽŶWƌŽũĞĐƚ  ŽŶƚƌĂĐƚEŽ͘ 'ͲϮϬͲϬϬϭ  WĂŐĞϰŽĨϭϬ ܆WůĂŶƐ ܆WƌŽũĞĐƚ>ĂďŽƌ>ŝƐƚ ܆ŽŶƚƌĂĐƚŽƌ͛ƐƋƵŝƉŵĞŶƚ>ŝƐƚŝŶĐůƵĚŝŶŐƌĂƚĞƐƉĞƌ'Ͳt^KdƋƵŝƉŵĞŶƚZĞŶƚĂů ŐƌĞĞŵĞŶƚ ܆^ƵŵŵĂƌLJŽĨŝŶǀŽŝĐĞƐĨŽƌƌĞŶƚĞĚĞƋƵŝƉŵĞŶƚ ܆^ƵŵŵĂƌLJŽĨŝŶǀŽŝĐĞƐĨŽƌŵĂƚĞƌŝĂůƐ  AGENDA ITEM #6. l) dŽƚĂů/ŵƉĂĐƚĂLJƐ ϳϴ /ƚĞŵEŽ͘ YƵĂŶƚŝƚLJ hŶŝƚWƌŝĐĞ ϭϯϱͲϭϱϮ ϳϴ ϭ͕Ϭϭϱ͘ϴϲΨ ϭϯϱͲϭϱϮ ϭϲϱ ϴϱ͘ϬϬΨ ϭϯϱͲϭϱϮ ϭϯϱͲϭϱϮ ϲϱϰ ϮϮ͘ϯϴΨ ϭϯϱͲϭϱϮ ϭϵϲϭ ϭϲ͘ϮϱΨ ϭϯϱͲϭϱϮ ϲϱϰ ϭϮ͘ϯϲΨ ϭϯϱͲϭϱϮ ϲϱϰ ϳ͘ϱϵΨ ϭϯϱͲϭϱϮ ϲϱϰ Ϯϴ͘ϰϰΨ ϭϯϱͲϭϱϮ ϭϲϱ Ϯϱ͘ϬϬΨ ϭϯϱͲϭϱϮ ϭϯϱͲϭϱϮ ϭϯϱͲϭϱϮ ϭϯϱͲϭϱϮ Ϯϯϰ ϳ͘ϯϯΨ ϭϯϱͲϭϱϮ ϳϴ ϲϭ͘ϮϱΨ ϭϯϱͲϭϱϮ ϳϴ ϲ͘ϯϯΨ ϭϯϱͲϭϱϮ ϳϴ ϱ͘ϭϲΨ ϭϯϱͲϭϱϮ ϳϴ ϴ͘ϯϯΨ ϭϯϱͲϭϱϮ ϭϱϲ ϭϲ͘ϲϴΨ ϭϯϱͲϭϱϮ ϵϯϲ ϭϯ͘ϴϵΨ ϭϯϱͲϭϱϮ ϳϴ ϭϯ͘ϳϰΨ ϭϯϱͲϭϱϮ ϳϴ ϭ͘ϵϮΨ ϭϯϱͲϭϱϮ ϳϴ ϯ͘ϱϳΨ ϭϯϱͲϭϱϮ ϯϭϮ ϳ͘ϭϰΨ ϭϯϱͲϭϱϮ ϯϭϮ ϳ͘ϭϰΨ ϭϯϱͲϭϱϮ ϳϴ ϵ͘ϱϮΨ ϭϯϱͲϭϱϮ ϳϴ ϭϭ͘ϵϬΨ ϭϯϱͲϭϱϮ ϳϴ ϰϳ͘ϲϮΨ ϭϯϱͲϭϱϮ ϳϴ ϭϰ͘ϬϲΨ ϭϯϱͲϭϱϮ ϭϱϲ Ϭ͘ϯϬΨ ϭϯϱͲϭϱϮ ϳϴ Ϭ͘ϵϱΨ ϭϯϱͲϭϱϮ ϳϴ Ϭ͘ϯϴΨ ϭϯϱͲϭϱϮ ϭϱϲ Ϭ͘ϬϵΨ ϭϯϱͲϭϱϮ ϭ ϱϭ͘ϬϳΨ ϭϯϱͲϭϱϮ ϭϯϱͲϭϱϮ ϭϯϱͲϭϱϮ ϱϭϲ ϴϱ͘ϬϬΨ ϭϯϱͲϭϱϮ ϭϯϱͲϭϱϮ ϱϭϲ Ϯϱ͘ϬϬΨ ϭϯϱͲϭϱϮ ϭϯϱͲϭϱϮ ϴ͕ϲϲϮ͘ϲϭΨ ϭϯϱͲϭϱϮ >h>ddKd>&KZd/D͗ WĞƌĂƚƚĂĐŚĞĚĚĞƚĞƌŵŝŶĂƚŝŽŶ ŽŶƚƌĂĐƚEŽ͗'ͲϮϬͲϬϬϭ &ĞĚĞƌĂůŝĚEŽ͗,/Wh>Ͳ^dWϵϵϭϳ;ϯϰͿ LJ͗:ŽƌĚĂŶ,ŽǁĞ ŽŶƐƚƌƵĐƚŝŽŶDĂŶĂŐĞƌ͗WĞƌƚĞĞƚ ĂƚĞ͗ϱͬϮϯͬϮϬϮϮ ŚĂŶŐĞKƌĚĞƌŽƐƚ;ƋƵŝƚĂďůĞĚũƵƐƚŵĞŶƚͿ ŚĂŶŐĞKƌĚĞƌEŽ͘ϯϱ WƌŽũĞĐƚEĂŵĞ͗tŝůůŝĂŵƐǀĞŶƵĞ^ΘtĞůůƐǀĞŶƵĞ^ŽŶǀĞƌƐŝŽŶWƌŽũĞĐƚ ŽŶƚƌĂĐƚŽƌ͗ĂƐĐĂĚĞŝǀŝůŽŶƐƚƌƵĐƚŝŽŶ >ĂďŽƌ;Ͳ'ĞŶĞƌĂů^ƵƉĞƌŝŶƚĞŶĚĞŶƚͿ ,ŽƵƌƐ Ψϭϰ͕ϬϮϱ͘ϬϬ >ĂďŽƌDĂƌŬƵƉ Ϯϵй ΨϮϳ͕Ϭϰϱ͘ϵϰ ĞƐĐƌŝƉƚŝŽŶ hŶŝƚ ƐƚŝŵĂƚĞĚŽƐƚ >ƵŵƉ^ƵŵƐƚŝŵĂƚĞ >ĂďŽƌ;Ͳ^WD͕WD͕WͿ ĂLJƐ Ψϳϵ͕Ϯϯϲ͘ϴϲ ƋƵŝƉŵĞŶƚ;WŝĐŬƵƉƐͿ ,ŽƵƌƐ Ψϯϭ͕ϴϲϴ͘ϱϳ ƋƵŝƉŵĞŶƚ;ƋƵŝƉŵĞŶƚdƌĂŝůĞƌͿ ,ŽƵƌƐ Ψϴ͕Ϭϳϵ͘ϵϭ ƋƵŝƉŵĞŶƚ;&ůĂƚďĞĚͿ ,ŽƵƌƐ Ψϭϰ͕ϲϯϬ͘ϭϯ ƋƵŝƉŵĞŶƚDĂƌŬƵƉ Ϯϭй Ψϭϳ͕Ϯϳϯ͘ϵϲ DĂƚĞƌŝĂůƐ >^ΨϬ͘ϬϬ ƋƵŝƉŵĞŶƚ;ƋƵŝƉŵĞŶƚdƌĂŝůĞƌͿ ,ŽƵƌƐ Ψϰ͕ϵϲϭ͘ϲϵ ƋƵŝƉŵĞŶƚ;tĂƚĞƌdƌƵĐŬͿ ,ŽƵƌƐ Ψϭϴ͕ϱϵϭ͘ϲϯ ƋƵŝƉŵĞŶƚ;Ͳ'ĞŶĞƌĂů^ƵƉĞƌŝŶƚĞŶĚĞŶƚdƌƵĐŬͿ ,ŽƵƌƐ Ψϰ͕ϭϮϱ͘ϬϬ ^ĞƌǀŝĐĞƐ;dƌĂŝůĞƌƐͿ ĂLJƐ Ψϰ͕ϳϳϳ͘ϱϰ ^ĞƌǀŝĐĞƐ;hƚŝůŝƚŝĞƐWŽǁĞƌͿ ĂLJƐ Ψϰϵϯ͘ϰϰ DĂƚĞƌŝĂůƐDĂƌŬƵƉ Ϯϭй ΨϬ͘ϬϬ ^ĞƌǀŝĐĞƐ;^ĂŶŝŬĂŶƐͿ ĂLJƐ Ψϭ͕ϳϭϲ͘ϮϮ ^ĞƌǀŝĐĞƐ;^ƚĞĞůWůĂƚĞƐͿ ĂLJƐ ΨϭϮ͕ϵϵϳ͘Ϭϯ ^ĞƌǀŝĐĞƐ;ƵŵƉƐƚĞƌͿ ĂLJƐ Ψϭ͕Ϭϳϭ͘ϳϵ ^ĞƌǀŝĐĞƐ;hƚŝůŝƚŝĞƐ/ŶƚĞƌŶĞƚͿ ĂLJƐ ΨϰϬϮ͘Ϯϵ ^ĞƌǀŝĐĞƐ;ŽƉŝĞƌͿ ĂLJƐ ΨϲϱϬ͘ϬϬ ^ĞƌǀŝĐĞƐ;ŽŶĞdžͿ ĂLJƐ ΨϮ͕ϲϬϭ͘ϳϴ ^ĞƌǀŝĐĞƐ;ĞůůWŚŽŶĞƐͿ ĂLJƐ ΨϮ͕ϮϮϴ͘ϱϳ ^ĞƌǀŝĐĞƐ;ŝŐŝƚĂůĞǀŝĐĞƐͿ ĂLJƐ ΨϮ͕ϮϮϴ͘ϱϳ ^ĞƌǀŝĐĞƐ;tĂƚĞƌ^ĞƌǀŝĐĞƌLJƐƚĂů^ƉƌŝŶŐƐͿ ĂLJƐ Ψϭϰϵ͘ϰϯ ^ĞƌǀŝĐĞƐ;tĂƚĞƌŽƚƚůĞĚͿ ĂLJƐ ΨϮϳϴ͘ϱϳ ^ĞƌǀŝĐĞƐ;zĂƌĚZĞŶƚϵϮϰƌŽŶƐŽŶ͕>>Ϳ ĂLJƐ Ψϯ͕ϳϭϰ͘Ϯϵ ^ĞƌǀŝĐĞƐ;zĂƌĚ&ĞŶĐŝŶŐͿ ĂLJƐ Ψϭ͕Ϭϵϲ͘ϰϵ ^ĞƌǀŝĐĞƐ;DŝƐĐ͘KĨĨŝĐĞ^ƵƉƉůŝĞƐΘŽŶƐƵŵĂďůĞƐͿ ĂLJƐ ΨϳϰϮ͘ϴϲ ^ĞƌǀŝĐĞƐ;tĂƚĞƌŝƚLJŽĨZĞŶƚŽŶͿ ĂLJƐ ΨϵϮϴ͘ϱϳ ^ĞƌǀŝĐĞƐ;,ĂƌĚ,ĂƚƐͿ ĂLJƐ ΨϮϵ͘ϳϭ ^ĞƌǀŝĐĞƐ;'ůŽǀĞƐͿ ĂLJƐ Ψϭϰ͘ϰϵ ^ĞƌǀŝĐĞƐ;^ĂĨĞƚLJ'ůĂƐƐĞƐͿ ĂLJƐ Ψϰϳ͘ϭϳ ^ĞƌǀŝĐĞƐ;^ĂĨĞƚLJsĞƐƚƐͿ ĂLJƐ Ψϳϰ͘ϭϬ DŽďŝůŝnjĂƚŝŽŶ ƐƚŝŵĂƚĞ ΨϬ͘ϬϬ ^ĞƌǀŝĐĞƐ;ĂƌƉůƵŐƐͿ Ψϱϭ͘Ϭϳ ^ĞƌǀŝĐĞƐDĂƌŬƵƉ Ϯϭй Ψϳ͕ϲϮϭ͘ϳϰ dKd> ΨϬ͘ϬϬ KǀĞƌŚĞĂĚ LJŐƌĞĞŵĞŶƚ ΨϬ͘ϬϬ ĂůĐƵůĂƚĞĚŚĂŶŐĞKƌĚĞƌŽƐƚ Ψϯϰϰ͕ϲϬϱ͘ϰϮ ^ƵďĐŽŶƚƌĂĐƚŽƌDĂƌŬƵƉ ϭϮй Ψϴ͕ϲϲϮ͘ϲϭ Ψϯϰϰ͕ϲϬϱ͘ϰϮ ŝĚ/ƚĞŵŚĂŶŐĞ ^Ƶď͘ƋƵŝƉŵĞŶƚ;tĞŝƚŵĂŶͲ'ĞŶĞƌĂů^ƵƉĞƌŝŶƚĞŶĚĞŶƚ ,ŽƵƌƐ ΨϭϮ͕ϵϬϬ͘ϬϬ ^Ƶď͘ƋƵŝƉŵĞŶƚDĂƌŬƵƉ Ϯϭй ΨϮ͕ϳϬϵ͘ϬϬ ^Ƶď͘>ĂďŽƌ;tĞŝƚŵĂŶͲ'ĞŶĞƌĂů^ƵƉĞƌŝŶƚĞŶĚĞŶƚͿ ,ŽƵƌƐ Ψϰϯ͕ϴϲϬ͘ϬϬ ^Ƶď͘>ĂďŽƌDĂƌŬƵƉ Ϯϵй ΨϭϮ͕ϳϭϵ͘ϰϬ Extended Overhead - Engineer's Estimate of Change Order Cost Change Order #35B - Page 5 of 10 AGENDA ITEM #6. l) Activity Line Item Activity Name Actual Dur. Calendar Start Finish TotalTotal 524d Standard 24-Jan-20 17-Feb-22 42000420001 Williams-Wells Unstatused As 524d Standard 24-Jan-20 17-Feb-22 AdminAdministration 70d Standard 24-Jan-20 30-Apr-20 2 Bid Date 1d Standard 24-Jan-20*24-Jan-20 3 Award 1d Standard 16-Mar-20*16-Mar-20 4 Execution 1d Standard 17-Mar-20 17-Mar-20 6 Pre-Construction Mtng 1d Standard 2-Apr-20 2-Apr-20 5 Notice to Proceed 1d Standard 13-Apr-20*13-Apr-20 7 1st Working Day 0d Standard 14-Apr-20*14-Apr-20 8 CO-5 Covid 13d Standard 14-Apr-20 30-Apr-20 Critic aCritical Material PO's 5d Standard 18-Mar-20 24-Mar-20 10 Poles 5d Standard 18-Mar-20 24-Mar-20 Sub mSubmittals 74d Standard 25-Mar-20 8-Jul-20 12 Poles 43d Standard 25-Mar-20 22-May-20 18 Flashing Stop 8d Standard 8-Apr-20 17-Apr-20 19 General Submittals 60d Standard 14-Apr-20 8-Jul-20 16 Cabinets/Controllers 20d Standard 14-Apr-20 11-May-20 14 Display 20d Standard 5-May-20 2-Jun-20 17 Cab/Controller Review 20d Standard 12-May-20 9-Jun-20 13 Pole Review 30d Standard 22-May-20 6-Jul-20 15 Display Review 20d Standard 2-Jun-20 29-Jun-20 ProcuProcurement 162d Standard 20-Apr-20 10-Dec-20 22 Flashing Stop 20d Standard 20-Apr-20 15-May-20 24 Cabinets/Controllers 60d Standard 10-Jun-20 2-Sep-20 23 Displays 40d Standard 30-Jun-20 25-Aug-20 21 Poles 108d Standard 7-Jul-20 10-Dec-20 Proje cProject Duration 468d Standard 13-Apr-20 17-Feb-22 26 Mobilization 5d Standard 17-Apr-20 23-Apr-20 PhasePhase A - Utilities 468d Standard 13-Apr-20 17-Feb-22 28 Initial TC Signs & Devices 3d Standard 13-Apr-20 15-Apr-20 30 Potholing 14d Standard 5-May-20*22-May-20 29 Install Business Open/Access Signs 2d Standard 14-May-20 15-May-20 31 Potholing 8d Standard 26-May-20 4-Jun-20 32 PCO #16 Quantity Over Run BI #19 Temp Pvmnt - Installa 233d Standard 12-Oct-20*16-Sep-21 StormStorm 176d Standard 1-Jun-20 18-Feb-21 38 Potholing/Util Conflict/Other 171d Standard 1-Jun-20 9-Feb-21 36 Potholing/Util Conflict/Other 174d Standard 3-Jun-20 18-Feb-21 34 3rd 134d Standard 5-Jun-20 17-Dec-20 35 CO #21 Exist Trolley Tracks 3rd Street 68d Standard 1-Jul-20 8-Oct-20 37 2nd 91d Standard 6-Aug-20 17-Dec-20 WaterWater 297d Standard 8-Jun-20 17-Aug-21 43 Potholing/Util Conflict/Other 171d Standard 8-Jun-20 18-Feb-21 42 3rd 161d Standard 22-Jun-20*18-Feb-21 41 Potholing/Util Conflict/Other 116d Standard 18-Aug-20 9-Feb-21 40 2nd 224d Standard 23-Sep-20 17-Aug-21 SewerSewer 61d Standard 1-Feb-21 30-Apr-21 RemRemove & Replace 61d Standard 1-Feb-21 30-Apr-21 50 Wells 5d Standard 1-Feb-21 5-Feb-21 n Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May 2020 2021 2022 Bid Date Award Execution Pre-Construction Mtng Notice to Proceed 1st Working Day CO-5 Covid Poles Poles Flashing Stop General Submittals Cabinets/Controllers Display Cab/Controller Review Pole Review Display Review Flashing Stop Cabinets/Controllers Displays Poles Mobilization Initial TC Signs & Devices Potholing Install Business Open/Access Signs Potholing PCO #16 Quantity Over Run BI #19 Temp Pvmnt - Installation Potholing/Util Conflict/Other Potholing/Util Conflict/Other 3rd CO #21 Exist Trolley Tracks 3rd Street 2nd Potholing/Util Conflict/Other 3rd Potholing/Util Conflict/Other 2nd Wells As-Built As-Built Longest Path Delay Milestone Cascade Civil Williams-Wells As-Built Schedule Page 1 of 4 © Primavera Systems, Inc. Date Revision Checked Approved Change Order #35B - Page 6 of 10 Extended Overhead - Contractor's Updated Critical Path Schedule AGENDA ITEM #6. l) Activity Line Item Activity Name Actual Dur. Calendar Start Finish 49 PCO #2 Remove Exist Sewer Wells 4d Standard 1-Feb-21*4-Feb-21 48 2nd Repair 1d Standard 12-Feb-21 12-Feb-21 46 FD #66 2nd Street Sewer 40d Standard 5-Mar-21*30-Apr-21 47 2nd Burnett - Williams 25d Standard 29-Mar-21 30-Apr-21 CIPPCIPP 3d Standard 23-Feb-21 25-Feb-21 52 2nd Williams - Wells 1d Standard 23-Feb-21 23-Feb-21 53 2nd Wells - Main 3d Standard 23-Feb-21 25-Feb-21 ElectrElectrical 444d Standard 15-May-20 17-Feb-22 55 Conversion/Flash Stop Signs 21d Standard 15-May-20 15-Jun-20 56 Demo Existing Signals 40d Standard 15-Jun-20 10-Aug-20 58 Trenching 269d Standard 1-Jul-20 2-Aug-21 57 Foundations Signals 164d Standard 7-Aug-20 13-Apr-21 60 J-Boxes 179d Standard 11-Aug-20 6-May-21 63 CO-1 Houser Way 20d Standard 9-Nov-20*7-Dec-20 61 Erect Poles/Displays/Cameras 90d Standard 16-Dec-20 4-May-21 59 Foundations Cabinets 128d Standard 4-Feb-21 6-Aug-21 62 Signals Signs 208d Standard 4-May-21 17-Feb-22 PhasePhase B1 - So 2nd St 468d Standard 13-Apr-20 17-Feb-22 65 TC Signs & Devices 3d Standard 13-Apr-20 15-Apr-20 67 Insert TESC BMPS 2d Standard 14-Apr-20 15-Apr-20 66 Business Open/Access Signs 2d Standard 14-May-20 15-May-20 68 Cut/Cap Irrig 1d Standard 15-Jun-20 15-Jun-20 69 Clear & Grub 2d Standard 15-Jun-20 16-Jun-20 70 Demolition 5d Standard 17-Jun-20 23-Jun-20 73 Curb & Gutter 82d Standard 1-Apr-21 23-Jul-21 77 Irrig/Landscape/Signing 188d Standard 1-Jun-21 17-Feb-22 76 Sidewalks 121d Standard 6-Jul-21 21-Dec-21 75 CO #22 Bollards 2d Standard 15-Jul-21*16-Jul-21 71 Rd Exc 2d Standard 16-Aug-21 17-Aug-21 72 CSBC 2d Standard 17-Aug-21 18-Aug-21 74 Paving 8d Standard 19-Aug-21 30-Aug-21 PhasePhase B2 - So 2nd St 345d Standard 13-Apr-20 30-Aug-21 79 TC Signs & Devices 3d Standard 13-Apr-20 15-Apr-20 80 Business Open/Access Signs 2d Standard 14-May-20 15-May-20 ImplimImpliment Detour - South 1/2 108d Standard 1-Apr-21 30-Aug-21 84 Curb & Gutter 82d Standard 1-Apr-21 23-Jul-21 90 PCO #37 Replace J-Boxes 2d Standard 21-Jul-21*22-Jul-21 86 PCO #41 Teamsters Labor Dispute 1d Standard 2-Aug-21*2-Aug-21 87 PCO #41 Teamsters Labor Dispute 1d Standard 6-Aug-21 6-Aug-21 82 Rd Exc 2d Standard 16-Aug-21 17-Aug-21 83 CSBC 2d Standard 17-Aug-21 18-Aug-21 85 CO #20 Reinf PCCP Panels 2nd Street 10d Standard 17-Aug-21*30-Aug-21 89 Paving 8d Standard 19-Aug-21 30-Aug-21 88 PCO #41 Teamsters Labor Dispute 1d Standard 19-Aug-21 19-Aug-21 PhasePhase B3 - So 2nd St 426d Standard 13-Apr-20 21-Dec-21 93 TC Signs & Devices 3d Standard 13-Apr-20 15-Apr-20 94 Business Open/Access Signs 2d Standard 14-May-20 15-May-20 91 Sidewalks 121d Standard 6-Jul-21 21-Dec-21 ImplimImpliment Detour - North 1/2 64d Standard 21-Sep-21 20-Dec-21 n Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May 2020 2021 2022 PCO #2 Remove Exist Sewer Wells 2nd Repair FD #66 2nd Street Sewer 2nd Burnett - Williams 2nd Williams - Wells 2nd Wells - Main Conversion/Flash Stop Signs Demo Existing Signals Trenching Foundations Signals J-Boxes CO-1 Houser Way Erect Poles/Displays/Cameras Foundations Cabinets Signals Signs TC Signs & Devices Insert TESC BMPS Business Open/Access Signs Cut/Cap Irrig Clear & Grub Demolition Curb & Gutter Irrig/Landscape/Signing Sidewalks CO #22 Bollards Rd Exc CSBC Paving TC Signs & Devices Business Open/Access Signs Curb & Gutter PCO #37 Replace J-Boxes PCO #41 Teamsters Labor Dispute PCO #41 Teamsters Labor Dispute Rd Exc CSBC CO #20 Reinf PCCP Panels 2nd Street Paving PCO #41 Teamsters Labor Dispute TC Signs & Devices Business Open/Access Signs Sidewalks As-Built As-Built Longest Path Delay Milestone Cascade Civil Williams-Wells As-Built Schedule Page 2 of 4 © Primavera Systems, Inc. Date Revision Checked Approved Extended Overhead - Contractor's Updated Critical Path Schedule Change Order #35B - Page 7 of 10AGENDA ITEM #6. l) Activity Line Item Activity Name Actual Dur. Calendar Start Finish 98 Curb & Gutter 3d Standard 21-Sep-21 23-Sep-21 101 PCO #55 RSC 2nd Street 2d Standard 21-Sep-21*22-Sep-21 96 Rd Exc 2d Standard 24-Sep-21 27-Sep-21 97 CSBC 2d Standard 27-Sep-21 28-Sep-21 99 CO #20 Reinf PCCP Panels 2nd Street 12d Standard 27-Sep-21*12-Oct-21 102 PCO #56 Century Link Castings 4d Standard 28-Sep-21*1-Oct-21 103 Paving 10d Standard 29-Sep-21 12-Oct-21 100 PCO #41 Teamsters Labor Dispute 1d Standard 30-Sep-21*30-Sep-21 104 Sidewalks 5d Standard 13-Dec-21*20-Dec-21 PhasePhase B4 - So 3rd St 468d Standard 13-Apr-20 17-Feb-22 106 TC Signs & Devices 3d Standard 13-Apr-20 15-Apr-20 108 Insert TESC BMPS 2d Standard 14-Apr-20 15-Apr-20 107 Business Open/Access Signs 2d Standard 14-May-20 15-May-20 110 Clear & Grub 2d Standard 15-Jun-20 16-Jun-20 109 Cut/Cap Irrig 1d Standard 15-Jun-20 15-Jun-20 113 Curb & Gutter 9d Standard 26-Jan-21*5-Feb-21 114 CO #21 Exist Trolley Tracks 3rd Street 26d Standard 9-Feb-21*19-Mar-21 111 Rd Exc 14d Standard 23-Mar-21 9-Apr-21 112 CSBC 14d Standard 25-Mar-21 13-Apr-21 115 Paving 15d Standard 29-Mar-21 16-Apr-21 117 CO #14 Roof Drains 47d Standard 20-Apr-21*23-Jun-21 116 PCO #19 S/W & Irrigation Conflicts 54d Standard 17-May-21*29-Jul-21 119 Irrig/Landscape/Signing 188d Standard 1-Jun-21 17-Feb-22 118 Sidewalks 18d Standard 7-Jun-21 30-Jun-21 PhasePhase B5 - So 3rd St 323d Standard 13-Apr-20 29-Jul-21 121 TC Signs & Devices 3d Standard 13-Apr-20 15-Apr-20 122 Business Open/Access Signs 2d Standard 14-May-20 15-May-20 130 Sidewalks 18d Standard 7-Jun-21 30-Jun-21 ImplimImpliment Detour - Williams I/S 129d Standard 26-Jan-21 29-Jul-21 126 Curb & Gutter 9d Standard 26-Jan-21 5-Feb-21 124 Rd Exc 14d Standard 23-Mar-21 9-Apr-21 125 CSBC 14d Standard 25-Mar-21 13-Apr-21 127 Paving 15d Standard 29-Mar-21 16-Apr-21 129 CO #14 Roof Drains 47d Standard 20-Apr-21*23-Jun-21 128 PCO #19 S/W & Irrigation Conflicts 54d Standard 17-May-21*29-Jul-21 PhasePhase B6 - So 3rd St 302d Standard 13-Apr-20 30-Jun-21 132 TC Signs & Devices 3d Standard 13-Apr-20 15-Apr-20 133 Business Open/Access Signs 2d Standard 14-May-20 15-May-20 139 Sidewalks 18d Standard 7-Jun-21 30-Jun-21 ImplimImpliment Detour - Wells I/S 55d Standard 26-Jan-21 16-Apr-21 137 Curb & Gutter 9d Standard 26-Jan-21 5-Feb-21 135 Rd Exc 14d Standard 23-Mar-21 9-Apr-21 136 CSBC 14d Standard 25-Mar-21 13-Apr-21 138 Paving 15d Standard 29-Mar-21 16-Apr-21 PhasePhase C 181d Standard 10-Jun-21 17-Feb-22 142 CO #22 Bollards 127d Standard 15-Jul-21*7-Jan-22 144 PCO #48 Revised Storm 2nd Street 15d Standard 30-Aug-21*17-Sep-21 147 PCO #16 Quantity Over Run BI #19 Temp Pvmnt - Remov 39d Standard 17-Sep-21*10-Nov-21 143 CO #21 Exist Trolley Tracks 3rd Street 17d Standard 4-Oct-21*26-Oct-21 n Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May 2020 2021 2022 Curb & Gutter PCO #55 RSC 2nd Street Rd Exc CSBC CO #20 Reinf PCCP Panels 2nd Street PCO #56 Century Link Castings Paving PCO #41 Teamsters Labor Dispute Sidewalks TC Signs & Devices Insert TESC BMPS Business Open/Access Signs Clear & Grub Cut/Cap Irrig Curb & Gutter CO #21 Exist Trolley Tracks 3rd Street Rd Exc CSBC Paving CO #14 Roof Drains PCO #19 S/W & Irrigation Conflicts Irrig/Landscape/Signing Sidewalks TC Signs & Devices Business Open/Access Signs Sidewalks Curb & Gutter Rd Exc CSBC Paving CO #14 Roof Drains PCO #19 S/W & Irrigation Conflicts TC Signs & Devices Business Open/Access Signs Sidewalks Curb & Gutter Rd Exc CSBC Paving CO #22 Bollards PCO #48 Revised Storm 2nd Street PCO #16 Quantity Over Run BI #19 Temp Pvmnt - Removal CO #21 Exist Trolley Tracks 3rd Street As-Built As-Built Longest Path Delay Milestone Cascade Civil Williams-Wells As-Built Schedule Page 3 of 4 © Primavera Systems, Inc. Date Revision Checked Approved Extended Overhead - Contractor's Updated Critical Path Schedule Change Order #35B - Page 8 of 10AGENDA ITEM #6. l) Activity Line Item Activity Name Actual Dur. Calendar Start Finish 146 PCO #34 Added Curb & Sidewalk 21d Standard 12-Oct-21*9-Nov-21 145 Prelevel 6d Standard 3-Nov-21 10-Nov-21 148 Final Overlay HMA 6d Standard 3-Nov-21 10-Nov-21 153 Adjust Utilities to Grade 5d Standard 4-Nov-21 10-Nov-21 149 PCO #57 Quant Over Run BI #36 Adj Storm Drain Str 2d Standard 4-Nov-21 5-Nov-21 150 PCO #58 Quant Over Run BI #109 Ad j Wtr Vlv Box & PCO 5d Standard 4-Nov-21 10-Nov-21 151 HMA Cure 11d Standard 11-Nov-21 25-Nov-21 154 Complete Irrig & Landscape 71d Standard 11-Nov-21 17-Feb-22 141 Street Furn & Urban Design Treat 46d Standard 16-Dec-21 17-Feb-22 FD #102 Abandon Water 2nd 18d Standard 5-Jan-22*28-Jan-22 165 Channelization & Signing 18d Standard 25-Jan-22*17-Feb-22 FD #115 2-Way Traffic Plan 18d Standard 25-Jan-22*17-Feb-22 152 Permanent Striping 15d Standard 28-Jan-22 17-Feb-22 170 Substantial Completion 0d Standard 17-Feb-22 171 Physical Completion 0d Standard 17-Feb-22 Final SFinal Signal Configurations 181d Standard 10-Jun-21 17-Feb-22 158 CO #16 Fiber Slicing & Delay, CO #17 Upsize CV 41d Standard 10-Jun-21*5-Aug-21 156 CO #15 Added Camera 39d Standard 10-Aug-21*1-Oct-21 161 PCO #59 Added Illum Conductor Wells 1d Standard 1-Oct-21*1-Oct-21 157 So Grady & Williams 67d Standard 17-Nov-21 17-Feb-22 159 So 2nd & Williams 55d Standard 3-Dec-21 17-Feb-22 160 So 3rd & Williams 52d Standard 8-Dec-21 17-Feb-22 162 So 2nd & Wells 49d Standard 13-Dec-21 17-Feb-22 163 So 3rd & Williams 46d Standard 16-Dec-21 17-Feb-22 164 CO #11 Raise Signal Bases 5d Standard 31-Jan-22 4-Feb-22 ConvConvert to 2-Way Traffic 113d Standard 14-Sep-21 17-Feb-22 167 Houser Way I/S & Pedestrian Improvements Project 113d Standard 14-Sep-21*17-Feb-22 168 Grady to 1st on Williams 1d Standard 17-Feb-22 17-Feb-22 169 Grady to 1st on Wells 1d Standard 17-Feb-22 17-Feb-22 n Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May 2020 2021 2022 PCO #34 Added Curb & Sidewalk Prelevel Final Overlay HMA Adjust Utilities to Grade PCO #57 Quant Over Run BI #36 Adj Storm Drain Str PCO #58 Quant Over Run BI #109 Ad j Wtr Vlv Box & PCO # HMA Cure Complete Irrig & Landscape Street Furn & Urban Design Tre FD #102 Abandon Water 2nd Channelization & Signing FD #115 2-Way Traffic Plan Permanent Striping Substantial Completion Physical Completion CO #16 Fiber Slicing & Delay, CO #17 Upsize CV CO #15 Added Camera PCO #59 Added Illum Conductor Wells So Grady & Williams So 2nd & Williams So 3rd & Williams So 2nd & Wells So 3rd & Williams CO #11 Raise Signal Bases Houser Way I/S & Pedestrian Im Grady to 1st on Williams Grady to 1st on Wells As-Built As-Built Longest Path Delay Milestone Cascade Civil Williams-Wells As-Built Schedule Page 4 of 4 © Primavera Systems, Inc. Date Revision Checked Approved Extended Overhead - Contractor's Updated Critical Path Schedule Change Order #35B - Page 9 of 10AGENDA ITEM #6. l) ĞƐĐƌŝƉƚŝŽŶ WĞƌŝŽĚ ϭϮϯϰϱϲϳϴϵϭϬϭϭϭϮϭϯϭϰϭϱϭϲϭϳϭϴϭϵϮϬϮϭϮϮϮϯϮϰϮϱϮϲϮϳϮϴϮϵϯϬϯϭϯϮϯϯϯϰϯϱϯϲϯϳ ϯϴ ϯϵ ϰϬ ϰϭ ϰϮ ϰϯ ϰϰ ϰϱ ϰϲ ϰϳ ϰϴ ϰϵ ϱϬ ϱϭ ϱϮ ϱϯ ϱϰ ϱϱ ϱϲ ϱϳ ϱϴ ϱϵ ϲϬ ϲϭ ϲϮ ϲϯ ϲϰ ϲϱ ϲϲ ϲϳ ϲϴϲϵϳϬϳϭϳϮϳϯϳϰϳϱϳϲϳϳϳϴϳϵϴϬϴϭϴϮϴϯϴϰϴϱϴϲϴϳϴϴϴϵϵϬϵϭϵϮϵϯϵϰ ϭ Ks/^ƵďĐŽŶƚƌĂĐƚŽƌWƌŽĐƵƌĞŵĞŶƚĞůĂLJ;KϱͿ ϰͬϭϯͬϮϬͲϰͬϯϬͬϮϬ Ϯ WŽƚŚŽůŝŶŐ ϱͬϭͬϮϬͲϲͬϱͬϮϬ ϯ ^ƚŽƌŵ^ĞǁĞƌŽŶ^ϮŶĚ^dĂŶĚ^ϯƌĚ^d ϲͬϴͬϮϬͲϭϭͬϭϭͬϮϬ ϰ ,ŽƵƐĞƌtĂLJ^tŽƌŬ;KϭͿ ϭϭͬϭϮͬϮϬͲϭϮͬϲͬϮϬ ϱ ^ϯƌĚ^dtĂƚĞƌ ϭϮͬϳͬϮϬͲϯͬϯϬͬϮϭ ϲ ^ϮŶĚ^d^ĞǁĞƌ ϯͬϯϭͬϮϭͲϰͬϮϵͬϮϭ ϳ ^ϮŶĚ^dtĂƚĞƌ ϰͬϯϬͬϮϭͲϴͬϭϳͬϮϭ ϴ ^ϮŶĚ^dŽŶĐƌĞƚĞ/ŶƚĞƌƐĞĐƚŝŽŶƐ ϴͬϭϴͬϮϭͲϭϬͬϭϮͬϮϭ ϵ WƌĞƉĨŽƌ,DWĂǀŝŶŐĂŶĚ,DWĂǀŝŶŐ ϭϬͬϭϯͬϮϭͲϭϭͬϭϬͬϮϭ ϭϬ ^ϮŶĚ^d^ŝĚĞǁĂůŬ ϭϭͬϭϭͬϮϭͲϭϮͬϮϯͬϮϭ ϭϭ ,ŽůŝĚĂLJƐ ϭϮͬϮϰͬϮϭͲϭͬϯͬϮϮ ϭϮ ^ϮŶĚ^dĂŶĚƵƌŶĞƚƚǀĞ^tĂƚĞƌďĂŶĚŽŶŵĞŶƚ ϭͬϰͬϮϮͲϭͬϭϴͬϮϮ ϭϯ ĚũƵƐƚ^ŝŐŶĂůWŽůĞƐ ϭͬϭϵͬϮϮͲϮͬϱͬϮϮ ϭϰ ϮͬϲͬϮϮͲϮͬϭϳͬϮϮ :ĂŶƵĂƌLJ &Ğď:ƵůLJ ƵŐƵƐƚ ^ĞƉƚ KĐƚŽďĞƌ EŽǀ ĞĐĞŵďĞƌDĂLJ :ƵŶĞĞĐĞŵďĞƌ :ĂŶƵĂƌLJ &ĞďƌƵĂƌLJ DĂƌĐŚ Ɖƌŝů^ĞƉƚ KĐƚŽďĞƌ EŽǀĞŵďĞƌ ZĞŵŽǀĞdžŝƐƚŝŶŐŚĂŶŶĞůŝnjĂƚŝŽŶ͕/ŶƐƚĂůů ŚĂŶŶĞůŝnjĂƚŝŽŶ͕/ŶƐƚĂůů^ŝŐŶƐ͕ĂŶĚ&ůŝƉdƌĂĨĨŝĐ ϮϬϮϬ ϮϬϮϭ ϮϬϮϮ Ɖƌŝů DĂLJ :ƵŶĞ :ƵůLJ ƵŐƵƐƚ Extended Overhead - Simplified Critical Path Schedule Change Order #35B - Page 10 of 10AGENDA ITEM #6. l) AB - 3190 City Council Regular Meeting - 12 Sep 2022 SUBJECT/TITLE: Supplement No. 11 to CAG-15-089 with KPG Psomas, Inc. for the Rainier Ave S - Phase 4 (S 3rd St to NW 3rd Pl) Project RECOMMENDED ACTION: Refer to Transportation (Aviation) Committee DEPARTMENT: Public Works Transportation Systems Division STAFF CONTACT: Michelle Faltaous, Transportation Project Manager EXT.: 7301 FISCAL IMPACT SUMMARY: The fiscal impact of Supplement No. 11 to CAG-15-089 with KPG Psomas, Inc. for the Rainier Ave S - Phase 4 (S 3rd St to NW 3rd Pl) Project is $222,261.00. The Rainier Avenue S Corridor Improvements – Phase 4 Project 2022 budget after the second quarter adjustment is $23,009,202.51. The full cost of Supplement No. 11 will be funded by the Transportation 317.122195 account. There is sufficient funding in project budget to fund Supplement No. 11 with KPG Psomas, Inc. (CAG-15-089). SUMMARY OF ACTION: The Rainier Ave S - Phase 4 (S 3rd St to NW 3rd Pl) Project will extend previous corridor improvements from S 3rd St to 1,000 feet north of Airport Way (NW 3rd Pl). Project elements include extending a southbound BAT lane from S 2nd St to S 3rd St, pedest rian improvements with street scaping, pedestrian actuated traffic signal (HAWK), transit facility upgrades, access management, and a segment of a regional pedestrian/bike path trail (Lake Washington Loop Trail). This Supplement allows for the additional design services for management, coordination, and administration of the contract past the estimated project duration. It also allows for added franchise utility design services, right of way/survey support services, private property/frontage improvement d esign services, water system design services, and bid support services. EXHIBITS: A. Supplement No. 11 to CAG-15-089 STAFF RECOMMENDATION: Authorize the Mayor and City Clerk to execute Supplement No. 11 to CAG -15-089 with KPG Psomas, Inc. for $221,261.00 for the Rainier Ave S - Phase 4 (S 3rd St to NW 3rd Pl) Project. AGENDA ITEM #6. m) DOT Form 140-063 Revised 09/2005 Supplemental Agreement Number Organization and Address Phone: Original Agreement Number Project Number Execution Date Completion Date Project Title New Maximum Amount Payable Description of Work The Local Agency of desires to supplement the agreement entered in to with and executed on and identified as Agreement No. All provisions in the basic agreement remain in effect except as expressly modified by this supplement. The changes to the agreement are described as follows: I Section 1, SCOPE OF WORK, is hereby changed to read: II Section IV, TIME FOR BEGINNING AND COMPLETION, is amended to change the number of calendar days for completion of the work to read: III Section V, PAYMENT, shall be amended as follows: as set forth in the attached Exhibit A, and by this reference made a part of this supplement. If you concur with this supplement and agree to the changes as stated above, please sign in the Appropriate spaces below and return to this office for final action. By: By: Consultant Signature Approving Authority Signature Date AGENDA ITEM #6. m) City of Renton Page 1 of 6 KPG Psomas Inc Rainier Ave S – S 3rd St to NW 3rd Pl Supplement 11 August 2022 EXHIBIT 11 MODIFIES EXHIBIT A OF THE ORIGINAL AGREEMENT AND EXHIBIT 10 OF SUPPLEMENT 9 SCOPE OF WORK SUPPLEMENT 11 AGENCY: CITY OF RENTON CONSULTANT: KPG Psomas Inc CONTRACT: CAG-15-089 PROJECT: RAINIER AVE S - S 3rd St to NW 3rd Pl A. PROJECT DESCRIPTION The City of Renton (“AGENCY”) is planning to continue infrastructure improvements to the Rainier Ave S corridor with a new Phase 4. The approximate project limits of the new phase are between S 3rd St and NW 3rd Pl. Similar to Phase 3, this new phase includes infrastructure improvements for enhanced transit mobility, traffic safety and pedestrian safety. The goals of Phase 4 are to enhance traffic flow, improve safety, eliminate sub-standard conditions and provide an enhanced pedestrian environment. Plans, Specifications, Estimates, and the ROW Certification Package will be reviewed by WSDOT in April 2022; a necessary step for obligating construction funds such that the project can advertise for construction later this year. B. PURPOSE KPG Psomas Inc (“CONSULTANT”) is requesting a budget increase to cover labor costs associated with additional Project Management, Team Coordination, Project Meetings, and Administrative duties spanning over an additional 17 months past the assumed completion of Supplement 3 (Final Design Phase 4) which was March 26th, 2021. The reasons for the extended contract duration include, but are not limited to: extensive franchise/private utility design revisions and associated coordination efforts; a complicated right of way acquisition effort requiring changes to the design, legal descriptions, and exhibits; private property design revisions resulting from the right of way negotiation process, preparing for and submitting plans/estimates for the Transportation Improvement Board (TIB) grant cycle, updating the specifications from the 2018 WSDOT Standard Specifications to the 2022 WSDOT Standard Specifications, combining Phase 4A/4B design plans and estimates into one plan set and engineers estimate. The primary goal of the CONSULTANT and project team was to ensure that the project received the Right of Way Certification from WSDOT and the necessary approvals from WSDOT Local Programs to advertise the project within WSDOT’s desired funding obligation schedule. As of August 16, 2022 the project received news from WSDOT Local Programs that the Right of Way is Certified and the final approvals from WSDOT to advertise the project are a couple of weeks away which has allowed for a refined budget analysis supporting this amendment request. Specific tasks considered to be additional scope items are the following: AGENDA ITEM #6. m) City of Renton Page 2 of 6 KPG Psomas Inc Rainier Ave S – S 3rd St to NW 3rd Pl Supplement 11 August 2022 · Project Management, Team Coordination, Project Meetings (Agency, Utilities, Subconsultants), and Administrative Services - Extending 17 months beyond the assumed completion date of the final design contract scheduled for March 26th, 2021. · Right of Way Survey Support Services – Right of Way Fee, Permanent Easement, and Temporary Easement changes were made to the legals, exhibits, and right of way plans for parcels 3, 4, 5, 7, 14, 15, 25, 26, and 51 during the negotiation process. · Franchise/Private Utilities – Franchise/private utilities requested design changes requiring plan sheet changes, revisions to the quantities/estimates, and associated permanent easements to the 90%/100% PS&E Submittals. Estimated completion of Task 40 (utility re-design and coordination) was scheduled to be in advance of the 90% submittal in November 2020. Utility design coordination efforts and design revisions continued until March of 2022. · Combining the Phase 4A/4B into one PS&E Submittal – Additional grants funds were acquired by the AGENCY allowing Phases 4A/4B to be combined into one complete project. This required the CONSULTANT to combine the CAD files, Plans, Quantities, and Estimates into one submittal to support the grant efforts and the ultimate decision to construct both phases 4A/4B together. · Private Property Design/Frontage Changes - Resulting from the right of way negotiation process, the following analysis and design revisions were made to the plans to accommodate property owner requests: a. Parcel 8 – added two 20’ wide driveways, Autoturn analysis for delivery trucks, adjusted curb heights, and added curbing around signage b. Parcel 22 – provided water system design and estimating services for future hydrant assembly c. Parcel 23 – added two 15’ wide driveways, new drainage structures, regraded sidewalk and frontage, relocated illumination in conflict with new driveways · Water System Updates to the Plans, Specifications, and Standard Details – The AGENCY elected to make changes to the water plans, details, standard details, and special provisions during the 100% submittal and before the project advertised for construction. Additionally, Water Bypass System sheets were added to the plan set. · WSDOT Standard Specification Update – WSDOT released the 2022 WSDOT Standard Specifications requiring that the special provisions and amendments to the Standard Specifications be updated from the previously submitted specification package that was based on the 2018 WSDOT Standard Specifications. · Bidding Support Services – the AGENCY has requested that the CONSULTANT provide Engineering Support Services during Bidding. AGENDA ITEM #6. m) City of Renton Page 3 of 6 KPG Psomas Inc Rainier Ave S – S 3rd St to NW 3rd Pl Supplement 11 August 2022 C. ASSUMPTIONS All assumptions are listed below, at the beginning of each task. D. DELIVERABLES All deliverables to be prepared and produced by the CONSULTANT, as part of this SCOPE, are identified at the end of each task listed below. E. SCOPE TASK 42 – PROJECT MANAGEMENT FOR SUPPLEMENT 11 The following items are to be performed by the CONSULTANT, under this task. Assumptions for Task 42: · The budget shown in Exhibit D (Task 42) captures the seventeen (17) additional months of project management, meetings with the AGENCY and coordination with the project stakeholders. Provide project management of CONSULTANT services, coordination with the AGENCY, project team, project stakeholders, monthly progress reports and invoicing from the project’s completion date outlined in Supplement 3 estimated as March, 2021 to present day of August, 2022. This effort will include the following elements: 42.1 Administration, Coordination and Supervision · Supervision of CONSULTANT personnel and activities to ensure compliance with contract scope and schedule and proper charging of time against the contract. 42.2 Invoicing · Preparation of monthly invoices with progress reports that include the following:  Spreadsheet summary of budget, expenses to date, expenses for work period, estimate to complete and estimate at completion, for each task.  Summary of work accomplished for the work period.  Summary of outstanding issues to be resolved by the AGENCY.  Backup detail that includes the name, direct salary rate and hours charged by date, for each individual charging time to this contract, for the work period.  Backup detail of all direct non-salary costs included in the invoice for the work period. 43.3 Project Meetings · Meetings with AGENCY staff and project stakeholders is estimated at 30 additional meetings. AGENDA ITEM #6. m) City of Renton Page 4 of 6 KPG Psomas Inc Rainier Ave S – S 3rd St to NW 3rd Pl Supplement 11 August 2022 DELIVERABLES Monthly invoices with progress reports – Delivered to the AGENCY monthly. TASK 43 – RIGHT OF WAY SURVEY SUPPORT The following items are to be performed by the CONSULTANT, under this task. This task covers the effort required to support the right of way acquisition processes. During ROW negotiations, changes to the right of way plans, legal descriptions, and exhibits were required on Parcels 3, 4, 5, 7, 14, 15, 25, 26, and 51. 43.1 The CONSULTANT shall provide revisions to 9 legal descriptions and exhibits. These ROW documents will be stamped and signed by a licensed surveyor. 43.2 The CONSULTANT shall revise the ROW Plans that show the changes to the acquisition areas for Parcels 3, 4, 5, 7, 14, 15, 25, 26, and 51. The ROW plans will be stamped and signed by a licensed surveyor. DELIVERABLES · Stamped Legal Descriptions and Exhibits (9) – Delivered to the AGENCY in PDF format · Update ROW Plans (WSDOT Format) – Delivered to the AGENCY in PDF format TASK 44 – FRANCHISE/PRIVATE UTILITY DESIGN AND COORDINATION The following items are to be performed by the CONSULTANT, under this task. This task covers the coordination efforts and changes to the 90%/100% PS&E requested by the franchise/private utilities requiring plan sheet, quantities, and estimate revisions spanning over a 15-month period. 44.1 This Task includes the additional design and coordination efforts required to accommodate multiple design changes by private/franchise utilities that include but are not limited to vault type/size/locations, conduit quantities/sizes, joint utility trench sizing/sections, and joint utility trench alignments. The CONSULTANT will revise the 90%/100% plans, estimates, quantities, and special provisions to address the design revisions received from the private/franchise utilities. DELIVERABLES · Updated 90%/100% Design Plans, Quantities, Estimates – Delivered to the AGENCY in PDF format AGENDA ITEM #6. m) City of Renton Page 5 of 6 KPG Psomas Inc Rainier Ave S – S 3rd St to NW 3rd Pl Supplement 11 August 2022 TASK 45 – PLAN, SPECIFICATION, AND ESTIMATE REVISIONS The following items are to be performed by the CONSULTANT, under this task. The CONSULTANT shall revise the 90%/100% Plans, Specifications and Estimates for review and approval by the AGENCY. A summary of the revisions is the following: 45.1 Private Property Design/Frontage Changes -  Parcel 8 – add two 20’ wide driveways, conducted Autoturn analysis for delivery trucks, adjusted curb heights along Rainier Avenue to accommodate cross slope grades, added concrete curbing around property owner signage  Parcel 22 – add an 8” lateral waterline from the main and capped at the ROW line, estimated costs and provided quantities for these improvements  Parcel 23 – add two 15’ wide driveways, two new concrete inlets to be connected to the storm main, add concrete valley curb for storm flows, regraded sidewalk, driveway, and building frontage, relocated two luminaires in conflict with new driveways 45.2 Water System Updates to the Plans, Specifications, and Standard Details – Updates to 23 Water/Water Bypass System Plan Sheets, City Standard Details, and Special Provisions were made during the 100% PS&E. Water quantities and estimates were updated to support these design changes. 45.3 WSDOT Standard Specification Update – The 2018 Specifications and Amendments were updated from the 2018 WSDOT Standard Specifications to the 2022 WSDOT Standard Specifications required by WSDOT Local Programs. 45.4 Phase 4A/4B combined into one PS&E Submittal – CAD files, Plans, Quantities, and Estimates were combined into one submittal to support the grant efforts and the ultimate decision to construct both phases 4A/4B together. This required the CONSULTANT to combine all the electronic files that included the CAD files, Plans, Quantities, and Estimates. DELIVERABLES: · Updated (combined) 90% Plans, Specification, and Estimates – Delivered to the AGENCY in PDF format · Updated (combined) 100% Plans, Specification, and Estimates – Delivered to the AGENCY in PDF format . AGENDA ITEM #6. m) City of Renton Page 6 of 6 KPG Psomas Inc Rainier Ave S – S 3rd St to NW 3rd Pl Supplement 11 August 2022 TASK 46 – BIDDING PHASE SERVICES 46.1 The CONSULTANT will assist the AGENCY with the preparation of addenda and answer questions during the bidding process. DELIVERABLES · Preparation of Addenda and Provide Answers to Design Questions – Addenda delivered to the AGENCY in Word format (5 assumed) AGENDA ITEM #6. m) EXHIBIT D HOUR AND FEE ESTIMATE Project:City of Renton Rainier Avenue S - S 3rd St to NW 3rd Pl - Supplement 11 August, 2022 Total Fee Engineer Project Survey Project Sr Proj Engr Proj Engr/Dsn Engr Sr CAD Task Manager Manager Manager Surveyor Surveyor Tech Sr Admin Direct Overhead Profit Effective multiplier 82.73$ 82.73$ 82.73$ 54.06$ 64.91$ 54.06$ 43.57$ 45.34$ 43.00$ Hours Labor Cost 173.37% 30% 3.0337 TASK 42 – PROJECT MANAGEMENT FOR SUPPLEMENT 11 42.1 Administration, Coordination and Supervision (17 Months) 0 24 0 0 12 0 0 0 0 36 2,764 4,793 829 $8,386 42.2 Monthly invoicing 0 17 0 0 0 0 0 0 17 34 2,137 3,706 641 $6,484 42.3 Project Meetings (30 Meetings)0 30 8 16 24 16 24 8 0 126 7,840 13,592 2,352 $23,784 0 71 8 16 36 16 24 8 17 196 12,742 22,090 3,823 $38,655 TASK 43 – RIGHT OF WAY SURVEY SUPPORT 43.1 Legals and Exhibits (9)0 1 9 18 1 18 0 0 0 47 2,838 4,921 852 $8,611 43.2 ROW Plan Updates 0 1 8 16 4 32 0 16 0 77 4,325 7,497 1,297 $13,119 0 2 17 34 5 50 0 16 0 124 7,163 12,418 2,149 $21,730 TASK 44 – FRANCHISE/PRIVATE UTILITY DESIGN AND COORDINATION 44.1 Utility Plan, Quantities, and Estimate Revisions 0 24 0 0 120 40 64 0 0 248 14,726 25,530 4,418 $44,673 0 24 0 0 120 40 64 0 0 248 14,726 25,530 4,418 $44,673 TASK 45 – PLAN, SPECIFICATION, AND ESTIMATE REVISIONS 45.1 Private Property Design/Frontage Changes 0 8 0 0 52 32 68 0 0 160 8,730 15,135 2,619 $26,484 45.2 Water System Updates 0 8 0 0 48 88 0 30 0 174 9,895 17,155 2,969 $30,018 45.3 WSDOT Specification Updates 0 16 0 0 40 16 0 0 0 72 4,785 8,296 1,436 $14,516 45.4 Combine Phase 4A/4B 0 0 0 0 48 48 40 88 0 224 11,443 19,839 3,433 $34,715 0 32 0 0 188 184 108 118 0 630 34,853 60,425 10,456 $105,734 TASK 46 – BIDDING PHASE SERVICES 46.1 Bid Support Services 0 8 0 0 30 12 12 0 0 62 3,781 6,555 1,134 $11,470 0 8 0 0 30 12 12 0 0 62 3,781 6,555 1,134 $11,470 0 137 25 50 379 302 208 142 17 1260 $73,264 $127,018 $21,979 $222,261 Task Total SUPPLEMENT 11 - TOTAL HOURS AND TOTAL ESTIMATED FEE Labor Hour Estimate Description Task Total Task Total Task Total Task Total City of Renton Rainier Avenue S-S3rd St to NW 3rd Pl Supplement 11 Page 1 of 1 KPG Psomas Inc August 2022 AGENDA ITEM #6. m) AB - 3191 City Council Regular Meeting - 12 Sep 2022 SUBJECT/TITLE: Environmental Services for Construction, CAG-22-254 with Cowling & Co., LLC for the Rainier Avenue S Corridor Improvements – Phase 4 Project RECOMMENDED ACTION: Refer to Transportation (Aviation) Committee DEPARTMENT: Public Works Transportation Systems Division STAFF CONTACT: Michelle Faltaous, Transportation Project Manager EXT.: 7301 FISCAL IMPACT SUMMARY: This professional services agreement for environmental services for construction with Cowling & Co., LLC totals $240,085.44. The Rainier Avenue S Corridor Improvements – Phase 4 Project 2022 budget after the second quarter adjustment is $23,009,202.51, of which $3,720,000 has been budgeted for constru ction management services. Furthermore, the Public Works Utility Systems Division is participating in the cost sharing of this contract with a total of $26,153 of funding which will be provided by the water utility Fund 425 ($19,087) and the wastewater utility Fund 426 ($7,066). SUMMARY OF ACTION: This professional services agreement retains the services of Cowling & Co., LLC for environmental services during construction of the project. The consultant will provide ongoing environmental compliance reviews of the project during construction. The fo llowing are the tasks to be performed by Cowling & Co., LLC: 1. Provide weekly inspections and assistance in NPDES oversight with the CM team to assure contractor compliance with the City’s NPDES permit. 2. Provide CESCL inspection services for sediment and erosion control measures as needed for all utility work on the project that is not covered by the contractor. 3. Respond to contractor RFI’s concerning environmental issues and commitments. 4. Update environmental documentation as needed to address con struction changes or issues. 5. Provide hazardous material testing for potentially contaminated soils and any associated disposal paperwork needed to landfill and soil and discharge any potentially contaminated stormwater of dewatering water to sewer. 6. Make recommendations for environmental compliance. 7. Obtain a sanitary sewer permit for the discharge of stormwater and groundwater if it fails to meet the requirements to be discharged into surface waters of the State. The Water Utility and Wastewater Utility have infrastructure improvements to be constructed as part of the project. Each utility will pay for their share of the construction cost and contribute to the cost of the environmental services agreement with Cowling & Co., LLC based upon their prorated share of their construction cost and the total project construction cost. The Water Utility and Wastewater Utility have sufficient funding in their approved 2022 Capital Improvement Program budgets to fund their share of the construction management agreement. EXHIBITS: AGENDA ITEM #6. n) A. Agreement STAFF RECOMMENDATION: Authorize the Mayor and City Clerk to execute CAG-22-254 with Cowling & Co., LLC in the amount of $240,085.44 for Environmental Services for Construction of the Rainier Avenue S Corridor Improvements – Phase 4 project. AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Page 1 of 34 Local Agency A&E Professional Services Negotiated Hourly Rate Consultant Agreement Agreement Number: Firm/Organization Legal Name (do not use dba’s): Address Federal Aid Number UBI Number Federal TIN Execution Date Completion Date 1099 Form Required Yes No Federal Participation Yes No Project Title Description of Work Yes No DBE Participation Yes No MBE Participation Yes No WBE Participation Yes No SBE Participation Maximum Amount Payable: Index of Exhibits Exhibit A Exhibit B Exhibit C Exhibit D Exhibit E Exhibit F Exhibit G Exhibit H Exhibit I Exhibit J Scope of Work DBE Participation Preparation and Delivery of Electronic Engineering and Other Data Prime Consultant Cost Computations Sub-consultant Cost Computations Title VI Assurances Certification Documents Liability Insurance Increase Alleged Consultant Design Error Procedures Consultant Claim Procedures CAG-22-254 AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Page 2 of 34 THIS AGREEMENT, made and entered into as shown in the “Execution Date” box on page one (1) of this AGREEMENT, between the _________________________________________________________________, hereinafter called the “AGENCY,” and the “Firm / Organization Name” referenced on page one (1) of this AGREEMENT, hereinafter called the “CONSULTANT.” WHEREAS, the AGENCY desires to accomplish the work referenced in “Description of Work” on page one (1) of this AGREEMENT and hereafter called the “SERVICES;” and does not have sufficient staff to meet the required commitment and therefore deems it advisable and desirable to engage the assistance of a CONSULTANT to provide the necessary SERVICES; and WHEREAS, the CONSULTANT represents that they comply with the Washington State Statutes relating to professional registration, if applicable, and has signified a willingness to furnish consulting services to the AGENCY. NOW, THEREFORE, in consideration of the terms, conditions, covenants, and performance contained herein, or attached and incorporated and made a part hereof, the parties hereto agree as follows: I.General Description of Work The work under this AGREEMENT shall consist of the above-described SERVICES as herein defined, and necessary to accomplish the completed work for this project. The CONSULTANT shall furnish all services, labor, and related equipment and, if applicable, sub-consultants and subcontractors necessary to conduct and complete the SERVICES as designated elsewhere in this AGREEMENT. II.General Scope of Work The Scope of Work and projected level of effort required for these SERVICES is described in Exhibit “A” attached hereto and by this reference made a part of this AGREEMENT. The General Scope of Work was developed utilizing performance based contracting methodologies. III.General Requirements All aspects of coordination of the work of this AGREEMENT with outside agencies, groups, or individuals shall receive advance approval by the AGENCY. Necessary contacts and meetings with agencies, groups, and/or individuals shall be coordinated through the AGENCY. The CONSULTANT shall attend coordination, progress, and presentation meetings with the AGENCY and/or such State, Federal, Community, City, or County officials, groups or individuals as may be requested by the AGENCY. The AGENCY will provide the CONSULTANT sufficient notice prior to meetings requiring CONSULTANT participation. The minimum required hours or days’ notice shall be agreed to between the AGENCY and the CONSULTANT and shown in Exhibit “A.” The CONSULTANT shall prepare a monthly progress report, in a form approved by the AGENCY, which will outline in written and graphical form the various phases and the order of performance of the SERVICES in sufficient detail so that the progress of the SERVICES can easily be evaluated. The CONSULTANT, any sub-consultants, and the AGENCY shall comply with all Federal, State, and local laws, rules, codes, regulations, and all AGENCY policies and directives, applicable to the work to be performed under this AGREEMENT. This AGREEMENT shall be interpreted and construed in accordance with the laws of the State of Washington. AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Page 3 of 14 Participation for Disadvantaged Business Enterprises (DBE) or Small Business Enterprises (SBE), if required, per 49 CFR Part 26, shall be shown on the heading of this AGREEMENT. If DBE firms are utilized at the commencement of this AGREEMENT, the amounts authorized to each firm and their certification number will be shown on Exhibit “B” attached hereto and by this reference made part of this AGREEMENT. If the Prime CONSULTANT is, a DBE certified firm they must comply with the Commercial Useful Function (CUF) regulation outlined in the AGENCY’s “DBE Program Participation Plan” and perform a minimum of 30% of the total amount of this AGREEMENT. It is recommended, but not required, that non-DBE Prime CONSULTANTS perform a minimum of 30% of the total amount of this AGREEMENT. In the absents of a mandatory DBE goal, a voluntary SBE goal amount of ten percent of the Consultant Agreement is established. The Consultant shall develop a SBE Participation Plan prior to commencing work. Although the goal is voluntary, the outreach efforts to provide SBE maximum practicable opportunities are not. The CONSULTANT, on a monthly basis, shall enter the amounts paid to all firms (including Prime) involved with this AGREEMENT into the wsdot.diversitycompliance.com program. Payment information shall identify any DBE Participation. All Reports, PS&E materials, and other data furnished to the CONSULTANT by the AGENCY shall be returned. All electronic files, prepared by the CONSULTANT, must meet the requirements as outlined in Exhibit “C –Preparation and Delivery of Electronic Engineering and other Data.” All designs, drawings, specifications, documents, and other work products, including all electronic files, prepared by the CONSULTANT prior to completion or termination of this AGREEMENT are instruments of service for these SERVICES, and are the property of the AGENCY. Reuse by the AGENCY or by others, acting through or on behalf of the AGENCY of any such instruments of service, not occurring, as a part of this SERVICE, shall be without liability or legal exposure to the CONSULTANT. Any and all notices or requests required under this AGREEMENT shall be made in writing and sent to the other party by (i) certified mail, return receipt requested, or (ii) by email or facsimile, to the address set forth below: If to AGENCY: If to CONSULTANT: Name: Name: Agency: Agency: Address: Address: Ci t y: State: Zip: C i t y: State: Zip: Email: Email: Phone: Phone: Facsimile: Facsimile: IV.Time for Beginning and Completion The CONSULTANT shall not begin any work under the terms of this AGREEMENT until authorized in writing by the AGENCY. All work under this AGREEMENT shall conform to the criteria agreed upon detailed in the AGREEMENT documents. These SERVICES must be completed by the date shown in the heading of this AGREEMENT titled “Completion Date.” The established completion time shall not be extended because of any delays attributable to the CONSULTANT, but may be extended by the AGENCY in the event of a delay attributable to the AGENCY, or because of unavoidable delays caused by an act of GOD, governmental actions, or other conditions beyond the control of the CONSULTANT. A prior supplemental AGREEMENT issued by the AGENCY is required to extend the established completion time. Michelle Faltaous City of Renton City Hall 5th Floor 1055 S. Grady Way Renton WA 98057 MFaltaous@Rentonwa.gov 425-757-1982 Jordan Widener Cowling & Co. LLC dba Widener & Associates 1902 120th Pl SE Suite 202 Everett WA 98208 jordancw@widener-enviro.com 510-725-2291 AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Page 4 of 14 V. Payment Provisions The CONSULTANT shall be paid by the AGENCY for completed SERVICES rendered under this AGREEMENT as provided hereinafter. Such payment shall be full compensation for SERVICES performed or SERVICES rendered and for all labor, materials, supplies, equipment, and incidentals necessary to complete SERVICES. The CONSULTANT shall conform to all applicable portions of 48 CFR Part 31 (www.ecfr.gov). A.Hourly Rates: Hourly rates are comprised of the following elements - Direct (Raw) Labor, Indirect Cost Rate, and Fee (Profit). The CONSULTANT shall be paid by the AGENCY for work done, based upon the negotiated hourly rates shown in Exhibits “D” and “E” attached hereto and by reference made part of this AGREEMENT. These negotiated hourly rates will be accepted based on a review of the CONSULTANT’s direct labor rates and indirect cost rate computations and agreed upon fee. The accepted negotiated rates shall be memorialized in a final written acknowledgment between the parties. Such final written acknowledgment shall be incorporated into, and become a part of, this AGREEMENT. The initially accepted negotiated rates shall be applicable from the approval date, as memorialized in a final written acknowledgment, to 180 days following the CONSULTANT’s fiscal year end (FYE) date. The direct (raw) labor rates and classifications, as shown on Exhibits “D” and “E” shall be subject to renegotiations for each subsequent twelve (12) month period (180 days following FYE date to 180 days following FYE date) upon written request of the CONSULTANT or the AGENCY. The written request must be made to the other party within ninety (90) days following the CONSULTANT’s FYE date. If no such written request is made, the current direct (raw) labor rates and classifications as shown on Exhibits “D” and “E” will remain in effect for the twelve (12) month period. Conversely, if a timely request is made in the manner set forth above, the parties will commence negotiations to determine the new direct (raw) labor rates and classifications that will be applicable for the twelve (12 month period. Any agreed to renegotiated rates shall be memorialized in a final written acknowledgment between the parties. Such final written acknowledgment shall be incorporated into, and become a part of, this AGREEMENT. If requested, the CONSULTANT shall provide current payroll register and classifications to aid in negotiations. If the parties cannot reach an agreement on the direct (raw) labor rates and classifications, the AGENCY shall perform an audit of the CONSULTANT’s books and records to determine the CONSULTANT’s actual costs. The audit findings will establish the direct (raw) labor rates and classifications that will applicable for the twelve (12) month period. The fee as identified in Exhibits “D” and “E” shall represent a value to be applied throughout the life of the AGREEMENT. The CONSULTANT shall submit annually to the AGENCY an updated indirect cost rate within 180 days of the close of its fiscal year. An approved updated indirect cost rate shall be included in the current fiscal year rate under this AGREEMENT, even if/when other components of the hourly rate are not renegotiated. These rates will be applicable for the twelve (12) month period. At the AGENCY’s option, a provisional and/or conditional indirect cost rate may be negotiated. This provisional or conditional indirect rate shall remain in effect until the updated indirect cost rate is completed and approved. Indirect cost rate costs incurred during the provisional or conditional period will not be adjusted. The CONSULTANT may request an extension of the last approved indirect cost rate for the twelve (12) month period. These requests for provisional indirect cost rate and/or extension will be considered on a case-by-case basis, and if granted, will be memorialized in a final written acknowledgment. The CONSULTANT shall maintain and have accessible support data for verification of the components of the hourly rates, i.e., direct (raw) labor, indirect cost rate, and fee (profit) percentage. The CONSULTANT shall bill each employee’s actual classification, and actual salary plus indirect cost rate plus fee. AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Page 5 of 14 A.Direct Non-Salary Costs: Direct Non-Salary Costs will be reimbursed at the actual cost to the CONSULTANT. These charges may include, but are not limited to, the following items: travel, printing, long distance telephone, supplies, computer charges, and fees of sub-consultants. Air or train travel will be reimbursed only to lowest price available, unless otherwise approved by the AGENCY. The CONSULTANT shall comply with the rules and regulations regarding travel costs (excluding air, train, and rental car costs) in accordance with the WSDOT’s Accounting Manual M 13-82, Chapter 10 – Travel Rules and Procedures, and all revisions thereto. Air, train, and rental card costs shall be reimbursed in accordance with 48 Code of Federal Regulations (CFR) Part 31.205-46 “Travel Costs.” The billing for Direct Non-salary Costs shall include an itemized listing of the charges directly identifiable with these SERVICES. The CONSULTANT shall maintain the original supporting documents in their office. Copies of the original supporting documents shall be supplied to the STATE upon request. All above charges must be necessary for the SERVICES provided under this AGREEMENT. B.Maximum Amount Payable: The Maximum Amount Payable by the AGENCY to the CONSULTANT under this AGREEMENT shall not exceed the amount shown in the heading of this AGREEMENT on page one (1.) The Maximum Amount Payable does not include payment for extra work as stipulated in section XIII, “Extra Work.” No minimum amount payable is guaranteed under this AGREEMENT. C.Monthly Progress Payments: Progress payments may be claimed on a monthly basis for all costs authorized in A and B above. Detailed statements shall support the monthly billings for hours expended at the rates established in Exhibit “D,” including names and classifications of all employees, and billings for all direct non-salary expenses. To provide a means of verifying the billed salary costs for the CONSULTANT’s employees, the AGENCY may conduct employee interviews. These interviews may consist of recording the names, titles, salary rates, and present duties of those employees performing work on the SERVICES at the time of the interview. D.Final Payment: Final Payment of any balance due the CONSULTANT of the gross amount earned will be made promptly upon its verification by the AGENCY after the completion of the SERVICES under this AGREEMENT, contingent upon receipt of all PS&E, plans, maps, notes, reports, electronic data, and other related documents, which are required to be furnished under this AGREEMENT. Acceptance of such Final Payment by the CONSULTANT shall constitute a release of all claims for payment, which the CONSULTANT may have against the AGENCY unless such claims are specifically reserved in writing and transmitted to the AGENCY by the CONSULTANT prior to its acceptance. Said Final Payment shall not, however, be a bar to any claims that the AGENCY may have against the CONSULTANT or to any remedies the AGENCY may pursue with respect to such claims. The payment of any billing will not constitute agreement as to the appropriateness of any item and at the time of final audit all required adjustments will be made and reflected in a final payment. In the event that such final audit reveals an overpayment to the CONSULTANT, the CONSULTANT will refund such overpayment to the AGENCY within thirty (30) calendar days of notice of the overpayment. Such refund shall not constitute a waiver by the CONSULTANT for any claims relating to the validity of a finding by the AGENCY of overpayment. Per WSDOT’s “Audit Guide for Consultants,” Chapter 23 “Resolution Procedures,” the CONSULTANT has twenty (20) working days after receipt of the final Post Audit to begin the appeal process to the AGENCY for audit findings E. Inspection of Cost Records: The CONSULTANT and their sub-consultants shall keep available for inspection by representatives of the AGENCY and the United States, for a period of six (6) years after receipt of final payment, the cost records and accounts pertaining to this AGREEMENT and all items related to or bearing upon these records with the following exception: if any litigation, claim or audit arising out of, in connection with, or related to this AGREEMENT is initiated before the expiration of the six (6) year period, the cost records and accounts shall be retained until such litigation, claim, or audit involving the records is completed. An interim or post audit may be performed on this AGREEMENT. The audit, if any, will be performed by the State Auditor, WSDOT’s Internal Audit Office and /or at the request of the AGENCY’s Project Manager. AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Page 6 of 14 VI.Sub-Contracting The AGENCY permits subcontracts for those items of SERVICES as shown in Exhibit “A” attached hereto and by this reference made part of this AGREEMENT. The CONSULTANT shall not subcontract for the performance of any SERVICE under this AGREEMENT without prior written permission of the AGENCY. No permission for subcontracting shall create, between the AGENCY and sub-consultant, any contract or any other relationship. Compensation for this sub-consultant SERVICES shall be based on the cost factors shown on Exhibit “E” attached hereto and by this reference made part of this AGREEMENT. The SERVICES of the sub-consultant shall not exceed its maximum amount payable identified in each sub consultant cost estimate unless a prior written approval has been issued by the AGENCY. All reimbursable direct labor, indirect cost rate, direct non-salary costs and fee costs for the sub-consultant shall be negotiated and substantiated in accordance with section V “Payment Provisions” herein and shall be memorialized in a final written acknowledgment between the parties All subcontracts shall contain all applicable provisions of this AGREEMENT, and the CONSULTANT shall require each sub-consultant or subcontractor, of any tier, to abide by the terms and conditions of this AGREEMENT. With respect to sub-consultant payment, the CONSULTANT shall comply with all applicable sections of the STATE’s Prompt Payment laws as set forth in RCW 39.04.250 and RCW 39.76.011. The CONSULTANT, sub-recipient, or sub-consultant shall not discriminate on the basis of race, color, national origin, or sex in the performance of this AGREEMENT. The CONSULTANT shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the CONSULTANT to carry out these requirements is a material breach of this AGREEMENT, which may result in the termination of this AGREEMENT or such other remedy as the recipient deems appropriate. VII.Employment and Organizational Conflict of Interest The CONSULTANT warrants that they have not employed or retained any company or person, other than a bona fide employee working solely for the CONSULTANT, to solicit or secure this contract, and that it has not paid or agreed to pay any company or person, other than a bona fide employee working solely for the CONSULTANT, any fee, commission, percentage, brokerage fee, gift, or any other consideration, contingent upon or resulting from the award or making of this contract. For breach or violation of this warrant, the AGENCY shall have the right to annul this AGREEMENT without liability or, in its discretion, to deduct from this AGREEMENT price or consideration or otherwise recover the full amount of such fee, commission, percentage, brokerage fee, gift, or contingent fee. Any and all employees of the CONSULTANT or other persons while engaged in the performance of any work or services required of the CONSULTANT under this AGREEMENT, shall be considered employees of the CONSULTANT only and not of the AGENCY, and any and all claims that may arise under any Workmen’s Compensation Act on behalf of said employees or other persons while so engaged, and any and all claims made by a third party as a consequence of any act or omission on the part of the CONSULTANT’s employees or other persons while so engaged on any of the work or services provided to be rendered herein, shall be the sole obligation and responsibility of the CONSULTANT. The CONSULTANT shall not engage, on a full- or part-time basis, or other basis, during the period of this AGREEMENT, any professional or technical personnel who are, or have been, at any time during the period of this AGREEMENT, in the employ of the United States Department of Transportation or the AGENCY, except regularly retired employees, without written consent of the public employer of such person if he/she will be working on this AGREEMENT for the CONSULTANT. Agreement Number: AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Page 7 of 14 VIII. Nondiscrimination During the performance of this AGREEMENT, the CONSULTANT, for itself, its assignees, sub-consultants, subcontractors and successors in interest, agrees to comply with the following laws and regulations: •Title VI of the Civil Rights Act of 1964 (42 U.S.C. Chapter 21 Subchapter V § 2000d through 2000d-4a) •Federal-aid Highway Act of 1973 (23 U.S.C. Chapter 3 § 324) •Rehabilitation Act of 1973 (29 U.S.C. Chapter 16 Subchapter V § 794) •Age Discrimination Act of 1975 (42 U.S.C. Chapter 76 § 6101 et. seq.) •Civil Rights Restoration Act of 1987 (Public Law 100-259) •American with Disabilities Act of 1990 (42 U.S.C. Chapter 126 § 12101 et. seq.) •23 CFR Part 200 •49 CFR Part 21 •49 CFR Part 26 • RCW 49.60.180 In relation to Title VI of the Civil Rights Act of 1964, the CONSULTANT is bound by the provisions of Exhibit “F” attached hereto and by this reference made part of this AGREEMENT, and shall include the attached Exhibit “F” in every sub-contract, including procurement of materials and leases of equipment, unless exempt by the Regulations or directives issued pursuant thereto. IX.Termination of Agreement The right is reserved by the AGENCY to terminate this AGREEMENT at any time with or without cause upon ten (10) days written notice to the CONSULTANT. In the event this AGREEMENT is terminated by the AGENCY, other than for default on the part of the CONSULTANT, a final payment shall be made to the CONSULTANT for actual hours charged at the time of termination of this AGREEMENT, plus any direct non-salary costs incurred up to the time of termination of this AGREEMENT. No payment shall be made for any SERVICES completed after ten (10) days following receipt by the CONSULTANT of the notice to terminate. If the accumulated payment made to the CONSULTANT prior to Notice of Termination exceeds the total amount that would be due when computed as set forth in paragraph two (2) of this section, then no final payment shall be due and the CONSULTANT shall immediately reimburse the AGENCY for any excess paid. If the services of the CONSULTANT are terminated by the AGENCY for default on the part of the CONSULTANT, the above formula for payment shall not apply. In the event of a termination for default, the amount to be paid to the CONSULTANT shall be determined by the AGENCY with consideration given to the actual costs incurred by the CONSULTANT in performing SERVICES to the date of termination, the amount of SERVICES originally required which was satisfactorily completed to date of termination, whether that SERVICE is in a form or a type which is usable to the AGENCY at the time of termination, the cost to the AGENCY of employing another firm to complete the SERVICES required and the time which may be required to do so, and other factors which affect the value to the AGENCY of the SERVICES performed at the time of termination. Under no circumstances shall payment made under this subsection exceed the amount, which would have been made using the formula set forth in paragraph two (2) of this section. If it is determined for any reason, that the CONSULTANT was not in default or that the CONSULTANT’s failure to perform is without the CONSULTANT’s or its employee’s fault or negligence, the termination shall be deemed to be a termination for the convenience of the AGENCY. In such an event, the CONSULTANT would be reimbursed for actual costs in accordance with the termination for other than default clauses listed previously. AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Page 8 of 14 The CONSULTANT shall, within 15 days, notify the AGENCY in writing, in the event of the death of any member, partner, or officer of the CONSULTANT or the death or change of any of the CONSULTANT’s supervisory and/or other key personnel assigned to the project or disaffiliation of any principally involved CONSULTANT employee. The CONSULTANT shall also notify the AGENCY, in writing, in the event of the sale or transfer of 50% or more of the beneficial ownership of the CONSULTANT within 15 days of such sale or transfer occurring. The CONSULTANT shall continue to be obligated to complete the SERVICES under the terms of this AGREEMENT unless the AGENCY chooses to terminate this AGREEMENT for convenience or chooses to renegotiate any term(s) of this AGREEMENT. If termination for convenience occurs, final payment will be made to the CONSULTANT as set forth in the second and third paragraphs of this section. Payment for any part of the SERVICES by the AGENCY shall not constitute a waiver by the AGENCY of any remedies of any type it may have against the CONSULTANT for any breach of this AGREEMENT by the CONSULTANT, or for failure of the CONSULTANT to perform SERVICES required of it by the AGENCY. Forbearance of any rights under the AGREEMENT will not constitute waiver of entitlement to exercise those rights with respect to any future act or omission by the CONSULTANT. X.Changes of Work The CONSULTANT shall make such changes and revisions in the completed work of this AGREEMENT as necessary to correct errors appearing therein, without additional compensation thereof. Should the AGENCY find it desirable for its own purposes to have previously satisfactorily completed SERVICES or parts thereof changed or revised, the CONSULTANT shall make such revisions as directed by the AGENCY. This work shall be considered as Extra Work and will be paid for as herein provided under section XIII “Extra Work.” XI.Disputes Any disputed issue not resolved pursuant to the terms of this AGREEMENT shall be submitted in writing within 10 days to the Director of Public Works or AGENCY Engineer, whose decision in the matter shall be final and binding on the parties of this AGREEMENT; provided however, that if an action is brought challenging the Director of Public Works or AGENCY Engineer’s decision, that decision shall be subject to judicial review. If the parties to this AGREEMENT mutually agree, disputes concerning alleged design errors will be conducted under the procedures found in Exhibit “J”. In the event that either party deem it necessary to institute legal action or proceeding to enforce any right or obligation under this AGREEMENT, this action shall be initiated in the Superior Court of the State of Washington, situated in the county in which the AGENCY is located. The parties hereto agree that all questions shall be resolved by application of Washington law and that the parties have the right of appeal from such decisions of the Superior Court in accordance with the laws of the State of Washington. The CONSULTANT hereby consents to the personal jurisdiction of the Superior Court of the State of Washington, situated in the county in which the AGENCY is located. XII.Legal Relations The CONSULTANT, any sub-consultants, and the AGENCY shall comply with all Federal, State, and local laws, rules, codes, regulations and all AGENCY policies and directives, applicable to the work to be performed under this AGREEMENT. This AGREEMENT shall be interpreted and construed in accordance with the laws of the State of Washington. The CONSULTANT shall defend, indemnify, and hold the State of Washington (STATE) and the AGENCY and their officers and employees harmless from all claims, demands, or suits at law or equity arising in whole or in part from the negligence of, or the breach of any obligation under this AGREEMENT by, the CONSULTANT or the CONSULTANT’s agents, employees, sub consultants, subcontractors or vendors, of any tier, or any other persons for whom the CONSULTANT may be legally liable; provided that nothing herein shall require a CONSULTANT AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Page 9 of 14 to defend or indemnify the STATE and the AGENCY and their officers and employees against and hold harmless the STATE and the AGENCY and their officers and employees from claims, demands or suits based solely upon the negligence of, or breach of any obligation under this AGREEMENT by the STATE and the AGENCY, their agents, officers, employees, sub-consultants, subcontractors or vendors, of any tie , or any other persons for whom the STATE and /or the AGENCY may be legally liable; and provided further that if the claims or suits are caused by or result from the concurrent negligence of (a) the CONSULTANT or the CONSULTANT’s agents, employees, sub-consultants, subcontractors or vendors, of any tier, or any other persons for whom the CONSULTANT is legally liable, and (b) the STATE and/or AGENCY, their agents, officers, employees, sub-consultants, subcontractors and or vendors, of any tier, or any other persons for whom the STATE and/or AGENCY may be legally liable, the defense and indemnity obligation shall be valid and enforceable only to the extent of the CONSULTANT’s negligence or the negligence of the CONSULTANT’s agents, employees, sub-consultants, subcontractors or vendors, of any tier, or any other persons for whom the CONSULTANT may be legally liable. This provision shall be included in any AGREEMENT between CONSULTANT and any sub-consultant, subcontractor and vendor, of any tier. The CONSULTANT shall also defend, indemnify, and hold the STATE and the AGENCY and their officers and employees harmless from all claims, demands, or suits at law or equity arising in whole or in part from the alleged patent or copyright infringement or other allegedly improper appropriation or use of trade secrets, patents, proprietary information, know-how, copyright rights or inventions by the CONSULTANT or the CONSULTANT’s agents, employees, sub-consultants, subcontractors or vendors, of any tier, or any other persons for whom the CONSULTANT may be legally liable, in performance of the Work under this AGREEMENT or arising out of any use in connection with the AGREEMENT of methods, processes, designs, information or other items furnished or communicated to STATE and/or the AGENCY, their agents, officers and employees pursuant to the AGREEMENT; provided that this indemnity shall not apply to any alleged patent or copyright infringement or other allegedly improper appropriation or use of trade secrets, patents, proprietary information, know-how, copyright rights or inventions resulting from STATE and/or AGENCY’s, their agents’, officers and employees’ failure to comply with specific written instructions regarding use provided to STATE and/or AGENCY, their agents, officers and employees by the CONSULTANT, its agents, employees, sub- consultants, subcontractors or vendors, of any tier, or any other persons for whom the CONSULTANT may be legally liable. The CONSULTANT’s relation to the AGENCY shall be at all times as an independent contractor. Notwithstanding any determination by the Executive Ethics Board or other tribunal, the AGENCY may, in its sole discretion, by written notice to the CONSULTANT terminate this AGREEMENT if it is found after due notice and examination by the AGENCY that there is a violation of the Ethics in Public Service Act, Chapter 42.52 RCW; or any similar statute involving the CONSULTANT in the procurement of, or performance under, this AGREEMENT. The CONSULTANT specifically assumes potential liability for actions brought by the CONSULTANT’s own employees or its agents against the STATE and/or the AGENCY and, solely for the purpose of this indemnification and defense, the CONSULTANT specifically waives any immunity under the state industrial insurance law, Title 51 RCW. The Parties have mutually negotiated this waiver. Unless otherwise specified in this AGREEMENT, the AGENCY shall be responsible for administration of construction contracts, if any, on the project. Subject to the processing of a new sole source, or an acceptable supplemental AGREEMENT, the CONSULTANT shall provide On-Call assistance to the AGENCY during contract administration. By providing such assistance, the CONSULTANT shall assume no responsibility for proper construction techniques, job site safety, or any construction contractor’s failure to perform its work in accordance with the contract documents. The CONSULTANT shall obtain and keep in force during the terms of this AGREEMENT, or as otherwise required, the following insurance with companies or through sources approved by the State Insurance Commissioner pursuant to Title 48 RCW. AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Page 10 of 14 Insurance Coverage A.Worker’s compensation and employer’s liability insurance as required by the STATE. B.Commercial general liability insurance written under ISO Form CG 00 01 12 04 or its equivalent with minimum limits of one million dollars ($1,000,000.00) per occurrence and two million dollars ($2,000,000.00) in the aggregate for each policy period. C.Business auto liability insurance written under ISO Form CG 00 01 10 01 or equivalent providing coverage for any “Auto” (S ymbol 1) used in an amount not less than a one million dollar ($1,000,000.00) combined single limit for each occurrence. Excepting the Worker’s Compensation Insurance and any Professional Liability Insurance, the STATE and AGENCY, their officers, employees, and agents will be named on all policies of CONSULTANT and any sub- consultant and/or subcontractor as an additional insured (the “AIs”), with no restrictions or limitations concerning products and completed operations coverage. This coverage shall be primary coverage and non- contributory and any coverage maintained by the AIs shall be excess over, and shall not contribute with, the additional insured coverage required hereunder. The CONSULTANT’s and the sub-consultant’s and/or subcontractor’s insurer shall waive any and all rights of subrogation against the AIs. The CONSULTANT shall furnish the AGENCY with verification of insurance and endorsements required by this AGREEMENT. The AGENCY reserves the right to require complete, certified copies of all required insurance policies at any time. All insurance shall be obtained from an insurance company authorized to do business in the State of Washington. The CONSULTANT shall submit a verification of insurance as outlined above within fourteen (14) days of the execution of this AGREEMENT to: Name: Agency: Address: Ci t y: State: Zip: Email: Phone: Facsimile: No cancellation of the foregoing policies shall be effective without thirty (30) days prior notice to the AGENCY. The CONSULTANT’s professional liability to the AGENCY, including that which may arise in reference to section IX “Termination of Agreement” of this AGREEMENT, shall be limited to the accumulative amount of the authorized AGREEMENT or one million dollars ($1,000,000.00), whichever is greater, unless the limit of liability is increased by the AGENCY pursuant to Exhibit H. In no case shall the CONSULTANT’s professional liability to third parties be limited in any w a y. The parties enter into this AGREEMENT for the sole benefit of the parties, and to the exclusion of any third part, and no third party beneficiary is intended or created by the execution of this AGREEMENT. The AGENCY will pay no progress payments under section V “Payment Provisions” until the CONSULTANT has fully complied with this section. This remedy is not exclusive; and the AGENCY may take such other action as is available to it under other provisions of this AGREEMENT, or otherwise in law. 95057 AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Page 11 of 14 XIII.Extra Work A.The AGENCY may at any time, by written order, make changes within the general scope of this AGREEMENT in the SERVICES to be performed. B.If any such change causes an increase or decrease in the estimated cost of, or the time required for, performance of any part of the SERVICES under this AGREEMENT, whether or not changed by the order, or otherwise affects any other terms and conditions of this AGREEMENT, the AGENCY shall make an equitable adjustment in the: (1) maximum amount payable; (2) delivery or completion schedule, or both; and (3) other affected terms and shall modify this AGREEMENT accordingly. C.The CONSULTANT must submit any “request for equitable adjustment,” hereafter referred to as “CLAIM,” under this clause within thirty (30) days from the date of receipt of the written order. However, if the AGENCY decides that the facts justify it, the AGENCY may receive and act upon a CLAIM submitted before final payment of this AGREEMENT. D.Failure to agree to any adjustment shall be a dispute under the section XI “Disputes” clause. However, nothing in this clause shall excuse the CONSULTANT from proceeding with the AGREEMENT as changed. E.Notwithstanding the terms and conditions of paragraphs (A.) and (B.) above, the maximum amount payable for this AGREEMENT, shall not be increased or considered to be increased except by specific written supplement to this AGREEMENT. XIV.Endorsement of Plans If applicable, the CONSULTANT shall place their endorsement on all plans, estimates, or any other engineering data furnished by them. XV.Federal Review The Federal Highway Administration shall have the right to participate in the review or examination of the SERVICES in progress. XVI.Certification of the Consultant and the Agency Attached hereto as Exhibit “G-1(a and b)” are the Certifications of the CONSULTANT and the AGENCY, Exhibit “G-2” Certification Regarding Debarment, Suspension and Other Responsibility Matters - Primary Covered Transactions, Exhibit “G-3” Certification Regarding the Restrictions of the Use of Federal Funds for Lobbying and Exhibit “G-4” Certificate of Current Cost or Pricing Data. Exhibit “G-3” is required only in AGREEMENT’s over one hundred thousand dollars ($100,000.00) and Exhibit “G-4” is required only in AGREEMENT’s over five hundred thousand dollars ($500,000.00.) These Exhibits must be executed by the CONSULTANT, and submitted with the master AGREEMENT, and returned to the AGENCY at the address listed in section III “General Requirements” prior to its performance of any SERVICES under this AGREEMENT. XVII.Complete Agreement This document and referenced attachments contain all covenants, stipulations, and provisions agreed upon by the parties. No agent, or representative of either party has authority to make, and the parties shall not be bound by or be liable for, any statement, representation, promise or agreement not set forth herein. No changes, amendments, or modifications of the terms hereof shall be valid unless reduced to writing and signed by the parties as a supplement to this AGREEMENT. XVIII.Execution and Acceptance This AGREEMENT may be simultaneously executed in several counterparts, each of which shall be deemed to be an original having identical legal effect. The CONSULTANT does hereby ratify and adopt all statements, representations, warranties, covenants, and AGREEMENT’s contained in the proposal, and the supporting material submitted by the CONSULTANT, and does hereby accept this AGREEMENT and agrees to all of the terms and conditions thereof. AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Page 12 of 14 XIX.Protection of Confidential Information The CONSULTANT acknowledges that some of the material and information that may come into its possession or knowledge in connection with this AGREEMENT or its performance may consist of information that is exempt from disclosure to the public or other unauthorized persons under either chapter 42.56 RCW or other local, state, or federal statutes (“State’s Confidential Information”). The “State’s Confidential Information” includes, but is not limited to, names, addresses, Social Security numbers, e-mail addresses, telephone numbers, financial profiles credit card information, driver’s license numbers, medical data, law enforcement records (or any other information identifiable to an individual), STATE and AGENCY source code or object code, STATE and AGENCY security data, non-public Specifications, STATE and AGENCY non-publicly available data, proprietary software, STATE and AGENCY security data, or information which may jeopardize any part of the project that relates to any of these types of information. The CONSULTANT agrees to hold the State’s Confidential Information in strictest confidence and not to make use of the State’s Confidential Information for any purpose other than the performance of this AGREEMENT, to release it only to authorized employees, sub- consultants or subcontractors requiring such information for the purposes of carrying out this AGREEMENT, and not to release, divulge, publish, transfer, sell, disclose, or otherwise make it known to any other party without the AGENCY’s express written consent or as provided by law. The CONSULTANT agrees to release such information or material only to employees, sub-consultants or subcontractors who have signed a nondisclosure AGREEMENT, the terms of which have been previously approved by the AGENCY. The CONSULTANT agrees to implement physical, electronic, and managerial safeguards to prevent unauthorized access to the State’s Confidential Information. Immediately upon expiration or termination of this AGREEMENT, the CONSULTANT shall, at the AGENCY’s option: (i) certify to the AGENCY that the CONSULTANT has destroyed all of the State’s Confidential Information; or (ii) returned all of the State’s Confidential Information to the AGENCY; or (iii) take whatever other steps the AGENCY requires of the CONSULTANT to protect the State’s Confidential Information. As required under Executive Order 00-03, the CONSULTANT shall maintain a log documenting the following: the State’s Confidential Information received in the performance of this AGREEMENT; the purpose(s) for which the State’s Confidential Information was received; who received, maintained, and used the State’s Confidential Information; and the final disposition of the State’s Confidential Information. The CONSULTANT’s records shall be subject to inspection, review, or audit upon reasonable notice from the AGENCY. The AGENCY reserves the right to monitor, audit, or investigate the use of the State’s Confidential Information collected, used, or acquired by the CONSULTANT through this AGREEMENT. The monitoring, auditing, or investigating may include, but is not limited to, salting databases. Violation of this section by the CONSULTANT or its sub-consultants or subcontractors may result in termination of this AGREEMENT and demand for return of all State’s Confidential Information, monetary damages, or penalties It is understood and acknowledged that the CONSULTANT may provide the AGENCY with information, which is proprietary and/or confidential during the term of this AGREEMENT. The parties agree to maintain the confidentiality of such information during the term of this AGREEMENT and afterwards. All materials containing such proprietary and/or confidential information shall be clearly identified and marked as “Confidential” and shall be returned to the disclosing party at the conclusion of the SERVICES under this AGREEMENT. AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Page 13 of 14 The CONSULTANT shall provide the AGENCY with a list of all information and materials it considers confidential and/or proprietary in nature: (a) at the commencement of the term of this AGREEMENT, or (b) as soon as such confidential or proprietary material is developed. “Proprietary and/or confidential information” is not meant to include any information which, at the time of its disclosure: (i) is already known to the other party; (ii) is rightfully disclosed to one of the parties by a third party that is not acting as an agent or representative for the other party; (iii) is independently developed by or for the other party; (iv) is publicly known; or (v) is generally utilized by unaffiliated third parties engaged in the same business or businesses as the CONSULTANT. The parties also acknowledge that the AGENCY is subject to Washington State and federal public disclosure laws. As such, the AGENCY shall maintain the confidentiality of all such information marked proprietary and or confidential or otherwise exempt, unless such disclosure is required under applicable state or federal law. If a public disclosure request is made to view materials identified as “Proprietary and/or confidential information” or otherwise exempt information, the AGENCY will notify the CONSULTANT of the request and of the date that such records will be released to the requester unless the CONSULTANT obtains a court order from a court of competent jurisdiction enjoining that disclosure. If the CONSULTANT fails to obtain the court order enjoining disclosure, the AGENCY will release the requested information on the date specified. The CONSULTANT agrees to notify the sub-consultant of any AGENCY communication regarding disclosure that may include a sub-consultant’s proprietary and/or confidential information. The CONSULTANT notification to the sub-consultant will include the date that such records will be released by the AGENCY to the requester and state that unless the sub-consultant obtains a court order from a court of competent jurisdiction enjoining that disclosure the AGENCY will release the requested information. If the CONSULTANT and/or sub-consultant fail to obtain a court order or other judicial relief enjoining the AGENCY by the release date, the CONSULTANT shall waive and release and shall hold harmless and indemnify the AGENCY from all claims of actual or alleged damages, liabilities, or costs associated with the AGENCY’s said disclosure of sub- consultants’ information. XX.Records Maintenance During the progress of the Work and SERVICES provided hereunder and for a period of not less than six (6) years from the date of final payment to the CONSULTANT, the CONSULTANT shall keep, retain, and maintain all “documents” pertaining to the SERVICES provided pursuant to this AGREEMENT. Copies of all “documents” pertaining to the SERVICES provided hereunder shall be made available for review at the CONSULTANT’s place of business during normal working hours. If any litigation, claim, or audit is commenced, the CONSULTANT shall cooperate with AGENCY and assist in the production of all such documents. “Documents” shall be retained until all litigation, claims or audit findings have been resolved even though such litigation, claim, or audit continues past the six (6) year retention period. For purposes of this AGREEMENT, “documents” means every writing or record of every type and description, including electronically stored information (“ESI”), that is in the possession, control, or custody of the CONSULTANT, including, without limitation, any and all correspondences, contracts, AGREEMENTs, appraisals, plans, designs, data, surveys, maps, spreadsheets, memoranda, stenographic or handwritten notes, reports, records, telegrams, schedules, diaries, notebooks, logbooks, invoices, accounting records, work sheets, charts, notes, drafts, scribblings, recordings, visual displays, photographs, minutes of meetings, tabulations, computations, summaries, inventories, and writings regarding conferences, conversations or telephone conversations, and any and all other taped, recorded, written, printed or typed matters of any kind or description; every copy of the foregoing whether or not the original is in the possession, custody, or control of the CONSULTANT, and every copy of any of the foregoing, whether or not such copy is a copy identical to an original, or whether or not such copy contains any commentary or notation whatsoever that does not appear on the original. AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Page 14 of 14 For purposes of this AGREEMENT, “ESI” means an y and all computer data or electronic recorded media of any kind, including “Native Files”, that are stored in any medium from which it can be retrieved and examined, either directly or after translation into a reasonably useable form. ESI may include information and/or documentation stored in various software programs such as Email, Outlook, Word, Excel, Access, Publisher, PowerPoint, Adobe Acrobat, SQL databases, or any other software or electronic communication programs or databases that the CONSULTANT may use in the performance of its operations. ESI may be located on network servers, backup tapes, smart phones, thumb drives, CDs, DVDs, floppy disks, work computers, cell phones, laptops, or any other electronic device that CONSULTANT uses in the performance of its Work or SERVICES hereunder, including any personal devices used by the CONSULTANT or any sub-consultant at home. “Native files” are a subset of ESI and refer to the electronic format of the application in which such ESI is normally created, viewed, and /or modified The CONSULTANT shall include this section XX “Records Maintenance” in every subcontract it enters into in relation to this AGREEMENT and bind the sub-consultant to its terms, unless expressly agreed to otherwise in writing by the AGENCY prior to the execution of such subcontract. In witness whereof, the parties hereto have executed this AGREEMENT as of the day and year shown in the “Execution Date” box on page one (1) of this AGREEMENT. Signature Date Signature Date Any modification, change, or reformation of this AGREEMENT shall require approval as to form by the Office of the Attorney General. AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Exhibit A Scope of Work Project No. See Attached AGENDA ITEM #6. n) Exhibit A Rainier Ave S Corridor Improvements - Phase 4 Project Scope of Work Environmental Services for Construction PROJECT UNDERSTANDING The City of Renton is currently undertaking roadway improvements for the Rainer Ave S Phase 4 project. This project will extend the improvements from S 3rd St to NW 3rd Pl. Project elements include sidewalk widening with streetscaping, adding pedestrian-scale illumination, adding a pedestrian actuated traffic signal, upgrading existing traffic signals, transit facility improvements, planted buffer strips and landscaped medians. Also, the project includes a ped/bike path on the east side of Rainier Ave N, between Airport Way and NW 3rd Pl. This scope of work provides for the ongoing environmental compliance reviews of the project during construction. The work will be performed in accordance with the WSDOT LAG manual. The following tasks identify the work needed: TASKS: 1.Provide weekly inspections and assistance in NPDES oversight with the CM team to assure contractor compliance with the City’s NPDES permit. 2.Provide CESCL inspection services as needed for all utility work on the project that is not covered by the contractor. 3.Respond to contractor RFI’s concerning environmental issues and commitments. 4.Update environmental documentation as needed to address construction changes or issues. 5.Provide hazardous material testing for potentially contaminated soils and any associated disposal paperwork needed to landfill and soil and discharge any potentially contaminated stormwater of dewatering water to sewer. 6.Make recommendations for environmental compliance. 7.Obtain a sanitary sewer permit for the discharge of stormwater and groundwater is not fails to meet the requirements to be discharged into surface waters of the State. DELIVERABLES 1.Notes and email recommendations or correspondence. 2.Disposal approvals and paperwork needed for contaminated materials which test above MTCA Method A Soils for Residential Use. 3.Weekly NPDES reports. 4.Water quality testing for all sanitary sewer discharges. AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Exhibit B DBE Participation Plan In the absents of a mandatory DBE goal, a voluntary SBE goal amount of ten percent of the Consultant Agreement is established. The Consultant shall develop a SBE Participation Plan prior to commencing work. Although the goal is voluntary, the outreach efforts to provide SBE maximum practicable opportunities are not. AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Exhibit C Preparation and Delivery of Electronic Engineering and Other Data In this Exhibit the agency, as applicable, is to provide a description of the format and standards the consultant is to use in preparing electronic files for transmission to the agency. The format and standards to be provided may include, but are not limited to, the following: I.Surveying, Roadway Design & Plans Preparation Section A.Survey Data B.Roadway Design Files C.Computer Aided Drafting Files Not Applicable Not Applicable Not Applicable AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 D.Specify the Agency’s Right to Review Product with the Consultant E.Specify the Electronic Deliverables to Be Provided to the Agenc y F.Specify What Agency Furnished Services and Information Is to Be Provided Agency retains the rights to review all deliverables listed in the Scope of Work as shown in Exhibit A. SEE EXHIBIT A. SEE EXHIBIT A. AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 II.Any Other Electronic Files to Be Provided III.Methods to Electronically Exchange Data SEE EXHIBIT A. E-Mail or Flash Drive AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 A.Agency Software Suite B.Electronic Messaging System C.File Transfers Format AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Exhibit D Prime Consultant Cost Computations See Attached AGENDA ITEM #6. n) Project Name: Client: Location: Exibit B Rainier Ave S Corridor Improvments - Phase 4 Michelle Faltaous - City of Renton Renton, WA Date 5/2/2022 Project Manager Project Biologist Senior Biologist Hours Hours Hours Constuction Management NEPA complaince followup 120 40 60 NPDES Reporting 8 5 10 NPDES Inspection and Assistance 8 5 768 Hazmat testing and Coordiantion Soils 24 80 Hazmat testing and Coordiantion Water 24 40 120 Total hours 184 90 1038 Summary Hours Rate Cost Project Manager 184 $170.40 $31,353.60 Project Biologist 90 $84.00 $7,560.00 Senior Biologist 1038 $132.00 $137,016.00 Mileage Rate .585 per mi Miles 7104 $4,155.84 Lab Testing $60,000 Total Labor $175,929.60 TOTAL ESTIMATED COST $240,085.44 Widener & Associates DGK Inc.1902 120th Place SE Suite 202 Everett, WA 98208 AGENDA ITEM #6. n) Job Classifications Min.Max.Min.Max.Min.Max.Min.Max. Project Manager $71.00 $75.00 $78.10 $82.50 $21.30 $22.50 $170.40 $180.00 Senior Project Specialist/Biologist $35.00 $55.00 $38.50 $60.50 $10.50 $16.50 $84.00 $132.00 Project Specialist/Biologist $17.00 $35.00 $18.70 $38.50 $5.10 $10.50 $40.80 $84.00 Administrative Staff $15.00 $25.00 $16.50 $27.50 $4.50 $7.50 $36.00 $60.00 Actual Not to Exceed Table Cowling & Company LLC DBA Widener & Associates Project Coordination Services All Inclusive Hourly Billing Rate NTE Direct Labor Rate NTE* Overhead 110% NTE Fixed Fee 30% NTE 2022 Rates 2022 Widener Associates AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Exhibit E Sub-consultant Cost Computations If no sub-consultant participation listed at this time. The CONSULTANT shall not sub-contract for the performance of any work under this AGREEMENT without prior written permission of the AGENCY. Refer to section VI “Sub-Contracting” of this AGREEMENT. AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Exhibit F - Title VI Assurances Appendix A & E APPENDIX A During the performance of this contract, the contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the "contractor") agrees as follows: 1.Compliance with Regulations: The contractor (hereinafter includes consultants) will comply with the Acts and the Regulations relative to Non-discrimination in Federally-assisted programs of the U.S. Department of Transportation, (Title of Modal Operating Administration), as they may be amended from time to time, which are herein incorporated by reference and made a part of this contract. 2.Non-discrimination: The contractor, with regard to the work performed by it during the contract, will not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor will not participate directly or indirectly in the discrimination prohibited by the Acts and the Regulations, including employment practices when the contract covers any activity, project, or program set forth in Appendix B of 49 CFR Part 21. [Include Modal Operating Administration specific program requirements.] 3.Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In all solicitations, either by competitive bidding, or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or supplier will be notified by the contractor of the contractor's obligations under this contract and the Acts and the Regulations relative to Non-discrimination on the grounds of race, color, or national origin. [Include Modal Operating Administration specific program requirements.] 4.Information and Reports: The contractor will provide all information and reports required by the Acts, the Regulations, and directives issued pursuant thereto and will permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Recipient or the (Title of Modal Operating Administration) to be pertinent to ascertain compliance with such Acts, Regulations, and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish the information, the contractor will so certify to the Recipient or the (Title of Modal Operating Administration), as appropriate, and will set forth what efforts it has made to obtain the information. 5.Sanctions for Noncompliance: In the event of a contractor's noncompliance with the Non- discrimination provisions of this contract, the Recipient will impose such contract sanctions as it or the (Title of Modal Operating Administration) may determine to be appropriate, including, but not limited to: a.withholding payments to the contractor under the contract until the contractor complies; and/or b.cancelling, terminating, or suspending a contract, in whole or in part. 6.Incorporation of Provisions: The contractor will include the provisions of paragraphs one through six in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Acts, the Regulations and directives issued pursuant thereto. The contractor will take action with respect to any subcontract or procurement as the Recipient or the (Title of Modal Operating Administration) may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the contractor becomes involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the contractor may request the Recipient to enter into any litigation to protect the interests of the Recipient. In addition, the contractor may request the United States to enter into the litigation to protect the interests of the United States. AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Exhibit F - Title VI Assurances Appendix A & E APPENDIX E During the performance of this contract, the contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the "contractor") agrees to comply with the following non-discrimination statutes and authorities; including but not limited to: Pertinent Non-Discrimination Authorities: •Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part 21. •The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects); •Federal-Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.), (prohibits discrimination on the basis of sex); •Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 CFR Part 27; •The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), (prohibits discrimination on the basis of age); •Airport and Airway Improvement Act of 1982, (49 USC § 471, Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); •The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms "programs or activities" to include all of the programs or activities of the Federal-aid recipients, sub-recipients and contractors, whether such programs or activities are Federally funded or not); •Titles II and III of the Americans with Disabilities Act, which prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities (42 U.S.C. §§ 12131-12189) as implemented by Department of Transportation regulations at 49 C.F.R. parts 37 and 38; •The Federal Aviation Administration's Non-discrimination statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); •Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations, which ensures discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations; •Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100); •Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq). AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Exhibit G Certification Document Exhibit G-1(a) Certification of Consultant Exhibit G-1(b) Certification of Exhibit G-2 Exhibit G-3 Certification Regarding Debarment, Suspension and Other Responsibility Matters - Primary Covered Transactions Certification Regarding the Restrictions of the Use of Federal Funds for Lobbying Certificate of Current Cost or Pricing Data Exhibit G-4 AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Exhibit G-1(a) Certification of Consultant I hereby certify that I am the and duly authorized representative of the firm of Cowling & Co. LLC whose address is 1902 120th Place SE Suite 202 Everett, WA 98208 and that neither the above firm nor I have a)Employed or retained for a commission, percentage, brokerage, contingent fee, or other consideration, any firm or person (other than a bona fide employee working solely for me or the above CONSULTANT) to solicit or secure this AGREEMENT; b)Agreed, as an express or implied condition for obtaining this contract, to employ or retain the services of any firm or person in connection with carrying out this AGREEMENT; or c)Paid, or agreed to pay, to any firm, organization or person (other than a bona fide employee working solely for me or the above CONSULTANT) any fee, contribution, donation, or consideration of any kind for, or in connection with, procuring or carrying out this AGREEMENT; except as hereby expressly stated (if any); I acknowledge that this certificate is to be furnished to the _________________________________________ and the Federal Highway Administration, U.S. Department of Transportation in connection with this AGREEMENT involving participation of Federal-aid highway funds, and is subject to applicable State and Federal laws, both criminal and civil. Consultant (Firm Name) Signature (Authorized Official of Consultant) Date City of Renton Cowling & Co. LLC 08/03/2022 AGENDA ITEM #6. n) AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Exhibit G-2 Certification Regarding Debarment Suspension and Other Responsibility Matters - Primary Covered Transactions I.The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals: A.Are not presentl y debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; B.Have not within a three (3) year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) transaction or contract under a public transaction; violation of Federal or State anti-trust statues or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; C.Are not presentl y indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State, or local) with commission of any of the offenses enumerated in paragraph (1)(b) of this certification; an D.Have not within a three (3) year period preceding this application / proposal had one or more public transactions (Federal, State and local) terminated for cause or default. II.Where the prospective primary participant is unable to certify to any of the statements in this certification such prospective participant shall attach an explanation to this proposal. Consultant (Firm Name) Signature (Authorized Official of Consultant) Date Cowling & Co. LLC 08/03/2022 AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Exhibit G-3 Certification Regarding the Restrictions of the Use of Federal Funds for Lobbying The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: 1.No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or any employee of a Member of Congress in connection with the awarding of an y Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative AGREEMENT, and the extension, continuation, renewal, amendment, or modification of Federal contract, grant, loan or cooperative AGREEMENT. 2.If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan or cooperative AGREEMENT, the undersigned shall complete and submit Standard Form - LLL, “Disclosure Form to Report Lobbying,” in accordance with its instructions. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the require certification shall be subject to a civil penalty of not less than $10,000.00, and not more than $100,000.00 for each such failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier sub-contracts, which exceed $100,000 and that all such sub-recipients shall certify and disclose accordingly. Consultant (Firm Name) Signature (Authorized Official of Consultant) Date Cowling & Co. LLC 08/03/2022 AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Exhibit G-4 Certification of Current Cost or Pricing Data This is to certify that, to the best of my knowledge and belief, the cost or pricing data (as defined in section of the Federal Acquisition Regulation (FAR) and required under FAR subsection 15.403-4) submitted, either actually or by specific identification in writing, to the Contracting Officer or to the Contracting Officer’s representative in support of ______________________________________* are accurate, complete, and current as of ______________________________________________**. This certification includes the cost or pricing data supporting any advance AGREEMENT’s and forward pricing rate AGREEMENT’s between the offer or and the Government that are part of the proposal. Firm: ___________________________________________________________________________ Signature Title Date of Execution __________________________________________________________***: *Identify the proposal, quotation, request for pricing adjustment, or other submission involved, giving the appropriate identifying number (e.g. project title.) **Insert the day, month, and year, when price negotiations were concluded and price AGREEMENT was reached. ***Insert the day, month, and year, of signing, which should be as close as practicable to the date when the price negotiations were concluded and the contract price was agreed to. President Cowling & Co. LLC AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Exhibit H Liability Insurance Increase To Be Used Only If Insurance Requirements Are Increased The professional liability limit of the CONSULTANT to the AGENCY identified in Section XII, Legal Relations and Insurance of this Agreement is amended to $ _______________________ . The CONSULTANT shall provide Professional Liability insurance with minimum per occurrence limits in the amount of $ __________________________________. Such insurance coverage shall be evidenced by one of the following methods: •Certificate of Insurance •Self-insurance through an irrevocable Letter of Credit from a qualified financial institution Self-insurance through documentation of a separate fund established exclusively for the payment of professional liability claims, including claim amounts already reserved against the fund, safeguards established for payment from the fund, a copy of the latest annual financial statements, and disclosure of the investment portfolio for those funds. Should the minimum Professional Liability insurance limit required by the AGENCY as specified above exceed $1 million per occurrence or the value of the contract, whichever is greater, then justification shall be submitted to the Federal Highway Administration (FHWA) for approval to increase the minimum insurance limit. If FHWA approval is obtained, the AGENCY may, at its own cost, reimburse the CONSULTANT for the additional professional liability insurance required. Notes: Cost of added insurance requirements: $ ___________________________. •Include all costs, fee increase, premiums. •This cost shall not be billed against an FHWA funded project. •For final contracts, include this exhibit ______________________________________________________________________ AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Exhibit I Alleged Consultant Design Error Procedures The purpose of this exhibit is to establish a procedure to determine if a consultant has alleged design error is of a nature that exceeds the accepted standard of care. In addition, it will establish a uniform method for the resolution and/or cost recovery procedures in those instances where the agency believes it has suffered some material damage due to the alleged error by the consultant. Step 1 Potential Consultant Design Error(s) is Identified by Agency’s Project Manager At the first indication of potential consultant design error(s), the first step in the process is for the Agency’s project manager to notify the Director of Public Works or Agency Engineer regarding the potential design error(s). For federally funded projects, the Region Local Programs Engineer should be informed and involved in these procedures. (Note: The Director of Public Works or Agency Engineer may appoint an agency staff person other than the project manager, who has not been as directly involved in the project, to be responsible for the remaining steps in these procedures.) Step 2 Project Manager Documents the Alleged Consultant Design Error(s) After discussion of the alleged design error(s) and the magnitude of the alleged error(s), and with the Director of Public Works or Agency Engineer’s concurrence, the project manager obtains more detailed documentation than is normally required on the project. Examples include all decisions and descriptions of work, photographs, records of labor, materials, and equipment. Step 3 Contact the Consultant Regarding the Alleged Design Error(s) If it is determined that there is a need to proceed further, the next step in the process is for the project manager to contact the consultant regarding the alleged design error(s) and the magnitude of the alleged error(s). The project manager and other appropriate agency staff should represent the agency and the consultant should be represented by their project manager and any personnel (including sub-consultants) deemed appropriate for the alleged design error(s) issue. Step 4 Attempt to Resolve Alleged Design Error with Consultant After the meeting(s) with the consultant have been completed regarding the consultant’s alleged design error(s), there are three possible scenarios: •It is determined via mutual agreement that there is not a consultant design error(s). If this is the case, then the process will not proceed beyond this point. •It is determined via mutual agreement that a consultant design error(s) occurred. If this is the case, then the Director of Public Works or Agency Engineer, or their representatives, negotiate a settlement with the consultant. The settlement would be paid to the agency or the amount would be reduced from the consultant’s agreement with the agency for the services on the project in which the design error took place. The agency is to provide LP, through the Region Local Programs Engineer, a summary of the settlement for review and to make adjustments, if any, as to how the settlement affects federal reimbursements. No further action is required. •There is not a mutual agreement regarding the alleged consultant design error(s). The consultant may request that the alleged design error(s) issue be forwarded to the Director of Public Works or Agency Engineer for review. If the Director of Public Works or Agency Engineer, after review with their legal counsel, is not able to reach mutual agreement with the consultant, proceed to Step 5. AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Step 5 Forward Documents to Local Programs For federally funded projects, all available information, including costs, should be forwarded through the Region Local Programs Engineer to LP for their review and consultation with the FHWA. LP will meet with representatives of the agency and the consultant to review the alleged design error(s), and attempt to find a resolution to the issue. If necessary, LP will request assistance from the Attorney General’s Office for legal interpretation. LP will also identify how the alleged error(s) affects eligibility of project costs for federal reimbursement. •If mutual agreement is reached, the agency and consultant adjust the scope of work and costs to reflect the agreed upon resolution. LP, in consultation with FHWA, will identify the amount of federal participation in the agreed upon resolution of the issue. •If mutual agreement is not reached, the agency and consultant may seek settlement by arbitration or by litigation. AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Exhibit J Consultant Claim Procedures The purpose of this exhibit is to describe a procedure regarding claim(s) on a consultant agreement. The following procedures should only be utilized on consultant claims greater than $1,000. If the consultant’s claim(s) total a $1,000 or less, it would not be cost effective to proceed through the outlined steps. It is suggested that the Director of Public Works or Agency Engineer negotiate a fair and reasonable price for the consultant’s claim(s) that total $1,000 or less. This exhibit will outline the procedures to be followed by the consultant and the agency to consider a potential claim by the consultant. Step 1 Consultant Files a Claim with the Agency Project Manager If the consultant determines that they were requested to perform additional services that were outside of the agreement’s scope of work, they may be entitled to a claim. The first step that must be completed is the request for consideration of the claim to the Agency’s project manager. The consultant’s claim must outline the following: •Summation of hours by classification for each firm that is included in the claim •Any correspondence that directed the consultant to perform the additional work; •Timeframe of the additional work that was outside of the project scope; •Summary of direct labor dollars, overhead costs, profit and reimbursable costs associated with the additional work; and •Explanation as to why the consultant believes the additional work was outside of the agreement scope of work. Step 2 Review by Agency Personnel Regarding the Consultant’s Claim for Additional Compensation After the consultant has completed step 1, the next step in the process is to forward the request to the Agency’s project manager. The project manager will review the consultant’s claim and will met with the Director of Public Works or Agency Engineer to determine if the Agency agrees with the claim. If the FHWA is participating in the project’s funding, forward a copy of the consultant’s claim and the Agency’s recommendation for federal participation in the claim to the WSDOT Local Programs through the Region Local Programs Engineer. If the claim is not eligible for federal participation, payment will need to be from agency funds. If the Agency project manager, Director of Public Works or Agency Engineer, WSDOT Local Programs (if applicable), and FHWA (if applicable) agree with the consultant’s claim, send a request memo, including backup documentation to the consultant to either supplement the agreement, or create a new agreement for the claim. After the request has been approved, the Agency shall write the supplement and/or new agreement and pay the consultant the amount of the claim. Inform the consultant that the final payment for the agreement is subject to audit. No further action in needed regarding the claim procedures. If the Agency does not agree with the consultant’s claim, proceed to step 3 of the procedures. AGENDA ITEM #6. n) Local Agency A&E Professional Services Agreement Number ____________ Negotiated Hourly Rate Consultant Agreement Revised 02/01/2021 Step 3 Preparation of Support Documentation Regarding Consultant’s Claim(s) If the Agency does not agree with the consultant’s claim, the project manager shall prepare a summary for the Director of Public Works or Agency Engineer that included the following: •Copy of information supplied by the consultant regarding the claim; •Agency’s summation of hours by classification for each firm that should be included in the claim •Any correspondence that directed the consultant to perform the additional work; •Agency’s summary of direct labor dollars, overhead costs, profit and reimbursable costs associate with the additional work; •Explanation regarding those areas in which the Agency does/does not agree with the consultant’s claim(s); •Explanation to describe what has been instituted to preclude future consultant claim(s); and •Recommendations to resolve the claim. Step 4 Director of Public Works or Agency Engineer Reviews Consultant Claim and Agency Documentation The Director of Public Works or Agency Engineer shall review and administratively approve or disapprove the claim, or portions thereof, which may include getting Agency Council or Commission approval (as appropriate to agency dispute resolution procedures). If the project involves federal participation, obtain concurrence from WSDOT Local Programs and FHWA regarding final settlement of the claim. If the claim is not eligible for federal participation, payment will need to be from agency funds. Step 5 Informing Consultant of Decision Regarding the Claim The Director of Public Works or Agency Engineer shall notify (in writing) the consultant of their final decision regarding the consultant’s claim(s). Include the final dollar amount of the accepted claim(s) and rationale utilized for the decision. Step 6 Preparation of Supplement or New Agreement for the Consultant’s Claim(s) The agency shall write the supplement and/or new agreement and pay the consultant the amount of the claim. Inform the consultant that the final payment for the agreement is subject to audit AGENDA ITEM #6. n) AB - 3185 City Council Regular Meeting - 12 Sep 2022 SUBJECT/TITLE: Resolution adopting the Long-Range Wastewater Management Plan Final July 2022 RECOMMENDED ACTION: Refer to Utilities Committee DEPARTMENT: Public Works Utility Systems Division STAFF CONTACT: Joe Stowell, Wastewater Engineering Utility Manager EXT.: 7212 FISCAL IMPACT SUMMARY: The Long-Range Wastewater Management Plan Final July 2022 has no fiscal impact to the General Fund or Wastewater Utility Enterprise Fund. Any new programs, staffing, equipment purchases, and capital improvement projects will be proposed as part of the city budget process in the future. SUMMARY OF ACTION: The City of Renton (City) regularly updates its Long-Range Wastewater Management Plan Final July 2022 (LRWWMP) to provide constant evaluation of our sewer system and operating policies to meet the needs of customers and to ensure compatibility with the Cit y and King County’s Comprehensive Plans. The LRWWMP represents the most recent update and is a guiding reference document for current and future programs, operations, maintenance, capital investments and financial needs. The LRWWMP is prepared in accordance with Washington Administrative Code (WAC) 173-240-050 and has been reviewed by the Washington State Department of Ecology, the King County Utilities Technical Review Committee, and the city Environmental Review Committee. Adjacent agencies and wastewater service providers also provided comments. Comments were received and responses can be found in the appendix of the LRWWMP. The comments received have been incorporated into the final document. The LRWWMP is a comprehensive document that covers the full breadth of the utility from the history of the system to analysis of the financial stability of the utility. The plan is divided into 9 chapters, with an executive summary and supporting appendices. The final plan can be found on the City’s website at RentonWA.org/wastewater. The LRWWMP is comprised of the following chapters: Executive Summary Chapter 1 – Introduction Chapter 2 – Overview of Existing Sewer System Chapter 3 – Operational Policies and Criteria Chapter 4 – Planning Considerations Chapter 5 – System Analysis and Results Chapter 6 – Replacement and Rehabilitation Program Chapter 7 – Operations and Maintenance AGENDA ITEM #6. o) Chapter 8 – Capital Improvement Program Chapter 9 – Financial Analysis Appendices The LRWWMP captures the current state of the syst em and provides direction for future areas of focus. The plan suggests: • Further evaluation of system capacity which is impacted by Inflow and Infiltration (I/I) and regional growth. • Using the risk assessment included in the LRWWMP to prioritize replacement and rehabilitation of city mains, lift stations and force mains. • Updating existing legislation to be more consistent regarding required connections and system expansion in the wastewater utility sewer service area. Adoption of the LRWWMP will provide the necessary guidance to the wastewater utility to continue proper operation. EXHIBITS: A. Resolution B. LRWWMP Utilities Committee Presentation STAFF RECOMMENDATION: Approve the Long-Range Wastewater Management Plan Final July 2022 and authorize the Mayor and City Clerk to execute the resolution formally adopting the Plan. AGENDA ITEM #6. o) 1  CITY OF RENTON, WASHINGTON    RESOLUTION NO. ________      A RESOLUTION OF THE CITY OF RENTON, WASHINGTON, ADOPTING THE  CITY  OF RENTON LONG‐RANGE WASTEWATER MANAGEMENT PLAN FINAL JULY  2022.     WHEREAS, the City of Renton Long Range Wastewater Management Plan Final July 2022  (“Plan”) documents the current status of the City’s wastewater system and evaluates future  needs of the wastewater utility and will be used as a guide in maintaining and improving the  wastewater system for the next 20 years; and    WHEREAS, the Plan was prepared in accordance with requirements of Washington  Administrative Code (WAC) 173‐240‐050, which is administered by the Washington State  Department of Ecology, and meets the requirements of the Growth Management Act; and   WHEREAS, the Plan was reviewed by the City of Renton Environmental Review  Committee, which issued a Determination of Non‐Significance on June 17, 2021; and    WHEREAS, a Notice of Environmental Determination was made public, and no comments  or appeals were received during the public comment and appeal periods, which ended July 1,  2021; and   WHEREAS, the Plan was presented to the Renton City Council, discussed at a meeting of  the Utilities Committee, and recommended for adoption by the full City Council; and   WHEREAS, the Plan is compatible with the intent of the City’s adopted Comprehensive  Plan;   NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO  RESOLVE AS FOLLOWS:    AGENDA ITEM #6. o) RESOLUTION NO. _______  2 SECTION I. The City Council hereby adopts the Plan, a copy of which is attached hereto  as Exhibit “A” and incorporated by this reference.   PASSED BY THE CITY COUNCIL this ______ day of _____________________, 2022.      ______________________________  Jason A. Seth, City Clerk      APPROVED BY THE MAYOR this ______ day of _____________________, 2022.      ______________________________   Armondo Pavone, Mayor           Approved as to form:    ______________________________  Shane Moloney, City Attorney    RES.1918: 8/25/2022    AGENDA ITEM #6. o) Exhibit A City of Renton Long-Range Wastewater Management Plan Final July 2022 AGENDA ITEM #6. o) CITY OF RENTON LONG-RANGE WASTEWATER MANAGEMENT PLAN FINAL | July 2022 MAYOR Armondo Pavone CHIEF ADMINISTRATIVE OFFICER Ed VanValey PUBLIC WORKS DEPARTMENT ADMINISTRATOR Martin Pastucha UTILITY SYSTEMS DIRECTOR Ron Straka WASTEWATER UTILITY SYSTEMS DIVISION STAFF Joseph Stowell Michael Benoit John Hobson Don Ellis Rick Moreno MAINTENANCE SERVICES DIVISION STAFF Nathan Nelson Rocky Sittner CITY COUNCIL James Alberson, Jr. Ryan McIrvin Valerie O’Halloran Ruth Pérez Edward Prince Carmen Rivera Kim-Khánh Văn PREPARED BY City of Renton with the assistance of Carollo Engineers, Inc. AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) CONTENTS | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON  FINAL | JULY ͮͬͮͮ | i  pw:\\Carollo\Documents\Client/WA/Renton/͵͵ͳͭAͬͬ/Deliverables/Long‐Range WW MP\   Contents Executive Summary  ES.ͭ Introduction ES‐ͭ  ES.ͮ Overview of Existing Sewer System ES‐ͭ  ES.ͯ Operational Policies and Criteria ES‐ͭ  ES.Ͱ Planning Considerations ES‐ͮ  ES.ͱ System Analysis and Results ES‐ͮ  ES.ͱ.ͭ Hydraulic Modeling Overview ES‐ͱ  ES.ͱ.ͮ Capacity Criteria ES‐Ͳ  ES.ͱ.ͯ Capacity Evaluation ES‐Ͳ  ES.Ͳ Replacement and Rehabilitation Program ES‐Ͳ  ES.ͳ Operations and Maintenance ES‐ͳ  ES.ʹ Capital Improvement Program ES‐ͳ  ES.͵ Financial Analysis ES‐ʹ  Chapter 1 - Introduction  ͭ.ͭ Introduction ͭ‐ͭ  ͭ.ͮ Background and Goals ͭ‐ͭ  ͭ.ͯ Referenced Documents ͭ‐ͮ  ͭ.Ͱ Washington State Requirements ͭ‐ͮ  ͭ.ͱ Report Organization ͭ‐ͱ  ͭ.Ͳ Key Issues ͭ‐ͳ  ͭ.ͳ SEPA and Approval Process ͭ‐ͳ  ͭ.ʹ Acknowledgements ͭ‐ͳ  Chapter 2 - Overview of Existing Sewer System  ͮ.ͭ Overview of Existing System ͮ‐ͭ  ͮ.ͮ System Components ͮ‐ͭ  ͮ.ͯ Wastewater Collection Basins ͮ‐ͱ  ͮ.ͯ.ͭ West Cedar River Basin ͮ‐ͱ  ͮ.ͯ.ͮ East Cedar River Basin ͮ‐ͱ  ͮ.ͯ.ͯ East Lake Washington Basin ͮ‐ͱ  ͮ.ͯ.Ͱ Black River Basin ͮ‐͵  AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CONTENTS  ii | JULY ͮͬͮͮ | FINAL  ͮ.ͯ.ͱ Downtown Basin ͮ‐͵  ͮ.ͯ.Ͳ May Valley Basin ͮ‐͵  ͮ.Ͱ Interceptors and Collection Systems ͮ‐͵  ͮ.Ͱ.ͭ Existing Sewer System ͮ‐͵  ͮ.Ͱ.ͮ Interceptors ͮ‐ͭͬ  ͮ.ͱ Lift Stations and Force Mains ͮ‐ͭͬ  ͮ.ͱ.ͭ Airport Lift Station ͮ‐ͭͯ  ͮ.ͱ.ͮ Baxter Lift Station ͮ‐ͭͯ  ͮ.ͱ.ͯ Cottonwood Lift Station ͮ‐ͭͯ  ͮ.ͱ.Ͱ Devil's Elbow Lift Station ͮ‐ͭͯ  ͮ.ͱ.ͱ East Valley Lift Station ͮ‐ͭͯ  ͮ.ͱ.Ͳ Falcon Ridge Lift Station ͮ‐ͭͰ  ͮ.ͱ.ͳ Kensington Crest Lift Station ͮ‐ͭͰ  ͮ.ͱ.ʹ Lake Washington Beach Lift Station ͮ‐ͭͰ  ͮ.ͱ.͵ Lake Washington Flush Lift Station ͮ‐ͭͰ  ͮ.ͱ.ͭͬ Lake Washington No. ͮ Lift Station ͮ‐ͭͰ  ͮ.ͱ.ͭͭ Liberty Lift Station ͮ‐ͭͰ  ͮ.ͱ.ͭͮ Lind Avenue Lift Station ͮ‐ͭͰ  ͮ.ͱ.ͭͯ Long Lift Station ͮ‐ͭͰ  ͮ.ͱ.ͭͰ Misty Cove Lift Station ͮ‐ͭͱ  ͮ.ͱ.ͭͱ Pipers Bluff Lift Station ͮ‐ͭͱ  ͮ.ͱ.ͭͲ Shy Creek Lift Station ͮ‐ͭͱ  ͮ.ͱ.ͭͳ Stone Gate Lift Station ͮ‐ͭͱ  ͮ.ͱ.ͭʹ Talbot Crest Lift Station ͮ‐ͭͱ  ͮ.ͱ.ͭ͵ Wedgewood Lift Station ͮ‐ͭͱ  ͮ.ͱ.ͮͬ Westview Lift Station ͮ‐ͭͱ  ͮ.ͱ.ͮͭ Force Mains ͮ‐ͭ͵  ͮ.Ͳ Water System ͮ‐ͭ͵  ͮ.ͳ Operation and Maintenance ͮ‐ͮͬ  Chapter 3 - Operational Policies and Criteria  ͯ.ͭ Introduction ͯ‐ͭ  ͯ.ͮ Operational Goal ͯ‐ͭ  AGENDA ITEM #6. o) CONTENTS | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY ͮͬͮͮ | iii  ͯ.ͯ Customer Service Objective ͯ‐ͮ  ͯ.ͯ.ͭ Policies ͯ‐ͮ  ͯ.ͯ.ͮ Implementation ͯ‐ͮ  ͯ.Ͱ Planning Objective ͯ‐ͯ  ͯ.Ͱ.ͭ Policies ͯ‐Ͱ  ͯ.ͱ Service Area and Extension Objectives ͯ‐ͱ  ͯ.ͱ.ͭ Policies ͯ‐ͱ  ͯ.ͱ.ͮ Implementation ͯ‐Ͳ  ͯ.Ͳ Financial Objective ͯ‐ͳ  ͯ.Ͳ.ͭ Policies ͯ‐ͳ  ͯ.Ͳ.ͮ Implementation ͯ‐ʹ  ͯ.ͳ Facility Objective ͯ‐ʹ  ͯ.ͳ.ͭ Policies ͯ‐ʹ  ͯ.ͳ.ͮ Implementation ͯ‐͵  ͯ.ͳ.ͯ Analysis and Design Criteria ͯ‐ͭͬ  ͯ.ʹ Operations Objective ͯ‐ͭͰ  ͯ.ʹ.ͭ Policies ͯ‐ͭͰ  ͯ.ʹ.ͮ Implementation ͯ‐ͭͲ  ͯ.͵ Recommendations ͯ‐ͭͲ  Chapter 4 - Planning Considerations  Ͱ.ͭ Introduction Ͱ‐ͭ  Ͱ.ͮ Basis of Planning Ͱ‐ͭ  Ͱ.ͯ Planning Area Ͱ‐ͭ  Ͱ.ͯ.ͭ Existing Service Area Ͱ‐ͮ  Ͱ.ͯ.ͮ Potential Annexation Areas Ͱ‐ͮ  Ͱ.Ͱ Land Use Ͱ‐ͳ  Ͱ.Ͱ.ͭ City of Renton Land Use Ͱ‐ͳ  Ͱ.Ͱ.ͮ City of Renton Land Use Designations Ͱ‐͵  Ͱ.Ͱ.ͯ School Designations Ͱ‐ͭͯ  Ͱ.Ͱ.Ͱ Land Use Outside Renton’s PAA Ͱ‐ͭͰ  Ͱ.Ͱ.ͱ Adjacent Utility Systems/Joint Use, Service Agreements, and Related Plans Ͱ‐ͭͱ  AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CONTENTS  iv | JULY ͮͬͮͮ | FINAL  Ͱ.ͱ Demographic Analysis Ͱ‐ͭ͵  Ͱ.ͱ.ͭ Residential Population Projections Ͱ‐ͭ͵  Ͱ.ͱ.ͮ Employment Ͱ‐ͮͬ  Ͱ.ͱ.ͯ Schools Ͱ‐ͮͭ  Ͱ.Ͳ Sewer Collection System Flow Components Ͱ‐ͮͳ  Ͱ.Ͳ.ͭ Dry Weather Flow Components Ͱ‐ͮͳ  Ͱ.Ͳ.ͮ Wet Weather Flow Components Ͱ‐ͮͳ  Ͱ.ͳ Flow Monitoring Ͱ‐ͮʹ  Ͱ.ʹ Average Dry Weather Flow Ͱ‐ͮʹ  Ͱ.ʹ.ͭ Average Dry Weather Flow Development Ͱ‐ͮ͵  Ͱ.͵ Wet Weather Flows Ͱ‐ͯͬ  Ͱ.͵.ͭ Rainfall Data Ͱ‐ͯͬ  Ͱ.͵.ͮ Wet Weather Flow Data Ͱ‐ͯͬ  Ͱ.ͭͬ Projected Flows Ͱ‐ͯͬ  Chapter 5 - System Analysis and Results  ͱ.ͭ Introduction ͱ‐ͭ  ͱ.ͮ System‐Wide Concerns ͱ‐ͭ  ͱ.ͮ.ͭ King County‐Interceptor Surcharging ͱ‐ͭ  ͱ.ͮ.ͮ Adjacent Utility Systems ͱ‐ͮ  ͱ.ͮ.ͯ Hazard Mitigation Plan ͱ‐ͮ  ͱ.ͮ.Ͱ Septic Systems ͱ‐ͮ  ͱ.ͮ.ͱ Wastewater Quality ͱ‐ͮ  ͱ.ͮ.Ͳ Wastewater Quality Analysis and Recommendations ͱ‐ͳ  ͱ.ͮ.ͳ Aging Sanitary Sewers ͱ‐ʹ  ͱ.ͮ.ʹ Infiltration and Inflow ͱ‐ʹ  ͱ.ͮ.͵ Other Concerns ͱ‐͵  ͱ.ͯ Hydraulic Model ͱ‐͵  ͱ.ͯ.ͭ Model Development and Calibration ͱ‐ͭͯ  ͱ.ͯ.ͮ Model Evaluation Results ͱ‐ͭͯ  ͱ.Ͱ Capacity Evaluation ͱ‐ͭͱ  ͱ.Ͱ.ͭ Analysis Criteria ͱ‐ͭͲ  ͱ.Ͱ.ͮ Design Storm ͱ‐ͭͲ  AGENDA ITEM #6. o) CONTENTS | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY ͮͬͮͮ | v  ͱ.Ͱ.ͯ Capacity Evaluation Results ͱ‐ͭʹ  ͱ.Ͱ.Ͱ Lift Station Capacity ͱ‐ͭʹ  ͱ.Ͱ.ͱ Collection System Capacity ͱ‐ͭ͵  ͱ.ͱ Recommendations ͱ‐ͮͳ  ͱ.ͱ.ͭ Piping Reconfiguration ͱ‐ͯͬ  ͱ.ͱ.ͮ I/I Evaluation ͱ‐ͯͬ  ͱ.ͱ.ͯ Programmatic Upsizing ͱ‐ͯͭ  ͱ.ͱ.Ͱ Additional Long‐Term Flow Monitoring ͱ‐ͯͭ  Chapter 6 - Replacement and Rehabilitation Program  Ͳ.ͭ Introduction Ͳ‐ͭ  Ͳ.ͮ Replacement and Rehabilitation Plan Goals Ͳ‐ͭ  Ͳ.ͮ.ͭ Prioritizing Using Risk Ͳ‐ͭ  Ͳ.ͯ Lift Station and Force Main Current R&R Program Ͳ‐ͮ  Ͳ.Ͱ Force Main R&R Ͳ‐ͮ  Ͳ.Ͱ.ͭ Force Main Criteria Ͳ‐ͮ  Ͳ.Ͱ.ͮ Force Main Risk Assessment Ͳ‐ͯ  Ͳ.Ͱ.ͯ Force Main Recommendations Ͳ‐ͯ  Ͳ.ͱ Lift Station R&R Ͳ‐Ͱ  Ͳ.ͱ.ͭ Lift Station Criteria Ͳ‐Ͱ  Ͳ.ͱ.ͮ Lift Station Criticality Assessment Ͳ‐ͱ  Ͳ.ͱ.ͯ Lift Station Vulnerability Assessment Ͳ‐ͱ  Ͳ.ͱ.Ͱ Lift Station Risk Assessment Ͳ‐ͳ  Ͳ.ͱ.ͱ Risk Based Lift Station Recommendations Ͳ‐ͳ  Ͳ.ͱ.Ͳ Rehabilitation Improvements Ͳ‐ͳ  Ͳ.Ͳ Gravity Sewer System R&R Ͳ‐ͭͮ  Ͳ.Ͳ.ͭ Gravity Sewer Main Criteria Ͳ‐ͭͮ  Ͳ.Ͳ.ͮ Gravity Sewer Criticality Assessment Ͳ‐ͭͱ  Ͳ.Ͳ.ͯ Gravity Sewer Vulnerability Assessment Ͳ‐ͭͱ  Ͳ.Ͳ.Ͱ Gravity Sewer Mains Risk Assessment Ͳ‐ͮͳ  AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CONTENTS  vi | JULY ͮͬͮͮ | FINAL   Ͳ.ͳ Recommended R&R Program Ͳ‐ͮʹ  Ͳ.ͳ.ͭ Force Mains Ͳ‐ͮʹ  Ͳ.ͳ.ͮ Lift Stations Ͳ‐ͮʹ  Ͳ.ͳ.ͯ Gravity Sewer System Ͳ‐ͮʹ  Chapter 7 - Operations and Maintenance  ͳ.ͭ Introduction ͳ‐ͭ  ͳ.ͮ Operations and Maintenance Programs ͳ‐ͭ  ͳ.ͯ Organization ͳ‐ͮ  ͳ.ͯ.ͭ Wastewater Maintenance Services ͳ‐ͮ  ͳ.ͯ.ͮ Wastewater Utility Services ͳ‐ͮ  ͳ.ͯ.ͯ Communication ͳ‐ͮ  ͳ.ͯ.Ͱ Divisional Coordination ͳ‐ͯ  ͳ.Ͱ Wastewater Operations Master Plan ͳ‐ͯ  ͳ.ͱ Systems Inventory and Information Management ͳ‐ͯ  ͳ.ͱ.ͭ Information Management System ͳ‐ͯ  ͳ.ͱ.ͮ Business Process ͳ‐Ͳ  ͳ.Ͳ Collection System Maintenance ͳ‐Ͳ  ͳ.Ͳ.ͭ Maintenance Priorities ͳ‐ͳ  ͳ.Ͳ.ͮ Manhole Inspection and Maintenance ͳ‐ͳ  ͳ.Ͳ.ͯ CCTV Inspection ͳ‐ͳ  ͳ.Ͳ.Ͱ Root Cutting ͳ‐͵  ͳ.Ͳ.ͱ Grease Removal ͳ‐͵  ͳ.Ͳ.Ͳ Hydraulic Line Cleaning ͳ‐͵  ͳ.Ͳ.ͳ Repair Sewers and Clear Plugs ͳ‐ͭͬ  ͳ.Ͳ.ʹ Easements and Access Road Maintenance ͳ‐ͭͬ  ͳ.ͳ Lift Station Operations and Maintenance ͳ‐ͭͬ  ͳ.ͳ.ͭ Lift Station Inspection and Maintenance ͳ‐ͭͬ  ͳ.ͳ.ͮ Telemetry (SCADA) ͳ‐ͭͭ  ͳ.ʹ Predictive Repair and Replacement Program ͳ‐ͭͭ  ͳ.͵ Emergency Response ͳ‐ͭͭ  ͳ.ͭͬ FOG Source Control ͳ‐ͭͭ  ͳ.ͭͭ System Infrastructure Capacity ͳ‐ͭͮ  AGENDA ITEM #6. o) CONTENTS | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON  FINAL | JULY ͮͬͮͮ | vii  ͳ.ͭͮ Design and Construction ͳ‐ͭͮ  ͳ.ͭͮ.ͭ Design ͳ‐ͭͮ  ͳ.ͭͮ.ͮ Construction ͳ‐ͭͯ  ͳ.ͭͮ.ͯ Inspection ͳ‐ͭͯ  ͳ.ͭͯ Legal Authority ͳ‐ͭͯ  ͳ.ͭͰ Safety, Training, and Certification ͳ‐ͭͯ  ͳ.ͭͱ Interagency Coordination ͳ‐ͭͯ  ͳ.ͭͲ Financial Program ͳ‐ͭͰ  ͳ.ͭͳ Administrative Duties and Facility/Equipment Maintenance ͳ‐ͭͰ  ͳ.ͭͳ.ͭ Administrative Duties ͳ‐ͭͰ  ͳ.ͭͳ.ͮ Tools and Equipment ͳ‐ͭͰ  ͳ.ͭʹ Work Force Estimates ͳ‐ͭͰ  ͳ.ͭʹ.ͭ Future Resource Recommendations ͳ‐ͭͱ  ͳ.ͭʹ.ͮ Emergency Operations ͳ‐ͭͱ  ͳ.ͭʹ.ͯ Maintenance Services Staffing ͳ‐ͭͱ  ͳ.ͭʹ.Ͱ Wastewater Utility Engineering Staff ͳ‐ͭͳ  ͳ.ͭ͵ Recommendations ͳ‐ͭʹ  Chapter 8 - Capital Improvement Program  ʹ.ͭ Introduction ʹ‐ͭ  ʹ.ͮ Cost Estimating Assumptions ʹ‐ͭ  ʹ.ͮ.ͭ Baseline Cost Assumptions ʹ‐ͭ  ʹ.ͮ.ͮ Total Capital Improvement Cost ʹ‐ͯ  ʹ.ͯ Capital Improvement Program ʹ‐ͯ  ʹ.ͯ.ͭ Planning Periods ʹ‐Ͱ  ʹ.ͯ.ͮ Project and Program Naming ʹ‐Ͱ  ʹ.ͯ.ͯ Project Types ʹ‐Ͱ  ʹ.ͯ.Ͱ Capital Improvement Program by Year ʹ‐Ͱ  ʹ.Ͱ Lift Station Projects ʹ‐ͳ  ʹ.Ͱ.ͭ LS‐ͬͭ: Lift Station Rehabilitation ʹ‐ͳ  ʹ.Ͱ.ͮ LS‐ͬͮ: Force Main Rehabilitation/Replacement ʹ‐ͳ  ʹ.Ͱ.ͯ LS‐ͬͯ: Telemetry Upgrade ʹ‐ͳ  ʹ.Ͱ.Ͱ LS‐ͬͰ: Devil’s Elbow Stream Bank Study ʹ‐ͳ  AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CONTENTS  viii | JULY ͮͬͮͮ | FINAL   ʹ.Ͱ.ͱ LS‐ͬͱ: Kennydale Lake Line Sewer Upgrade ʹ‐ͳ  ʹ.Ͱ.Ͳ LS‐ͬͲ: Kennydale Lake Line Renewal ʹ‐ʹ  ʹ.Ͱ.ͳ LS‐ͬͳ Low and Moderately‐Low Risk Lift Station and Force Main  Rehabilitation ʹ‐ʹ  ʹ.Ͱ.ʹ LS‐ͬʹ: Moderately‐High and High Risk Lift Station and Force Main  Rehabilitation ʹ‐ʹ  ʹ.ͱ Pipeline Projects ʹ‐͵  ʹ.ͱ.ͭ Sanitary Sewer Main Replacement/Rehabilitation ʹ‐͵  ʹ.ͱ.ͮ P‐ͬͭ: ͮͬͮͬ Sanitary Sewer Main Replacement/Rehabilitation ʹ‐͵  ʹ.ͱ.ͯ P‐ͬͮ: ͮͬͮͭ Sanitary Sewer Main Replacement/Rehabilitation ʹ‐͵  ʹ.ͱ.Ͱ P‐ͬͯ: ͮͬͮͮ Sanitary Sewer Main Replacement/Rehabilitation ʹ‐͵  ʹ.ͱ.ͱ P‐ͬͰ: ͮͬͮͯ Sanitary Sewer Main Replacement/Rehabilitation ʹ‐ͭͬ  ʹ.ͱ.Ͳ P‐ͬͱ: ͮͬͮͰ Sanitary Sewer Main Replacement/Rehabilitation ʹ‐ͭͬ  ʹ.ͱ.ͳ P‐ͬͲ: ͮͬͮͱ Sanitary Sewer Main Replacement/Rehabilitation ʹ‐ͭͬ  ʹ.ͱ.ʹ P‐ͬͳ: ͮͬͮͲ‐ͮͬͮ͵ Sanitary Sewer Main Replacement/Rehabilitation ʹ‐ͭͬ  ʹ.ͱ.͵ P‐ͬʹ: ͮͬͯͬ‐ͮͬͯ͵ Sanitary Sewer Main Replacement/Rehabilitation ʹ‐ͭͬ  ʹ.ͱ.ͭͬ P‐ͬ͵: Sewer Capacity Improvements ͮͬͮͭ‐ͮͬͮͰ  ʹ‐ͭͯ  ʹ.ͱ.ͭͭ P‐ͭͬ: Flow Monitoring Program ʹ‐ͭͯ  ʹ.ͱ.ͭͮ P‐ͭͭ: I/I Evaluation Program ʹ‐ͭͰ  ʹ.Ͳ General Projects ʹ‐ͭͳ  ʹ.Ͳ.ͭ G‐ͬͭ: Wastewater Operations Master Plan ʹ‐ͭͳ  ʹ.Ͳ.ͮ G‐ͬͮ: Long‐Range Wastewater Master Plan ʹ‐ͭͳ  ʹ.Ͳ.ͯ G‐ͬͯ: Sanitary Sewer Hydraulic Model ʹ‐ͭͳ  ʹ.Ͳ.Ͱ G‐ͬͰ: Miscellaneous / Emergency Projects ʹ‐ͭͳ  ʹ.ͳ Summary of CIP ʹ‐ͭͳ  Chapter 9 - Financial Analysis  ͵.ͭ Introduction ͵‐ͭ  ͵.ͮ Historical Financial Performance ͵‐ͭ  ͵.ͮ.ͭ Current Wastewater Rates, Fees, and Charges ͵‐ͭ  ͵.ͮ.ͮ Historical Financial Operations ͵‐ͮ  ͵.ͮ.ͯ Wastewater Utility Fund ͵‐Ͱ  ͵.ͮ.Ͱ Outstanding Debt ͵‐Ͱ  AGENDA ITEM #6. o) CONTENTS | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY ͮͬͮͮ | ix  ͵.ͯ Financial Analysis ͵‐Ͱ  ͵.ͯ.ͭ Projected Capital Improvement Program Levels ͵‐Ͱ  ͵.ͯ.ͮ Financial Analysis ͵‐Ͱ  ͵.Ͱ Available Funding Assistance and Financing ͵‐ͳ  ͵.Ͱ.ͭ Grants and Low Cost Loans ͵‐ͳ  ͵.Ͱ.ͮ Bond Financing ͵‐ͳ  ͵.ͱ Summary ͵‐ͳ  Appendices Appendix A SEPA Checklist  Appendix B Agency Comment Letters and Responses  Appendix C Approvals  Appendix D Hydraulic Model and Deficiency Results  Appendix E Service Agreements  Appendix F Stantec Model Update and Capacity Analysis Report  Appendix G TM ͭ ‐ Rain and Flow Monitoring and Projections  Appendix H TM ͮ ‐ Model Development and Calibration  Appendix I TM Ͱ ‐ Risk Findings  Appendix J Standard Plans and Specifications  Appendix K CIP Detail Sheets  Appendix L‐ͭ Wellhead Protection Plan Update  Appendix L‐ͮ Wellhead Protection Areas and Septic Systems Map  Appendix M Water Reclamation Evaluation Checklist  Appendix N Approved Grinder Pump Stations for Single Family Residences  Tables Table ES.ͭ Existing and Projected Modeled Wastewater Flows ES‐ͮ  Table ES.ͮ Deficiency Recommendations ES‐ͱ  Table ES.ͯ Risk Matrix for Lift Stations ES‐Ͳ  Table ES.Ͱ Risk Matrix for Length of Gravity Mains (ft) ES‐ͳ  Table ͭ.ͭ WAC Plan Requirements ͭ‐ͱ Table ͮ.ͭ Gravity Sewer Inventory ͮ‐ͭͬ Table ͮ.ͮ Existing Lift Station Inventory Summary ͮ‐ͭͳ AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CONTENTS  x | JULY ͮͬͮͮ | FINAL   Table ͮ.ͯ  Collection System Force Main Inventory ͮ‐ͭ͵  Table ͯ.ͭ Sanitary Sewer Design Criteria ͯ‐ͭͮ  Table ͯ.ͮ Lift Station and Force Mains Design Criteria ͯ‐ͭͰ  Table Ͱ.ͭ Land Use of Renton’s Sewer Service Area Ͱ‐͵  Table Ͱ.ͮ Schools Served by Renton Ͱ‐ͭͰ  Table Ͱ.ͯ Land Use Designations for Areas Outside Renton Ͱ‐ͭͰ  Table Ͱ.Ͱ Demographic Projections (From Stantec ͮͬͭͱ Hydraulic Model Update  Report) Ͱ‐ͮͯ  Table Ͱ.ͱ Design Event Projected Wet Weather Flow Ͱ‐ͯͬ  Table ͱ.ͭ Renton Summary of Industrial Discharges ͱ‐ͱ  Table ͱ.ͮ Model Calibration ͱ‐ͭͰ  Table ͱ.ͯ Modeled Design Storms by Mini‐Basins ͱ‐ͭͳ  Table ͱ.Ͱ Lift Station Evaluation ͱ‐ͮͬ  Table ͱ.ͱ Buildout Deficiency Locations ͱ‐ͮͭ  Table ͱ.Ͳ Deficiency Recommendations ͱ‐ͮ͵  Table ͱ.ͳ Piping Reconfiguration Locations ͱ‐ͯͬ  Table ͱ.ʹ Micro‐Monitoring Recommendations for I/I ͱ‐ͯͭ  Table ͱ.͵ Programmatic Upsizing Location and Additional Information ͱ‐ͯͭ  Table ͱ.ͭͬ Long‐Term Flow Monitoring Recommendations ͱ‐ͯͮ  Table Ͳ.ͭ Normalized Risk Ratings Ͳ‐ͭ  Table Ͳ.ͮ Force Main Risk Assessment Summary Ͳ‐Ͱ  Table Ͳ.ͯ Lift Station Risk Assessment Summary Ͳ‐Ͳ  Table Ͳ.Ͱ Risk Matrix for Lift Stations Ͳ‐ͳ  Table Ͳ.ͱ Lift Station and Force Main Rehabilitation Program  Ͳ‐ͭͭ  Table Ͳ.Ͳ Criticality Criteria Ͳ‐ͭͯ  Table Ͳ.ͳ Vulnerability Criteria Ͳ‐ͭͰ  Table Ͳ.ʹ Criticality Score Range Ͳ‐ͭͱ  Table Ͳ.͵ Vulnerability Score Range Ͳ‐ͭͱ  Table Ͳ.ͭͬ Useful Life of Pipes Ͳ‐ͭ͵  Table Ͳ.ͭͭ Remaining Useful Life Ͳ‐ͮͯ  Table Ͳ.ͭͮ Remaining Useful Life by Length Ͳ‐ͮͯ  Table Ͳ.ͭͯ Risk Matrix for Length of Gravity Mains (feet) Ͳ‐ͮͳ  Table Ͳ.ͭͰ Pipe Length Totals Based on Risk Rating Ͳ‐ͮͳ  AGENDA ITEM #6. o) CONTENTS | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON  FINAL | JULY ͮͬͮͮ | xi  Table ͳ.ͭ Existing and Recommended Information System Improvements ͳ‐Ͱ  Table ͳ.ͮ Staffing Time for Maintenance Activities ͳ‐ͭͲ  Table ͳ.ͯ Staffing Time for Operations Tasks ͳ‐ͭͳ  Table ͳ.Ͱ Wastewater Utility Engineering Staff Activities ͳ‐ͭͳ  Table ʹ.ͭ  Open‐Cut Costs by Pipeline Diameter ʹ‐ͮ  Table ʹ.ͮ  CIPP Costs by Pipeline Diameter ʹ‐ͮ  Table ʹ.ͯ Capital Improvement Program Summary ʹ‐ͱ  Table ʹ.Ͱ Moderately‐Low and Low Risk Lift Stations ʹ‐ʹ  Table ʹ.ͱ Moderately‐High Risk Lift Stations ʹ‐ʹ  Table ʹ.Ͳ Upsizing and Reconfiguration Locations and Cost ʹ‐ͭͯ  Table ʹ.ͳ Flow Monitoring Locations and Duration ʹ‐ͭͯ  Table ʹ.ʹ I/I Evaluation, Quantity, and Duration ʹ‐ͭͰ  Table ʹ.͵  CIP Planning Period Summary ʹ‐ͭʹ  Table ʹ.ͭͬ  CIP Summary by Facility Type ʹ‐ͭ͵  Table ͵.ͭ  ͮͬͮͮ Wastewater Utility Monthly Rates ͵‐ͭ  Table ͵.ͮ Construction Permit Fees ͵‐ͮ  Table ͵.ͯ  ͮͬͮͭ‐ͮͬͮͮ System Development Charge Wastewater Fee ͵‐ͮ  Table ͵.Ͱ  Historical Operating Revenue ͵‐ͯ  Table ͵.ͱ  Historical Operating Expenses ͵‐ͯ  Table ͵.Ͳ  Historical Utility Fund ͵‐Ͱ  Table ͵.ͳ  CIP Planning Period Summary ͵‐Ͱ  Table ͵.ʹ  Projected Future Operating Expenses ͵‐Ͳ  Figures Figure ES.ͭ Existing System ES‐ͯ  Figure ES.ͮ Cost by Facility Type ES‐ʹ  Figure ͭ.ͭ Vicinity Map ͭ‐ͯ  Figure ͮ.ͭ Existing System ͮ‐ͯ  Figure ͮ.ͮ Wastewater Basins ͮ‐ͳ  Figure ͮ.ͯ Topography  ͮ‐ͭͭ  Figure ͮ.Ͱ Water Facilities and Aquifer Protection Areas ͮ‐ͮͭ  Figure Ͱ.ͭ Study Area Ͱ‐ͯ  Figure Ͱ.ͮ Sewer Service Area and Adjacent Utility Systems Ͱ‐ͱ  AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CONTENTS  xii | JULY ͮͬͮͮ | FINAL   Figure Ͱ.ͯ Comprehensive Plan Land Use  Ͱ‐ͭͭ  Figure Ͱ.Ͱ Typical Weekday vs Weekend Dry Weather Flow Variation (MHͬͱͯͳ) Ͱ‐ͮ͵  Figure ͱ.ͭ Flow Monitoring Locations ͱ‐ͭͭ  Figure ͱ.ͮ Updated Hydraulic Model ͱ‐ͭͱ  Figure ͱ.ͯ Design Storm Hydrographs ͱ‐ͭͳ  Figure ͱ.Ͱ Current Deficiencies ͱ‐ͮͯ  Figure ͱ.ͱ Buildout Deficiencies ͱ‐ͮͱ  Figure ͱ.Ͳ Recommendation Decision Flow Chart ͱ‐ͮʹ  Figure ͱ.ͳ Modeled I/I Overlaid with Deficiencies  ͱ‐ͯͯ  Figure ͱ.ʹ Deficiency Improvement Recommendations ͱ‐ͯͱ  Figure Ͳ.ͭ City of Renton Lift Stations Ͳ‐͵  Figure Ͳ.ͮ Criticality Criteria Results Ͳ‐ͭͳ  Figure Ͳ.ͯ Vulnerability Criteria Results Ͳ‐ͮͭ  Figure Ͳ.Ͱ Remaining Useful Life of System Ͳ‐ͮͱ  Figure Ͳ.ͱ Map of Criticality x Vulnerability Ͳ‐ͮ͵  Figure ʹ.ͭ Overview of CIP Projects ʹ‐ͭͭ  Figure ʹ.ͮ High and Moderately‐High Gravity Sewer Risk with Upsizing and  Reconfiguration ʹ‐ͭͱ  Figure ʹ.ͯ Cost by Facility Type ʹ‐ͭʹ  Figure ͵.ͭ CIP Proposed and Rate Analysis Model ͵‐ͱ            AGENDA ITEM #6. o) ABBREVIATIONS | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON  FINAL | JULY ͮͬͮͮ | xiii  Abbreviations AACE American Associate of Cost Estimators  ADS ADS Environmental Services, LLC  ADU Accessory Dwelling Unit  ADWF average dry weather flow  APA Aquifer Protection Area  APWA American Public Works Association  ASCE American Society of Civil Engineers  ASTM American Society for Testing Methods  AWWA American Water Works Association  BOD biochemical oxygen demand  BWF base wastewater flow  CCTV closed‐circuit television  CAD computer‐aided design  CALAMAR Calcul de lames d’eau a l’aide du radar  Carollo Carollo Engineers, Inc.  CAS Corrugated aluminized steel  CD Center Downtown  cfs cubic feet per second  CIPP Cured‐in‐place pipe  City City of Renton  CI cast iron   CIWEM Chartered Institution of Water and Environmental Management  CIP capital improvement program  CMMS Computerized Maintenance Management System  CO Commercial Office  CP concrete pipe  CRWSD Cedar River Water and Sewer District  CV Center Village  d/D diameter ratio  DHI Danish Hydraulic Institute  DI Ductile iron  DIP ductile iron pipe  du/net acre dwelling units per net acre  DUIP Downtown Utility Improvement Project  DWF dry weather flow  ECM Enterprise Change Management  Ecology Department of Ecology  AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | ABBREVIATIONS  xiv | JULY ͮͬͮͮ | FINAL   E/G engine generator  EIS Environmental Impact Statement  ENR Engineering News Report  EPA Environmental Protection Agency  FM force main(s)  FOG fats, oil and grease  ft foot/feet  GIS Geographic Information System  GMA Growth Management Act  GMPC Growth Management Planning Council  GPAD gallons per acre per day  GWI groundwater infiltration  gpm gallons per minute  HDPE high‐density polyethylene  HGL hydraulic grade line  hp Horsepower  IACC Infrastructure Assistance Coordinating Council  I/I Infiltration and Inflow  ID Identification  KC King County  KCBHRR King County Board of Health Rules and Regulations  lf linear feet  Lake Line Kennydale Lake Line Sewer System  LEHD Longitudinal Employer Household Dynamics  LID Local Improvement District   LN lined pipe  LRWWMP Long‐Range Wastewater Management Plan  M Million  mgd Million gallons per day  MH manholes  miͮ square miles  N/A not applicable  NACWA National Association of Clean Water Agencies  NASSCO National Association of Sewer Service Companies  NE Northeast  NEPA National Environmental Policy Act  O&M operations and maintenance  OERP Overflow Emergency Response Plan  OMP Operations Master Plan  AGENDA ITEM #6. o) ABBREVIATIONS | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON  FINAL | JULY ͮͬͮͮ | xv  OSS on‐site system  PAA Potential Annexation Area  PACP Pipe Assessment Certification Program  PE Person Equivalent  PSC pre‐stressed concrete pipe  PSRC Puget Sound Regional Council  Public Works Public Works Department  PWTF Public Works Trust Fund  PWWF peak wet weather flows  PVC polyvinyl chloride  R&R repair and replacement  RMC Renton Municipal Code  RMF Residential Multi‐Family  ROW right‐of‐way  RPM revolutions per minute  RSD Road Services Division  RUL remaining useful life  RWSP Regional Wastewater Services Plan  SAD Special Assessment District  SCADA supervisory control and data acquisition  SDC system development charges  SEPA Washington State Environmental Policy Act  SE Southeast  SSO sanitary sewer overflows  SW Southwest  SWD Solid Waste Division  TAZ Traffic Analysis Zone  TDH total dynamic head  TM Technical memoranda  UC Urban Center  UGA Urban Growth Area  UGB Urban Growth Boundary  US Urban Separator  VCP vitrified clay pipe  VMAC Virginia Mason Athletic Center  WA Washington  WAC Washington Administrative Code  WEF Water Environment Federation  WRRM Wastewater Revenue Requirement Model  AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | ABBREVIATIONS  xvi | JULY ͮͬͮͮ | FINAL   WSPU Water System Plan Update  WWF wet weather flow  XXX Unknown Material  yrs years    AGENDA ITEM #6. o) EXECUTIVE SUMMARY | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON  FINAL | JULY ͮͬͮͮ | ES‐ͭ  ES EXECUTIVE SUMMARY  ES.1 Introduction The City of Renton (City) is updating its Long‐Range Wastewater Management Plan (LRWWMP)  to provide a road map for redevelopment while maintaining a high level of service for existing  customers. The existing system is aging and will continue to require investment to maintain a  high level of service. The LRWWMP is intended to provide the City with a "living" plan that can  be used and adapted to assist in decision making for the next ͮͬ years.  This LRWWMP was prepared in accordance with requirements of Washington Administrative  Code (WAC) ͭͳͯ‐ͮͰͬ‐ͬͱͬ, which is administered by the Washington State Department of  Ecology (Ecology), and meets the requirements of the Washington Growth Management  Act (GMA).  This chapter presents the objectives of this LRWWMP, and a brief overview of the City’s  wastewater collection system. A list of abbreviations is provided in the Table of Contents to  assist the reader in understanding the information presented in this LRWWMP.  ES.2 Overview of Existing Sewer System Chapter ͮ – Overview of Existing Sewer System provides a description of the City’s existing  collection system and an inventory of the City’s assets. The City's collection system consists of  approximately ͮͰͳ miles of gravity sewer, Ͳ.ʹ miles of force mains, and ͮͬ pump stations that  collect and convey wastewater to King County’s (KC) Interceptors. These interceptors convey the  City’s flow to the KC owned and operated South Treatment Plant.   Each pump station is described in this chapter to provide framework for the condition  assessment and any related Capital Improvement Program project. Additionally, other  components of the system are broken down such as materials and diameters of the total gravity  sewer system. The City's collection system is shown in Figure ES.ͭ.   ES.3 Operational Policies and Criteria Polices and criteria regulate the manner that the City operates and plans for its future. The City's  policies and criteria are detailed in the Renton Municipal Code, the Comprehensive Plan, City  ordinance, and through adoption of this and other plans. The following policies and criteria are  summarized in Chapter ͯ – Operational Policies and Criteria:    Customer Service Objective.   Planning Objective.   Service Area Extension Objectives.   Financial Objective.   Facility Objective.   Operations Objective.    AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | EXECUTIVE SUMMARY ES‐ͮ |JULY ͮͬͮͮ | FINAL   ES.4 Planning Considerations Chapter Ͱ – Planning Considerations and Technical Memorandum (TM) ͭ describe the City’s land  use policies and demographic projections that are used to develop future wastewater flow  projections. The City's land use policies and sewer system are connected with adjacent sewer  systems' policies and systems including the KC interceptors and serving small areas of Kent and  Tukwila. Existing land use provides the basis for designing properly sized sewage facilities,  including trunks, interceptors, and lift stations. In most cases the City's sewers are downstream,  or at the receiving end of the effluent, from the systems adjacent to the City. Therefore, proper  planning for the City's sewers requires that the plans of these adjacent utilities be evaluated.  In addition to adjacent utility plans, the land use plans and policies of KC and the Growth  Management Planning Council (GMPC) were also considered. As discussed below, the entire  planning area is within the Urban Growth Boundary (UGB) established by the GMPC. The City  supports the countywide framework policies (F‐ͮͱͱ and F‐ͭͬͮ) that call for the designated Urban  Area to be served with sanitary sewers and prefers cities as the provider of sewer services. The  entire study area has been designated Urban by the ͮͬͭͮ King County Comprehensive Plan with  ͮͬͭͯ Amendments.  Two planning periods are evaluated in this LRWWMP:   Existing system.   Build‐out.  The existing system is defined as the ͮͬͭͮ sanitary flows calibrated with ͮͬͭʹ flow data.  Currently, build‐out is projected at ͮͬͰͬ. Evaluations are performed for both average dry  weather flow (ADWF) and peak wet weather flows (PWWF). A summary of the modeled total  ADWF and PWWF flows for metered basins, for each planning period is shown in Table ES.ͭ.  Table ES.ͭ Existing and Projected Modeled Wastewater Flows  Flow Condition Existing Conditions Build‐out Conditions  ADWF (mgd) ʹ.ͱͬ ͭͯ.ͯ  PWWF (mgd) ͱͰ.ͮ  ͲͰ.ͳͰ  Peaking Factor Ͳ.ͯʹ Ͱ.ʹͳ  Note:   Abbreviation: mgd – million gallons per day.   ES.5 System Analysis and Results As growth occurs, additional customer flows can exceed sewer capacity. Future growth is  anticipated and is modeled through the existing hydraulic model of the collection system. The  model was used as a basis to perform a capacity analysis. Based on the severity of the  deficiencies identified, the most probable cause and the location, four types of  recommendations were developed to mitigate or confirm these problem areas:   Additional long‐term depth monitoring.   Infiltration and Inflow (I/I) Evaluation: Micro‐monitoring for areas with elevated I/I.   Piping reconfiguration.   Programmatic upsizing.    AGENDA ITEM #6. o) 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú East Renton Interceptor East Side Interceptor South Interceptor South Renton Interceptor May Creek Interceptor Cedar River Trunk Interceptor Shy CreekLiftstation Devils ElbowLift Station East ValleyLift Station Talbot CrestLift Station Long LiftStation KensingtonCrest Lift Station WedgewoodLift Station WestviewLift Station Lind AveLift Station Lake Washington#2 Lift Station CottonwoodLift Station Lake Wash.Flush Lift Station Stone GateLift Station Falcon RidgeLift Station Liberty LiftStation Lake WashingtonBeach LiftStation Pipers BluffLift Station Baxter LiftStation Misty CoveLift Station Airport LiftStation 12''24'' 12''42''12'' 36'' 1 2 ''8' ' 12 '' 2 4 ''12''6''12''1 2 '' 12 '' 24'' 12'' 24'' 18'' 12''18''12''12''48''12' ' 12 ''12''12''12''12''1 2 ''12''12''12''24''12''18''12''12''12''18''12'' 1 2 '' 8 ''15''12''12''12''12''12'' 12''12''12''12''12'' 15'' 2 4''12''18''12''1 2 ''12''12''12''24''18''36'' 36''12''12''12''10''12 '' 30 ''12''12''18'' 12''12''12''12''12''12''12''12'' 12'' 1 2 ''5 4 ''72''24''12''1 2 ''12''12''12''12''18''1 2'' 12'' 12'' 12''12'' 12''48''36''27'' 18''24''12'' 4 8 '' 1 2 ''12''8''12''12''12''18''12''12''48''18'' 1 8 ''12' '12''2 4 ''12'' 2 4'' 2 4'' 12'' 18''36''12'' 24'' 18''18'' 1 2 ''12''30''12''24''12''12''12''30''12''12''8' ' 18''24''60''12''15'' 24 ''12''18' '12''24'' 3 6 ''15''24'' 1 2 ''24''12'' 24''12''12''8''18'' 60'' 12''24''18''18''48''18''12''12''1 2 '' 12'' 1 8 ''18''18''12''1 0'' 12'' 1 2 '' 12''24''1 2 ''12''30'' 18'' 1 8 ''12''15''60''12''30''18''36''30' '12''24'' 18'' 12''12''12''24'' 1 2 ''24''18''1 2'' 36''12''12''18'' 12'' 12'' 12''12''12'' 8'' 2 4'' 12'' 18 ''10''8'' 12''12''12''36''1 2 '' 18''24''24''12''12''18''18''12'' 60'' 12''12''8'' 12'' 12''12''1 8'' 1 2 ''12''12''18''30''1 2''30''12''24''12''12''10'' 12'' 12''18''1 2 ''12''54''12'' 21'' 12'' 1 5 ''24''24''24''12''12''36''1 5'' 12''15''1 2''12''12''18''24''12''12''12''12'' 2 4 '' 12'' 15''54'' 18'' 12''36'' 8''12''12'' 1 2 ''60''60''36''12''12''24''12' '48''12''12' '12''1 2 ''12''12''12 ''24''1 2 ''12''1 2 '' 12'' 12'' 60''12''12''12''8''18''12''15''12''8''15'' 12''12''36''3 6 ''1 2 ''1 2 ''8'' 12'' 12'' 12'' 12'' 12''15' ' 15''30''36''18''12''18''18''12'' 72'' 12''18''48'' 12''12''1 8 ''12''36''36''1 8''20''18'' 1 2 ''8''18''4''18''36''12'' 18'' 12'' 54'' 36'' 2 0 ''2 4 ''Last Revised: October 06, 2021 \\io-fs-1\Data\GIS\GISBackup\Renton\ WaterSystemPlan2017\Existing_System.mxd O 0 10.5 Miles Legend Lift Station 3Ú City of Renton Gravity Pipeline by Diameter Unknown < 8" 8" 10" - 18" > 18" City of Renton Force Main King County Gravity Main Study Area Renton City Boundary Roads Waterbodies EXECUTIVE SUMMARY | LONG RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON Disclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton Figure ES.1 Existing System AGENDA ITEM #6. o) AGENDA ITEM #6. o) EXECUTIVE SUMMARY | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON  FINAL | JULY ͮͬͮͮ | ES‐ͱ  Capacity deficiencies and proposed improvements to provide sufficient capacity for future  development are detailed below in Table ES.ͮ.  Table ES.ͮ  Deficiency Recommendations  Deficiency  ID(ͭ) Reason Deficient Condition Risk Recommend  ͬͱA Capacity High Depth Monitoring  ͰͱA Capacity High I/I Evaluation  ͳA Capacity Moderately High I/I Evaluation  ͮA Capacity Moderately High I/I Evaluation  ͯA Capacity Moderately High I/I Evaluation  ͰͲA Capacity, diameters change High Depth Monitoring  ͯͳA Negative slopes High Piping Reconfiguration  ͰʹA Capacity, grade change High Depth Monitoring  ͮͰA Negative slopes High Piping Reconfiguration  ͮͬB Capacity, shallow slope Low Programmatic Upsizing  ͮͬA Capacity, shallow slope Low Programmatic Upsizing  ͮͮA Capacity, diameters change High Depth Monitoring  ͮͭA Capacity, shallow slope Moderately High Depth Monitoring  ͰͭA Capacity, shallow slope Moderately High I/I Evaluation  ͮͯA Capacity Moderately High Programmatic Upsizing  ͭͱA Capacity High Depth Monitoring  ͭͰA Capacity High Depth Monitoring  BA Pump Station backwater High  Programmatic Upsizing or  Pump Station  Improvements  ͬͱB Capacity High Depth Monitoring or  I/I Evaluation  ͬͱC Capacity Moderately High Depth Monitoring or  I/I Evaluation  ͭͭA Negative slopes Moderately Low Piping Reconfiguration  ͮͱA Capacity, shallow slope Moderately High Programmatic Upsizing  Note:   Abbreviation: ID – identification.   (ͭ) Deficiency ID based on associated mini basin number.  ES.5.1 Hydraulic Modeling Overview The City’s collection system hydraulic model was constructed using a multi‐step process utilizing  data from a variety of sources. The latest version (ͮͬͭͲ) of Danish Hydraulic Institute’s (DHI)  Mike Urban was used to update the hydraulic model. The City conducted temporary flow  monitoring to gain a better understanding of flows in the service area and calibrate hydraulic  model predicted flows to actual collection system flows. Additional information on the modeling  calibration is provided in Appendix H, TM ͮ.  AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | EXECUTIVE SUMMARY ES‐Ͳ |JULY ͮͬͮͮ | FINAL   ES.5.2 Capacity Criteria The primary criterion used to identify capacity‐deficient trunk sewers was the maximum flow  depth to pipe diameter ratio (d/D) less than or equal to one. The d/D value is defined as the  depth (d) of flow in a pipe during peak flow conditions divided by the pipe’s diameter (D).   ES.5.3 Capacity Evaluation The capacity evaluation was performed for the system, Existing and Build‐out, under  a ͮͬ to ͯͬ year design storm. Sewer improvements were sized to a d/D of ͮ, to prioritize  improvements for the most serious surcharging. For such large design storms much of the  system surcharges and improvements for all surcharging was infeasible.  ES.6 Replacement and Rehabilitation Program Chapter Ͳ – Replacement & Rehabilitation Program documents the City's prioritized collection  system repair and replacement (R&R) program. R&R prioritization is based on a risk, which  identifies the criticality and vulnerability of an asset. Criticality represents the consequence of  failure, and the vulnerability represents the likelihood of failure. A consistent approach is used to  identify and prioritize force mains, lift stations, and gravity mains.  The risk associated with an asset (pipe, manhole, pump, etc.) is a measure of the impact of asset  failure on the overall system. Risk is calculated as the product of criticality and vulnerability, or:   Risk ൌ Criticality x Vulnerability Both force mains and lift stations were analyzed together. The criticality, vulnerability, and risk  ratings for each force main and lift station were quantified on a relative risk scale, with one  representing the lowest risk and four representing the highest risk. Each lift station and its  corresponding force main’s calculated risk are shown below in Table ES.ͯ.  Table ES.ͯ Risk Matrix for Lift Stations   Normalized Risk Ranking Vulnerability Level Ͱ   (severe)    Lake WA No. ͮ  Lake WA Flush  ͯ   (moderate)  Talbot Crest Devil’s Elbow  Kensington Crest   ͮ   (low)  East Valley  Shy Creek  Long  Wedgewood   ͭ   (negligible)  Falcon  Lind Avenue   Westview  Liberty  Lake WA Beach  Cottonwood  Pipers Bluff  Baxter  Stonegate  Airport  Misty Cove      ͭ   (negligible)  ͮ   (low)  ͯ   (moderate)  Ͱ   (severe)    Criticality Level Note:   Abbreviation: WA – Washington.   AGENDA ITEM #6. o) EXECUTIVE SUMMARY | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON  FINAL | JULY ͮͬͮͮ | ES‐ͳ  Using TM ͯ – Pipe Risk Approach and Procedures from the Closed‐Circuit Television (CCTV)  Phase ͮ Project, gravity sewer risks were calculated similarly. Table ES.Ͱ shows the final result of  the normalized risk ranking for the City’s pipe.  Table ES.Ͱ Risk Matrix for Length of Gravity Mains (ft)   Normalized Risk Ranking Vulnerability Level Ͱ   (severe) ͭ,ʹͬͱ ͳ,ͬͲͭ ͭͬ,ͬͲͭ ͮ,͵ͯͱ  ͯ   (moderate) ͰͰ,ʹͰͬ Ͳͯ,ͬͳͱ ͭͬͯ,ʹʹͰ ͰͰ,ͱͱͭ  ͮ   (low) ͳͲ,ͱͭͬ ͭͬͬ,ͱͰͭ ͭͰʹ,͵ͮͱ ͱʹ,ͱͰͲ  ͭ   (negligible) ͮͭͬ,Ͳͮͮ ͭʹͬ,ͯͳͭ ͭʹͲ,ͭ͵͵ Ͳͭ,ͯͬͲ     ͭ   (negligible)  ͮ   (low)  ͯ   (moderate)  Ͱ   (severe)    Criticality Level ES.7 Operations and Maintenance Regular Operation and Maintenance (O&M) is required to provide effective and efficient  maintenance services for utility rate payers. Delayed O&M may contribute to adverse sewer  events, including sewer backups, sanitary sewer overflows (SSOs), pipe breaks, etc.  Chapter ͳ – Operations & Maintenance considers the City's existing and planned O&M activities  and programs and provides recommendations to improve existing or address future needs.  These activities are greater than the current level of service; therefore, additional workforce may  be required in the future to meet City goals.  ES.8 Capital Improvement Program Chapter ʹ – Capital Improvement Program of the LRWWMP assesses the City’s ability to fund  the recommended improvements from Chapter ͱ – System Analysis and Results and  Chapter Ͳ – Replacement and Rehabilitation Program detailed in Tables ES.ͮ, ES.ͯ, and ES.Ͱ.  The projects include a financial status of the sewer utility, funding required to finance the  scheduled improvements, updating the system development charges (SDC), potential funding  sources, and the impacts of sanitary sewer improvements on sewer rates.  To aid in finding individual projects, projects have been separated in sections by facility type:   “LS” = Lift Station.   “P” = Pipeline.   “G” = General.  Figure ES.ͮ displays the various facility types of capital improvement program (CIP) allocation.  AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | EXECUTIVE SUMMARY ES‐ʹ |JULY ͮͬͮͮ | FINAL     Figure ES.ͮ Cost by Facility Type  ES.9 Financial Analysis A Wastewater Revenue Requirement Model (WRRM) was conducted in ͮͬͭʹ to analyze the  future finances of the City. The LRWWMP’s CIP differs from the WRRM CIP; therefore, the  LRWWMP analyzed the City’s financial capacity to implement the LRWWMP CIP. This analysis  showed the City has the financial capacity to execute the LRWWMP CIP. Differences between  the ͮͬͭʹ WRRM and LRWWMP CIP timing will create larger drawdowns of the reserve fund in  the coming years, but still remain above the City’s minimum requirements. By ͮͬͮͱ it is expected  that the reserve fund will begin building up again.  The City is not committed to CIP spending summarized in the LRWWMP. Per the City budgeting  policy, the Utility’s spending is based on a biannual budget approved by the City Council. Due to  COVID‐ͭ͵, short term revenue could not be predicted, but it is expected that this will likely not  heavily impact any long‐term analysis. If reductions in revenue persist due to COVID‐ͭ͵ or other  economic factors, then CIP projects may be delayed.  AGENDA ITEM #6. o) CHAPTER 1 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 1-1 Chapter 1 INTRODUCTION 1.1 Introduction The purpose of the City of Renton’s (City) Long-Range Wastewater Management Plan (LRWWMP) is to present policy and an assessment of the system to recommend facility improvements. The LRWWMP is intended to provide a road map for redevelopment and maintaining a high level of service for existing customers. The existing system is aging and will continue to require investment to maintain a high level of service. The LRWWMP is intended to provide the City with a "living" plan that can be used and adapted to assist in decision making for the next 20 years, both financially and for infrastructure capacity and condition. The LRWWMP results from an evaluation of the existing sanitary sewer system which provides the groundwork for recommendations to resolve existing deficiencies and concerns, as well as accommodating growth. This chapter presents the objectives of this LRWWMP, and a brief overview of the City’s wastewater collection system. A list of abbreviations is provided in the Table of Contents to assist the reader in understanding the information presented in this LRWWMP. This LRWWMP and recommended improvements were prepared in accordance with requirements of Washington Administrative Code (WAC) 173-240-050, which is administered by the Washington State Department of Ecology (Ecology), and meets the requirements of the Washington Growth Management Act (GMA). 1.2 Background and Goals The City is located in King County (KC), near Seattle, Washington. It is southeast of downtown Seattle and adjacent to Lake Washington and the Cedar River, as shown in Figure 1.1. The City owns and operates most of the sewer collection system within the City limits, as well as in nearby jurisdictions including Kent, Tukwila, and incorporated KC. The City discharges wastewater to the KC Interceptor where it is conveyed to KC’s South Treatment Plant located in the City. This LRWWMP is the fourth of plans developed previously in 1992, 1998, and 2010. The LRWWMP was prepared over six years from 2015 with plans for approval in 2020 but wasn’t approved till 2022. The LRWWMP provides a recognized framework for making decisions about Renton’s sanitary sewer service area which includes properties both inside and outside the City limits. It is intended to aid decision-makers as well as users, including the Wastewater Utility, City Council members, the Mayor, City staff, builders, developers, community groups, and other government agencies. The LRWWMP is a useful tool in the following ways: • As a framework for improvements and operations that govern sanitary sewer system developments in the Renton Wastewater Utility service area. The LRWWMP provides a basis for the following: - Allocating improvements. - Allocating costs to new sanitary sewer system users. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 1 1-2 | JULY 2022 | FINAL • To provide guidelines for improving the existing system to maintain a high quality of service at a reasonable cost. • To provide a basis of accommodating changes that occur which can’t be forecasted. To this end, the LRWWMP lists policy issues and operational criteria that can be used to developed alternatives and directions for development, improvements, and operations. 1.3 Referenced Documents This update to the LRWWMP is inspired by the need to provide constant evaluation of the sewer system and operating policies in order to meet the needs of the customers and to ensure compatibility with the City’s comprehensive plans. The following documents were referenced in the preparation of this LRWWMP: • King County Comprehensive Plan 2016 (King County, Updated October 2018). Establishes an overall direction for land use planning in KC. Note, land use used in the hydraulic modeling was based on the 2012 Plan. • Criteria for Sewage Works Design (Ecology, 2008). Provides guidance for the design of municipal sewer systems and est ablishes minimum requirements in the State of Washington . • King County Countywide Planning Policies (King County, December 2012 Amended June 2016 ). Provides framework for comprehensive plans for KC and cities within KC. • Washington Administrative Code, Title 173. Defines the structure of general sewer plans. • Stantec 2015 Model Update Report . • City of Renton 2010 Long -Range Wastewater Management Plan. • City of Renton 2015 Comprehensive Plan Amended December 2018. • King County Board of Health Code and Regulations. • City of Tukwila 2015 Comprehensive Plan. • City of Kent 2015 Comprehensive Plan. 1.4 Washington State Requirements The primary purpose of this LRWWMP is to develop a "living" document that is flexible and can be readily modified to respond to ongoing redevelopm en t. The major objectives of the LRWWMP are to identify capacity deficiencies in the wastewater collection system, develop feasible alternatives to correct these deficiencies, and plan the infrastructure that will serve future development. The goals of this LRWWMP, to meet the requirements from the Washington State Criteria for Sewage Works Design, include: • Prepare the LRWWMP in compliance with WAC Chapter 173-240-050 . • Prepare the LRWWMP to be consistent with KC Code 28.84.050 (pages 28-50). The purpose and need for the proposed plan . • Consideration of reclaimed water in compliance with RCW 90.48.112. • Consideration of water conservation measures in compliance with RCW 90.48.495. Each WAC requirement is detailed in Table 1.1 as well as the location within the plan. AGENDA ITEM #6. o) %&e !"` !"` !"b !"b ?ç ?è ?¿ ?æ ?Æ ?¦ ?í Auburn BeauxArts BlackDiamond Bellevue Burien Clyde Hill Covington Des Moines Federal Way HuntsPoint Issaquah King County KingCounty KingCounty King County King County King County King County King County King County King County Kent Kent Kent Kent Medina Mercer Island Maple Valley Newcastle Redmond Renton Seattle Sammamish SeaTac Tukwila YarrowPoint Last Revised: June 12, 2019F:\KRCD DRIVE\Renton\9971A00\Vicinity Map.mxd Figure 1.1 Vicinity Map CHAPTER 1 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON O 0 2 41Miles Legend City of Renton Other City Boundaries Roads Waterbodies AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 1 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 |1-5 Table 1.1 WAC Plan Requirements Requirement Location in Plan Purpose and need for the proposed plan. Chapter 1 Discussion of who will own, operate, and maintain the system. Chapter 2 Existing and Proposed Service Boundaries. Chapter 2 Layout map including: • Proposed sewers and areas proposed to be served by each . • Boundary lines of municipality or district and vicinity. • Existing sewers and areas served by each. • Topography and elevations of existing and proposed ground. • Information on streams, lakes, other bodies of water, and discharges. • Information on water systems. Figures 2.1 and 2.2 Figure 1.1 Figure 2.2 Figure 2.3 Figure 2.4 Figure 2.4 Population trends and methods used to determine those trends. Table 4.1 Information on existing wastewater facilities in the area. Chapter 2 Discussion of infiltration and inflow problems. Chapter 5 Discussion of the provisions for treatment, discharge, and reuse. Not included, all service performed by KC Information on facilities producing industrial wastewater. Chapter 5 Information on existing wells or other water supply sources. Chapt er 2 Discussion of alternatives evaluated and alternatives chosen. Chapter 6, Chapter 8 Information on existing and proposed cost per service. Chapter 9 Statements regarding compliance with SEPA and, if applicable, NEPA. Appendix A Consideration of reclaimed water (RCW 901.48.112). Chapter 2 Consideration of water conservation measures (RCW 90.48.495). Chapter 2 Note: Abbreviations: SEPA – Washington State Environmental Policy Act; NEPA – National Environmental Policy Act. As not ed in Table 1.1, provisions for treatment, discharge, and reuse are not included in the LRWWMP. The King County Service Agreement states that King County will provide all service to Renton and is the responsibility of King County to receive all flows. 1.5 Report Organization This LRWWMP contains nine chapters, followed by appendices that provide supporting documentation for the information presented in the report. The chapters are briefly described below: Chapter 1 – Introduction: This chapter presents the need for this LRWWMP and the objectives of the study. Lists of abbreviations and reference materials are also provided to assist the reader in understanding the information presented. Chapter 2 – Overview of Existing Sewer System: This chapter describes the existing wastewater collection system. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 1 1-6 | JULY 2022 | FINAL Chapter 3 – Operational Policies and Criteria : This chapter presents the policies for ownership, operations, and maintenance of the collection system. It also reviews the criteria for ev aluating the wastewater collection system. Chapter 4 – Planning Considerations : This chapter presents a description of the study area, defines the planning horizon for this study, and summarizes the land use classifications. Lastly, this chapter summarizes the methodology and results for estimating existing and future sanitary sewer flows resulting from the flow monitoring program. Chapter 5 – System Analysis and Results: This chapter discusses hydraulic evaluation of the wastewater collection system. Chapter 6 – Replacement and Rehabilitation Program: This chapter describes the City’s prioritized rehabilitation and replacement program. Chapter 7 – Operations and Maintenance: This chapter presents the operational and maintenance programs from the 2012 Operations and Maintenance (O&M) Plan. Chapter 8 – Capital Improvement Program: This chapter describes the improvements necessary to resolve existing and future deficiencies and accommodate growth. The pro posed improvements are also listed by priority and project type. Chapter 9 – Financial Analysis : This chapter evaluates the financial status of the City’s water utility and the ability to finance CIP projects. Additionally, Technical Memoranda (TMs) are included in the appendices as follows: Appendix G – TM 1: Rain and Flow Monitoring and Projections Appendix H – TM 2 : Model Development and Calibration Appendix I – TM 4: Risk Findings Other appendices included are as follows: Appendix A – SEPA Checklist Appendix B – Agency Comment Letters and Responses Appendix C – Approvals Appendix D – Hydraulic Model and Deficiency Results Appendix E – Service Agreements Appendix F – Stantec Model Update and Capacity Analysis Report Appendix J – Standard Plans and Specifications Appendix K – CIP Detail Sheets Appendix L-1 – Wellhead Protection Plan Update Appendix L-2 – Wellhead Protection Areas and Septic Systems Map Appendix M – Water Reclamation Evaluation Checklist Appendix N – Approved Grinder Pump Stations for Single Family Residences AGENDA ITEM #6. o) CHAPTER 1 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 |1-7 1.6 Key Issues This LRWWMP addresses the following key issues: • The need and timing of the replacement of older, deteriorating sanitary sewer facilities within large, neighborhood-size areas within the City. • The evaluation of the City’s system capacity to address both system deficiency and potential development. • The evaluation of sanitary sewer lift stations and force mains for removal, rehabilitation, and replacement. • The City’s Infiltration and Inflow (I/I) program in coordination with the overall KC program to evaluate options and needs for I/I reduction. • Review, monitoring, and coordination with the public to eliminate industrial waste and grease discharges to the sewer system. • Implementation of recommended improvements by priority which maintains affordable rates for the system users. Some of these issues were also addressed during preparations of the 1992, 1998, and 2010 LRWWMP. 1.7 SEPA and Approval Process A SEPA Checklist has been prepared for this LRWWMP and is presented in App endix A. It is anticipated that this proposed LRWWMP will not have a probable significant adverse impact on the environment and that an environmental impact statement (EIS) will not be required. However, many of the projects proposed herein will require SEPA checklists and an engineering determination will be made with each individual project. This LRWWMP includes review by adjacent utility systems. It has also been reviewed and approved by the King County Utilities Technical Review Committee and the Depart ment of Ecology. All comments are included in Appendix B, Agency Comment Letters and Responses. 1.8 Acknowledgements Carollo Engineers, Inc. (Carollo) and their team members, including ADS Environmental Services, LLC, would like to acknowledge and thank the fo llowing individuals for their efforts and assistance in completing this LRWWMP. Their cooperation and courtesy in obtaining a variety of necessary information were valuable components in completing and producing this report: • David Christensen, City of Rent on, Wastewater Utility Engineering Manager. • Don Ellis, City of Renton, Engineering Specialist – Geographic Information System (GIS). • Joe Stowell, City of Renton, Wastewater Utility Manager. • Ann Fowler, City of Renton, Senior Engineer. • Richard Marshall, City of Renton, Wastewater Maintenance Manager. AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 2 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 2-1 Chapter 2 OVERVIEW OF EXISTING SEWER SYSTEM 2.1 Overview of Existing System The City of Renton (City) currently provides sanitary sewer service to approximately 25.6 square miles both inside and outside the City limits. Overall, the City’s collection system contains approximately 14,000 customer connections. The City’s collection system is municipally owned, operated, and maintained; the system is managed by the City’s Public Works Department (Public Works). The City's collection system consists of approximately 247 miles of gravity mains (1,304,160 feet), over 6,700 manholes, 5.16 miles (27,433 linear feet [LF]) of force mains (FMs), and 20 lift stations that collect and convey wastewater to King County’s (KC’s) regional transmission interceptors. These interceptors convey the City’s flow to the KC owned and operated South Treatment Plant for treatment. Figure 2.1 presents the City's existing collection system. A more extensive description and analysis of the system can be found in Chapter 5 – System Analysis and Results. 2.2 System Components The purpose of a sanitary sewer is to convey wastewater from its source to a point of treatment. Since the generation of wastewater can vary considerably, there is seldom any control over the volume of wastewater that must be conveyed at any particular time. For this reason the sanitary sewer system is designed to accommodate a wide range of wastewater flow rates. The best method for conveying wastewater is a gravity sewer system. A gravity sewer system is made up of collector sewers, which as their name implies, collect the wastewater from the various sources. These collector sewers then convey the wastewater to interceptor sewers, which convey it to the point of treatment. The sanitary sewer system must be capable of transporting all of the constituents of the wastewater stream, which include the suspended solids, floatable solids and liquid constituents. In general, most of the floating materials are carried along with the flow stream; however, suspended solids have a tendency to settle out of the waste stream, unless minimum carrying velocities are achieved. This requires that the sanitary sewers be constructed with a minimum slope to create a gravity flow that will result in a velocity that will continuously carry the suspended solids portion of the waste stream. Another major sewer system component, and typically the most vulnerable, is the sewage lift station. A lift station is needed when the sanitary sewer system must overcome topographic restrictions that make it impossible or financially unfeasible to construct a gravity sewer. However, some lift stations are temporary, used only until the gravity sewer system can be built. AGENDA ITEM #6. o) AGENDA ITEM #6. o) 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú East Renton Interceptor East Side Interceptor South Interceptor South Renton Interceptor May Creek Interceptor Cedar River Trunk Interceptor Shy CreekLiftstation Devils ElbowLift Station East ValleyLift Station Talbot CrestLift Station Long LiftStation KensingtonCrest Lift Station WedgewoodLift Station WestviewLift Station Lind AveLift Station Lake Washington#2 Lift Station CottonwoodLift Station Lake Wash.Flush Lift Station Stone GateLift Station Falcon RidgeLift Station Liberty LiftStation Lake WashingtonBeach LiftStation Pipers BluffLift Station Baxter LiftStation Misty CoveLift Station Airport LiftStation 8''12'' 10''8''8''8'' 10'' 8''10''8''8'' 24''8''8 ''8''12'' 8'' 8'' 8''8''8 ''8'' 8''8''8''8'' 8 '' 8'' 12'' 8 ''8' '8''8''8 ''8''8'' 8'' 8'' 8''8''8 ''8' '8''12''8''8''8 '' 8''8''12''12''8''8''8''8'' 8''8''10'' 8'' 8''8''8'' 15''8''8''8''8''8''8''8'' 8'' 8'' 8'' 8''8''12''8''8''8''8''8'' 8''8''15'' 8'' 1 2 '' 8''8''8' '8''8''8''8''24''8'' 15''8''8''8''8''18''10''15'' 1 5''8''8''8'' 8'' 8'' 8 ''8' '8''8''8' ' 8'' 12''8''8 ''8''8''8''8''8''8'' 8''8''8''8' '8''8''8''8'' 24 ''15''8''8''8' '8''8''12''18' ' 8 ''12'' 8'' 12''8''8''8''8''12''15''8''8'' 8'' 1 2 ''8' ' 12''8''12''15''8''8'' 1 8 ''8''8''8''8' '8''8''8''8''10''8'' 8''8''8''8''10''8''12''8''8''12''8''8''8'' 8 '' 8''24''8' '8'' 8''10''12''8' '8''8'' 12 '' 8'' 18''10''8 ''8''8'' 8''10''18''8''1 5 ''18''8''12''8''8 ''8' '8''15''8''8''8''8''8 ''8''8' ' 8'' 8'' 18'' 8 '' 8'' 8'' 8''8''8''24''8''8''8''8'' 8''8''12''12''8''24''8''12'' 8''8''8''2 1 ''8'' 8''8''8''8''8''12''21''12''8''8''8''1 0 ''8'' 15'' 8''6''8'' 8''8''8''8''8'' 8 ''8''8''8''15'' 8'' 1 2 '' 0'' Last Revised: October 21, 2021 \\io-fs-1\Data\GIS\GISBackup\Renton\ WaterSystemPlan2017\Existing_System.mxd O 0 10.5 Miles Legend Lift Station 3Ú City of Renton Gravity Pipeline By Diameter Unknown 6" or Less 8" 10" - 18" 20" or Larger City of Renton Force Main King County Gravity Main Study Area Renton City Boundary Roads Waterbodies CHAPTER 2 | LONG RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON Disclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton Figure 2.1 Existing System AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 2 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL |JULY 2022 | 2-5 2.3 Wastewater Collection Basins The City is divided into six major wastewater collection basins and 67 mini-basins illustrated in Figure 2.2 that consist of one or more model basins. Wastewater basins delineate large areas of the conveyance system network that ultimately flow to one location, specifically the regional interceptor running throughout the City's collection system. The basin boundaries almost always follow topographic features, such as ridge lines, streams, and rivers, and capture each property contributing flow to the sewer collectors in that basin. The model basins were developed by KC’s Infiltration and Inflow (I/I) Program for the Renton Sewer Service Area. These collection basins and model basins would ideally follow the natural drainage patterns of the City’s service area. However, because of natural and service area boundaries, the wastewater collection basins do not always follow drainage basins. The six m ajor basins are: West Cedar River, East Cedar River, East Lake Washington, Black River, Downtown, and May Valley. 2.3.1 West Cedar River Basin The West Cedar River Basin includes the eastern portion of the City bordering the Cedar River. The basin consists of primarily single-family and multi-family developments with some commercial and light industrial land uses. West Cedar River Basin includes the Cottonwood, Falcon Ridge, and Kensington Crest Lifts Stations. The wastewater collected in the basin is transported to KC’s Cedar River Trunk Interceptor at several connection points. 2.3.2 East Cedar River Basin The East Cedar River Basin is located at the east side of the City’s sanitary sewer service area. The basin extends from approximately Bremerton Avenue NE to the Urban Growth Boundary east of the City. The basin can be partially served by gravity through the East Renton Interceptor. The East Cedar River Basin includes the Shy Creek and Liberty lift stations. The wastewater collected in the basin is transported to KC’s Cedar River Trunk Interceptor at several connection points. 2.3.3 East Lake Washington Basin The East Lake Washington Basin is located in the northern part of the City. The City serves the entire basin, which consists of a variety of land uses including single-family and multi-family residential, and light commercial. The wastewater collected in the basin is transported to KC’s East Side Interceptor at several connection points. The East Lake Washington Basin includes the Devil’s Elbow, Lake Washington Beach, L ake Washington Flush, Lake Washington #2, Long, Stone Gate, Pipers Bluff, Wedgewood, and Westview Lift Stations. AGENDA ITEM #6. o) AGENDA ITEM #6. o) 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú East Valley RdRai ni er Ave NS 133rd St Oakesdale Ave SWBens on Dr SSW 7th St 140th Ave SENE SunsetBlvd §¨¦405 Maple Valley Hwy 164th Ave SECedar River Trail S E J o n e s R d Lake Youngs Service RdSE May Valley Rd Union Ave NESE Petrovitsky Rd §¨¦5 Shy CreekLiftstation Devils ElbowLift Station East ValleyLift Station Talbot CrestLift Station Long LiftStation KensingtonCrest Lift Station WedgewoodLift Station WestviewLift Station Lind AveLift Station Lake Washington#2 Lift Station CottonwoodLift Station Lake Wash.Flush Lift Station Stone GateLift Station Falcon RidgeLift Station Liberty LiftStation Lake WashingtonBeach LiftStation Pipers BluffLift Station Baxter LiftStation Misty CoveLift Station Airport LiftStation 41 40 23 54 U9 46 29 52 05 06 02 48 17 43 19 49 13 18 47 30B 30C 30C(West) 38A 38B 34 35 36 10 11 ESI1003 15 12 0809 24 37 01 07 45 03 RENT6504 CEDAR02A 32 39 30A 50 16 14 27 44 46(North) U3 25 22 20 2133 42 26 U2 U8 U7 U4 U6 28 BA U1 Last Revised: November 03, 2020 \\io-fs-1\Data\GIS\GISBackup\Renton\WaterSystemPlan2017\Mini_Subasins.mxd O 0 10.5 Miles Legend 3Ú City of Renton Lift Station Gravity Pipeline City of Renton Force Main King County Gravity Main 2012 Renton Minibasins Study Area Renton City Boundary Collection Basins Black River Basin Downtown Basin East Cedar River Basin East Lake Washington Basin May Valley Basin West Cedar River Basin Roads Disclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton CHAPTER 2 | LONG RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON Figure 2.2 Wastewater Basins AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 2 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 2-9 2.3.4 Black River Basin The Black River Basin is a large drainage basin in the southwest part of the City. The higher elevations in the Rolling Hills, Talbot Hill, and Panther Creek areas are generally single-family and multi-family residential developments along with commercial uses surrounding Valley Medical Center, while the valley floor is generally industrial and commercial land uses. A portion of the south and west portions of the valley floor are un-modeled. The upper elevations of the basin are served by Soos Creek Water and Sewer District. The Black River Basin includes the East Valley, Lind Avenue, and Talbot Crest Lift Stations. The wastewater collected in the basin is transported to KC’s East Side, South Renton, and South Interceptors at several connection points. 2.3.5 Downt own Basin The Downtown Basin is located in the northwest part of the City and includes the Central Business District, West Hill, and North Renton Industrial areas. Land use within the basin consists of single-family, multi-family, commercial, and heavy industrial land uses. The model basin includes the Airport Lift Station. Skyway Water and Sewer District also provides sewer service to parts of the West Hill that are within the Downtown Basin. The wastewater collected in the basin is transported to KC’s East Side Interceptor at several connection points. 2.3.6 May Valley Basin The May Valley Basin is located in the northeast part of the City on the periphery of the City's current service boundary. The portion of the basin within the City’s service area is currently only about half serviced with a sewer collection system. The remainder of the basin is within Coal Creek Utility District’s service area. Land use within the basin consists of primarily single-family and light commercial land uses. The May Valley Basin includes the Baxter and Misty Cove Lift Stations. The wastewater collected in the basin is transported to KC’s May Creek Interceptor and East Side Interceptor at several connection points. 2.4 Interceptors and Collection Systems Interceptors are sewers that receive flow from collector sewers and convey wastewater to a point for treatment or disposal. They are typically located in low lying or centralized areas in order to facilitate the gravity flow of the wastewater. The interceptors and all other sewers make up the collection system. 2.4.1 Existing Sewer System Currently, t he City’s gravity mains consist of approximately 60 percent polyvinyl chloride (PVC), 25 percent concrete pipe (CP), 5 percent ductile iron pipe (DIP), 3 percent vitrified clay pipe (VCP), and 6 percent unknown pipes. The majority of pipe material within the existing system is comprised of CP and PVC. Older sewers typically used concrete pipe, while PVC is more common in newer sewer installations. As shown in Table 2.1, a majority of the sanitary sewer system is constructed with 8 -inch diameter pipe. This is consistent with the Department of Ecology’s criteria for minimum sanitary sewer sizing. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 2 2-10 | JULY 2022 | FINAL Table 2.1 Gravity Sewer Inventory Diameter (inch) Length (lf)(2) Percentage of System 6 42,426 3.2% 8 1,033,293 79.1% 10 52,746 4.0% 12 82,153 6.3% 14 1,001 0.1% 15 35,143 2.7% 16 358 0.0% 18 25,605 2.0% 20 745 0.1% 21 8,826 0.7% 22 3,751 0.3% 24 20,066 1.5% Total (feet) 1,306,113 100% Total (miles) 247.4 100% Note: (1) System only includes gravity mains and excludes private sewers and KC pipes. (2) lf = linear feet. The City’s sanitary sewer system also contains 6,735 manholes which join the various links of sanitary sewer pipe. These manholes vary in construction type from brick manholes to precast concrete manholes. 2.4.2 Interceptors KC connections receive wastewater from the City’s collection system at more than 79 locations. This sewage is then either conveyed to another drainage basin or directly to the South Treatment Plant for treatment. 2.5 Lift Stations and Force Mains Sewage lift stations are used to convey wastewater from a low point to a higher point through the use of a pump and pressurized FM. The City owns and maintains 20 lift stations, which are described in Table 2.2. The topography of the City’s service area is such that most of the system is operated under gravity flow conditions with the exception of some areas that require pumping to higher elevations. The topography of the system is shown in Figure 2.3. Details on FM and lift station condition are in Chapter 6 – Replacement and Rehabilitation Program. The most common type of lift station is comprised of a wet well which contains a submersible pump located directly in the wet well. The second most common type of lift station is a configuration with the mechanical and electrical equipment located above the ground surface and over a large manhole wet well from which the wastewater is pumped. A wet well/dry well configuration is the third most common type; this is comprised of electrical and mechanical equipment located underground in a sealed enclosure adjacent to a large manhole which the wastewater is pumped. Additionally, the West View Lift Station contains a grinder submersible combination. AGENDA ITEM #6. o) East Valley RdRai ni er Ave NS 133rd St Oakesdale Ave SWBens on Dr SSW 7th St 140th Ave SENE SunsetBlvd §¨¦405 Maple Valley Hwy 164th Ave SECedar River Trail S E J o n e s R d Lake Youngs Service RdSE May Valley Rd Union Ave NESE Petrovitsky Rd §¨¦5 O 0 10.5 Miles Legend Study Area Roads Waterbodies DEM in FeetHigh : 180' Low : 5' Last Revised: August 20, 2019 \\io-fs-1\Data\GIS\GISBackup\Renton\WaterSystemPlan2017\Topography.mxd CHAPTER 2 | LONG RANG E WASTEWATER MANAG EMENT PLAN | CIT Y OF RENTON Figure 2.3 Topography Disclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 2 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 2-13 2.5.1 Airport Lift Station The Airport Lift Station is located on the west side of West Perimeter Road adjacent to the Renton Municipal airport. This facility is a duplex submersible pump system in a wet well with an adjacent valve vault and an on -site back-up emergency generator. This facility serves the southern portion of the west side of the airport as well as approximately 37 acres of residential and commercial properties west of Rainier Avenue South. The current lift station was constructed in 2014. 2.5.2 Baxter Lift Station The Baxter Lift Station is located in the former J.H. Baxter and Company pole yard near the southeast corner of the southern -most football practice field of the Virginia Mason Athletic Center (VMAC) Seattle Seahawks training facility and adjacent to the King County Trail . This facility operates as a duplex submersible pump system. The station is constructed in a large structure that contains a primary wet well and two pumps for standard operation and a secondary wet well for emergency storage. There is a third pump to transfer the emergency storage back into the primary wet well. This station has an adjacent valve vault and an on -site back-up emerg ency generator. This facility serves the VMAC Seattle Seahawks Training facility as well as the Barbee Mill neighborhood to the south. The current lift station was constructed in 2008. 2.5.3 Cottonwood Lift Station The Cottonwood Lift Station is located west of the Riviera Apartments, south of the Maple Valley Highway. This station is a submersible pump duplex station in a wet well with an adjacent valve vault . This facility serves the area between the Maple Valley Highway and the Cedar River, east of the former Stoneway concrete facilities. The current station was constructed in 1994. The FM was also replaced at that time. Upgrades to this lift station are currently in design phase. 2.5.4 Devil's Elbow Lift Station The Devil's Elbow Lift Station is located in NE 27th Street just northwest of where the road crosses Honey Creek. This facility is a submersible pump duplex station in a wet well with an adjacent valve vault that also contains the control system. There is a trailer-mounted emergency back-up generator located in the cul-de-sac of NE 24th Street. This generator is setup to automatically power this station but can also be transported to other sites is needed. The current station was constructed in 2000. Upgrades to this lift station are currently in design phase. 2.5.5 East Valley Lift Station The East Valley Lift Station is located on the northwest corner of the intersection of SW 34th Street and the East Valley Ro ad. This facility operates as a submersible pump duplex station. The station was constructed in a large structure that contains a primary wet well and two pumps for standard operation and a secondary wet well for emergency storage. There is a third pump in the secondary wet well that discharges the emergency storage to the force main. The station also has an adjacent valve vault and an on -site backup generator. This facility serves the commercial areas north and west of the lift station. The current station was built in 2003. Pumps were replaced in 2019 due to damage sustained from a private construction project. Additional upgrades to this lift station are currently in design phase. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 2 2-14 | JULY 2022 | FINAL 2.5.6 Falcon Ridge Lift Station The Falcon Ridge Lift Station is located at the east end of SE 8th Place in the plat of Falcon Ridge. This station is a submersible pump duplex station in a wet well with an adjacent valve vault and an on -site emergency generator. This station serves the Falcon Ridge neighborhood exclusively. The current station was constructed in 2019. The FM associated with this station is long and has an excessively high head. 2.5.7 Kensington Crest Lift Station The Kensington Crest Lift Station is located at the northeast corner of the Kensington Crest (A.K.A. Shadowhawk) multi-family complex and provides service to the complex. This facility is a submersible pump duplex station. The station was built in 2002. 2.5.8 Lake Washington Beach Lift Station The Lake Washington Beach Lift Station is located in the south parking lot at Coulon Beach Park. This facility is a duplex wet well with adjacent valve vault. The station serves the restroom facilities at the park. The current station was constructed in 2011. 2.5.9 Lake Washington Flush Lift Station The Lake Washington Flush Lift Station is located at the south end of Mountain View Avenue North. The facility is a submersible, single, non-clogging pump for pumping lake water into the gravity sewer along the Kennydale lakefront for flushing purposes. The low-pressure sewer Lake Line then discharges into Lake Washington No. 2 Lift Station. A new pump, along with a new valve vault was installed in 2004. 2.5.10 Lake Washington No. 2 Lift Station The Lake Washington No. 2 Lift Station is located at the north end of the Kennydale Beach Park Road. This facility serves lakefront properties west of Lake Washington Boulevard North in the Kennydale area. The station is a submersible pump duplex station in a rehabilitated wet well. The current station was constructed in 1994. 2.5.11 Liberty Lift Station The Liberty Lift Station is located at 16655 SE 136th Street at Liberty High School. This facility is a duplex submersible lift station in a wet well with adjacent valve vault. The current station was constructed in 2012. 2.5.12 Lind Avenue Lift Station The Lind Avenue Lift St ation is located on the west side of Lind Avenue SW near the intersection with SW 19th Street. This station is a submersible pump duplex station in a wet well with an adjacent valve vault and an on -site emergency generator. This station serves the commercial and industrial areas in the vicinity of the lift station. The current station was constructed in 2014 (City Project No. S-3626). 2.5.13 Long Lift Station The Long Lift Station is located on the east side of Union Avenue NE, just north of NE 27th Street. This facility is a submersible pump duplex station, which serves the Caledon Plat. The lift station was constructed in 2001. AGENDA ITEM #6. o) CHAPTER 2 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 2-15 2.5.14 Misty Cove Lift Station The Misty Cove Lift Station is located in the northeast corner of the Misty Cove Condominium complex. This station is a submersible pump duplex station in a wet well with an adjacent valve vault . This facility serves the lakefront properties that are north of the VMAC Seattle Seahawks Training facility. The current station, along with a new force main was constructed in 2014 (City Project No. S-3627). 2.5.15 Pipers Bluff Lift Station The Pipers Bluff Lift Station is located at 1160 Ilwaco Place NE. This station is a submersible pump duplex station in a wet well with an adjacent valve vault. This station serves the Piper’s Bluff plat exclusively. The current station was constructed in 2015. 2.5.16 Shy Creek Lift Station This station is located at the northeast corner of the intersection of SE 136th Street & 142nd Avenue SE. This station is a submersible pump duplex station in a wet well with an adjacent valve vault. The station was constructed in a large structure that contains a primary wet well and two pumps for standard operation and a secondary wet well for emergency storage. There is a third pump to transfer the emergency storage back into the primary wet well. The current station was constructed in 2008. 2.5.17 Stone Gate Lift Station The Stonegate Lift Station is located at 2615 Nile Avenue NE. The station is within an easement on an open space tract in the Stonegate neighborhood. This station is a submersible pump duplex station in a wet well with an adjacent valve vault. The station also includes an underground vault for emergency storage. The emergency storage vault gravity flows back to the primary wet well. There is an on-site emergency back-up generator. The facility serves the entire plat of Stone Gate as well as several plats to the east and south. The current station along with a new force main was constructed in 2012. 2.5.18 Talbot Crest Lift Station The Talbot Crest Lift Station is located under the roadway at 2511 Talbot Crest Drive. This facility is a submersible pump duplex station in a wet well with an adjacent valve vault. The station serves the plat of Talbot Crest exclusively. The current station was c onstructed in 2000. 2.5.19 Wedgewood Lift Station The Wedgewood Lift Station is located at 5401 NE 10th Street. This facility is a submersible pump duplex station in a wet well with an adjacent valve vault. The station is constructed in a large structure that contains a primary wet well and two pumps for standard operation and a secondary wet well for emergency storage. There is a third pump to transfer the emergency storage back into the primary wet well. The station serves the plat of Wedgewood, as well as the surrounding basin area. The station was constructed in 2006. 2.5.20 Westview Lift Station The Westview Lift Station is located on the west side of Monterey Avenue NE. This facility is a duplex submersible lift station designed to serve the twelve-lot Westview Plat. This station was originally constructed in 1995. Upgrades including a new adjacent valve vault, wet well lining, new pumps and hardware and electrical were performed in 2010 . AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 2 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 2-17 Table 2.2 Existing Lift Station Inventory Summary Name Location Station Type No. of Pumps Manufacturer Normal Operating Capacity (gpm) Normal Operating TDH (ft) Hp Pump Speed (RPM) Voltage Emergency Power Connect Telemetry FM Size (inches) Airport 451 West Perimeter Road / Airport Submersible 1-Duty 1-Standby Flygt Flygt 100 100 54 54 10 10 1735 1735 460 Yes Allen Bradley Compact Logix 4 Baxter 4505 Ripley Lane Submersible 1-Duty 1-Standby 1-Flow Transfer Flygt Flygt Flygt 450 450 250 21 21 15 5 5 3 1745 1745 1700 460 Yes Rugid 9 8 Cottonwood 2101 Maple Valley Highway Submersible 1-Duty 1-Standby 1-Flow Transfer Hydromatic Hydromatic Paco 230 230 - 32.5 32.5 - 3 3 - 1750 1750 - 230 / 460 115 Yes Rugid 6 4 Devil's Elbow 3001 NE 27th Street Submersible 1-Duty 1-Standby Flygt Flygt 500 500 155 155 35 35 3520 3520 460 Yes Rugid 6 6 East Valley 3371 East Valley Road Submersible 1-Duty 1-Standby 1-Flow Transfer Flygt Flygt Flygt 362 362 362 30.5 30.5 30.5 5 5 5 1735 1735 1735 230/460 Yes Rugid 9 8 Falcon Ridge 2471 SE 8th Place Submersible 1-Duty 1-Standby Flygt Flygt 230 230 82.7 82.7 11 11 3495 3495 460 Yes Allen Bradley Compact Logix 4 Kensington Crest 3000 SE 8th Street Submersible 1-Duty 1-Standby Flygt Flygt 160 160 80 80 10 10 1745 1745 460 Yes Rugid 9 4 Lake Washington Beach 1201 Lake Washington Boulevard N Submersible Grinder 1-Duty 1-Standby Vaughn Vaughn 125 125 24 24 5 5 1725 1725 230 Yes Rugid 9 4 Lake Washington Flush 2725 Mountain View Avenue North Submersible 1-Duty Paco 400 6.5 2 1150 120/240 Yes Rugid 6 4 Lake Washington No. 2 3903 Lake Washington Boulevard N Submersible 1-Duty 1-Standby Hydromatic Hydromatic 385 385 35 35 7.5 7.5 1750 1750 480 Yes Rugid 6 6 Liberty 16655 SE 136th Street Submersible 1-Duty 1-Standby Flygt Flygt 617 617 69 69 20 20 1755 1755 460 Yes Allen Bradley Compact Logix 8 Lind Avenue 1891 Lind Avenue SW Submersible Grinder 1-Duty 1-Standby Vaughan Vaughan 500 500 12 12 7.5 7.5 1170 1170 480 Yes Allen Bradley Compact Logix 8 Long 5702 Union Avenue NE Submersible 1-Duty 1-Standby Flygt Flygt 100 100 90 90 10 10 1735 1735 230/460 Yes Rugid 6 4 Misty Cove 5023 Ripley Lane N Submersible 1-Duty 1-Standby Flygt Flygt 190 207 32 32 4 4 3430 3430 460 Yes Allen Bradley Compact Logix 4 Pipers Bluff 1160 Ilwaco Pl ace NE Submersible 1-Duty 1-Standby Flygt Flygt 106 105 66.7 66.7 4 4 3430 3430 460 Yes Allen Bradley Compact Logix 4 Shy Creek 5110 SE 2nd Pl ace Submersible 1-Duty 1-Standby 1-Flow Transfer Flygt Flygt Flygt 550 550 275 40 40 15 10 10 3 1735 1735 1700 460 Yes Rugid 9 8 Stonegate 2615 Nile Avenue NE Submersible 1-Duty 1-Standby Flygt Flygt 425 425 172 172 85 85 1775 1775 460 Yes Rugid 9 8 Talbot Crest 2511 Talbot Crest Drive South Submersible 1-Duty 1-Standby Flygt Flygt 110 110 33 33 3 3 1700 1700 460 Yes Rugid 6 4 Wedgewood 5401 NE 10th Place Submersible 1-Duty 1-Standby 1-Flow Transfer Flygt Flygt Flygt 505 511 400 67.2 67.2 11 15 15 3 1755 1755 1680 460 Yes Rugid 9 8 Westview 1149 Monterey Avenue NE Submersible 1-Duty 1-Standby Flygt Flygt 70 70 34 34 3.8 3.8 3395 3395 2 40 Yes Rugid 6 Bastard 3 Note: Abbreviations: gpm – gallons per minute; TDH – total dynamic head; ft – foot/feet; hp – horsepower; RPM – revolutions per minute. AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 2 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL |JULY 2022 | 2-19 2.5.21 Force Mains A summary of the FMs is provided in Table 2.3. Additional information regarding lift stations and FMs is provided in Chapter 6 – Replacement and Rehabilitation Program . Table 2.3 Collection System Force Main Inventory Diameter (inch) Length (LF) Percentage of System 2 6,970 19.3% 3 1,863 5.2% 4 10,996 30.4% 6 2,979 8.2% 8 12,282 34.0% 10 1,026 2.8% Total (feet) 36,116 100% Total (miles) 6.8 100% 2.6 Water System The City provides water service to City customers from a series of groundwater wells. As shown in Figure 2.4, there are ten reservoirs and one operational storage/equalizing detention clearwell at the Maplewood Treatment and Booster Pump Station (BPS) Facility. These storage facilities within the City total 22,877,053 gross volume gallons of water. The City operates 12 BPS to convey treated water from low pressure zones to high pressure zones. Altogether, the City’s water system is 1,629,560 feet (308.6 miles) with a majority 8 -inch DIPs. The City has a Water System Plan Update (WSPU) that was approved by DOH in February 2021 that includes a conservation plan identified in C hapter 6. Part of the conservation plan discusses the potential for the use of reclaimed water. Further discussion on reclaimed water can be found in Chapter 4 of this Plan. This WSPU was developed by the City in coordination with this planning effort. A wellhead protection program (WHPP) was prepared by the City and approved by DOH in 1999. The City’s Water System Plan Update completed updates to the WHPP. Changes to the program are included in Appendix L-1. Compliance with WHPP requirements is part of a broader City effort identified in the WSPU as the Aquifer Protection Program. In 1998, the City adopted an Aquifer Protection Ordinance to protect its water supply from being contaminated. The ordinance regulates land use within the aquifer recharge area in order to protect the aquifer from contamination and are defined as Critical Areas. As part of aquifer protection the City has designated an aquifer protection area (APA), which is that area within the zone of capture for the City's aquifers and spring. The APA is divided into three zones: • Zone 1 encompasses the 1-year groundwater capture zone for the downtown wells. Regulations adopted for this zone provide the strongest protection for the area that is very close to the most important and vulnerable wells. • Zone 1 Modified encompasses the 1-year capture zones for the Maplewood, Wellfield, and Springbrook Springs, which are partially outside of the City limits. Regulations are somewhat less strict than those in Zone 1 and are intended to provide appropriate AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 2 2-20 | JULY 2022 | FINAL protection for important wells/springs that are deep and/or partially protected by intervening layers of relatively impermeable earth materials. • Zone 2 provides a level of protection adequate for areas that are further away from the most important sources but still within the capture zone or for deep backup wells. Zone 2 encompasses: - The portion of the capture zone for downtown wells that lies between the 1-year capture zone boundary and the City limits. - The portion of the capture zone for Well 5A that lies within City limits. - The portion of the capture zone for Springbrook Springs that lies between the 1-year capture zone boundary and the 10-year bound ary. Land use in Zone 1 is more strictly regulated than in Zone 1-Modified or Zone 2. All new development within Zone 1 must connect to the sewer system. Existing development must connect if it is within 330 feet of a sewer line. In Zone 2, all new platted single-family, multi-family, and commercial development must connect to the sewer system. However, a single-family residence is required to connect only if it is within 330 feet of a sewer line. The water facilities and aquifer protection areas are shown on Figure 2.4. Currently the wellhead protection zones and the aquifer protection areas refer to the same zones. The City is in the process of updating the program: 1) update APA zones to reflect capture zone delineations, 2) will be performing site surveys at facilities within the APA zones that store/use hazardous materials, 3) provide outreach and training for aquifer protection. A more detailed description of the proposed aquifer protection policies can be found in Chapter 3 – Operational Policies and Criteria. Additionally, Appendix L-2 shows the relationship between the wellhead protection zones and where existing septic systems are located in the City. 2.7 Operation and Maintenance The current operation and maintenance program for the sewer utility consists of four elements: normal operations, emergency operations, preventive maintenance and staffing. Normal operation of the sewer system is shared by the Maintenance Services and Utility Systems divisions. The program is described and evaluated in more detail in Chapter 7 – Operations and Maintenance. AGENDA ITEM #6. o) 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú3Ú UT UT UTUT UT UT UT UT UT UT UT UT 3Q 3Q 3Q !ã!ã!ã!ã !ã !ã!ã!ã!ã!ã !ã !ã East Valley RdRai ni er Ave NS 133rd St Oakesdale Ave SWBens on Dr SSW 7th St 140th Ave SENE SunsetBlvd §¨¦405 Maple Valley Hwy 164th Ave SECedar River Trail S E J o n e s R d Lake Youngs Service RdSE May Valley Rd Union Ave NESE Petrovitsky Rd §¨¦5 LakeBoren LakeDesire SpringLake Lake Youngs Shady Lake Lake Jolie Ham Lake PantherLake Cedar River Lake Washington PW-5A Highlands Chlorination Facility HighlandsReservoirs HazenReservoir Mt Olivet Reservoir EW-3R, PW-9,RW-1,2 & 3, PW-83Q CorrosionControl Facility West Hill Reservoir MaplewoodChlorinationFacility PW-10 PW-12 PW-11, PW- 17Rolling Hills Reservoirs494 & 594 North TalbotReservoir South TalbotReservoir Southbrook SpringsTreatment Plant PW-4 Shy CreekLiftstation Devils ElbowLift Station East ValleyLift Station Talbot CrestLift Station Dennys LiftStation Long LiftStation KensingtonCrest Lift Station WedgewoodLift Station WestviewLift Station Lind AveLift Station Lake Washington#2 Lift Station CottonwoodLift Station Lake Wash.Flush Lift Station Stone GateLift Station Falcon RidgeLift Station Liberty LiftStation Lake WashingtonBeach LiftStation Pipers BluffLift Station Baxter LiftStation Misty CoveLift Station Airport LiftStation Last Revised: September 06, 2019 \\io-fs-1\Data\GIS\GISBackup\Renton\WaterSystemPlan2017\Water Facilities and Aquifer Protections.mxd O 0 10.5 Miles Legend !ã Production Well UT Reservoir 3Q Water Treatment Plant Aqu ifer Protectio n Zones Zone 1 Zone 1 Modified Zone 2 Lift Station 3Ú City of Renton 3Ú King County Gravity Pipeline City of Renton Force Main King County Force Main King County Gravity Main Study Area Renton City Boundary Roads Disclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton CHAPTER 2 | LONG RANG E WASTEWATER MANAG EMENT PLAN | CIT Y OF RENTON Figure 2.4Water Facilities andAquifer Protection Areas AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 3 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 3-1 Chapter 3 OPERATIONAL POLICIES AND CRITERIA 3.1 Introduction The existing sewer system is designed and operated according to specific ordinances, regulations, and engineering standards (hereafter collectively referred to as policies and criteria). All of the policies originate from eight sources, listed in descending order, from those with the broadest authority to those with the narrowest: • Federal Regulation – Environmental Protection Agency (EPA). • State Regulations – Department of Ecology (Ecology). • King County (KC) Policies – Department of Natural Resources – Wastewater Treatment Division. • City of Renton Comprehensive Plan. • City of Renton Ordinances – City Council. • Administrative Policies – Mayor. • Department Policies – Public Works Department. • Long-Range Wastewater Utility Policies – Wastewater Utility Staff. Federal regulation, state regulations, county policies, and city ordinances dictate requirements that are set by law. Policies that originate in the Office of the Mayor, Public Works, or Wastewater Utility cannot be less stringent or in conflict with other, broader laws. Those policies and criteria referencing the Long -Range Wastewater Management Plan (LRWWMP) have or will become official policies with the adoption of the LRWWMP by City of Renton (City) City Council. 3.2 Operational Goal The goal of the City’s Wastewater Utility is to provide adequate, reliable sanitary sewer services at a minimum cost to the customer. Guiding the Wastewater Utility’s daily operations as well as its planning activities, the policies in this LRWWMP stem from this goal. Objectives and policies that fall into six areas of emphasis support this broad service goal: 1. Customer Service. 2. Planning Objective. 3. Service Area Extension . 4. Financial. 5. Facility. 6. Operations. The policies and criteria supporting each objective are provided below. Note, given the nature of the content, this chapter is presented in traditional policy format, rather than outline format that is used in other chapters. For actual wording of a given policy and criteria, refer to the indicated source for complete text. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 3 3-2 | JULY 2022 | FINAL 3.3 Customer Service Objective Ensure the availability of an adequate level of sanitary sewer service that is consistent with land use, environmental protection, and annexation goals and policies. 3.3.1 Policies • Sewer facilities and services should be consistent with the growth and development concepts directed by the Comprehensive Plan (Policy U -1, 2018 City of Renton Comprehensive Plan). • Ensure and encourage the use of the sanitary sewer system within the urban areas in a manner consistent with land use and environmental protection goals and policies (LRWWMP). • All new developments should be required to connect to the sanitary sewer system, except properties that have adequate soils to support on-site septic systems, are zoned for low density single family residential development , located away from environmentally sensitive areas, and outside Aquifer Protection Areas (Policy U-2 1, 2018 City of Renton Comprehensive Plan). • Actively promote connection to the public sewers by all residents within the City’s service area (LRWWMP). • Public sewer expansions shall not occur in the Rural Area and on Natural Resource Lands except where needed to address specific health and safety problems threatening the existing structures and the use of septic or other onsite wastewater systems has been determined by KC to be not feasible; or to serve a new school authorized to be located in the Rural Area by R-327 (Policy F-264.A, 2018 King County Comprehensive Plan). 3.3.2 Implementation • The owner of each house, building or property used for human occupancy, employment, recreation or other purpose, situated within the City and abutting on a public sanitary sewer of the City which said public is hereby required at the owner’s expense to install suitable toilet facilities therein and to connect such facilities directly with the proper public sewer in accordance with the provisions of this Chapter, within ninety days after the date of official notice to do so (Renton Municipal Code [RMC] 4-6-040.A). • Where a public sanitary or combined sewer is not avail able under the provisions of Title IV Chapter 6 of the RMC, the building sewer shall be connected to a private sewage disposal system complying with the provisions of this section (RMC 4-6-040.A.1). • The owners of private sewerage disposal systems shall operate and maintain the facilities in a sanitary manner at all times at no expense to the City (RMC 4-6-040.I.4). • The owner or occupant of lands or premises located within the urban growth area (UGA) (as defined in the King County Comprehensive Plan ) undertaking new residential or nonresidential construction, short subdivision or subdivision from which sewage will originate shall connect to a public sewer, provided the sewer utility permits such connection (King County Board of Health Rules and Regulations [KCBHRR] No. 3, 13.04.050). • Sanitary sewers, together with all appurtenances, shall be constructed or deferred before a final short plat is submitted or a short subdivision is recorded. Sanitary sewers shall be constructed to specifications and standards of the Wastewater Utility, approved by the Department and in accordance with other standards of the City. A AGENDA ITEM #6. o) CHAPTER 3 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 3-3 separate construction permit will be required for any such improvements, along with associated engineered plans prepared per the City’s drafting standards and associated fees (RMC 4-7-100). • Unless septic tanks are specifically approved by the Planning/Building/Public Works Department and the KC Health Department, sanitary sewers shall be provided by the developer at no cost to the City and desig ned in accordance with City standards. Side sewer lines shall be installed eight feet into each lot if sanitary sewer mains are available, or provided with the subdivision development (RMC 4-6-040F). • Development that is within two hundred feet of a public sewer, where an on -site system (OSS) is operating, connection to the public sewer is required when the sewering authority permits such connection and when: - Repair, modification, or replacement of the system is necessary, or the existing OSS has failed and an OSS fully conforming to this title cannot be designed and installed (KCBHRR 13.04.050). - At such time that additional construction which in any way affects the on-site sewage system is proposed (KCBHRR No. 3, 13.04.050). - They are part of a sewer Local Im provement District (LID) (RMC 4-6-040.A). • New development (residential and non -residential) in Zone 1 of the Aquifer Protection Area (APA) shall be required to connect to the City sewer system (RMC 4 -6-040J.1.a.i). • All existing development (residential and non-residential) in Zone 1 of the APA that is within the specified proximity of existing or future gravity sanitary sewer shall be required to connect to the City sewer system within two years of the availability of the new sewer line (RMC 4-6-040J.1.a.iii). • Any new development (residential and non -residential) in Zone 2 of the APA shall be required to connect to the City sewer system (new single-family residential development on existing lots may be allowed to use on-site disposal systems until public sewer service becomes available, as determined by the Wastewater Utility) (RMC 4-6-040J.2.a.i). • The City, at the discretion of the Wastewater Utility, may defer compliance with non-health related standards dealing with extension, design, or capacity for tempo rary sanitary sewer service. Temporary sanitary sewer service may include pump tests, temporary discharge permits, connections for temporary construction sit es, or other similar usage. The property owner will retain the responsibility and will execute an agreement to either directly or financially meet said standards at the direction of the City (LRWWMP). • After connection to the sewer system, all private sewage disposal facilities shall be abandoned and filled with suitable material; provided, however, the owner of the subject premises may suitably clean the septic tank to utilize the sam e and any adjoining drain field systems for the disposal of stormwater (RMC 4 -6-040.I.6). 3.4 Planning Objective Ensure that the City’s sewage collection system is consistent with the public health and water quality goals of Washington State (Policy U-F, 2018 City of Renton Comprehensive Plan). AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 3 3-4 | JULY 2022 | FINAL 3.4.1 Policies • Sewer facilities and services should be consistent with the growth and development concepts expressed in the Land Use Element. Extension of sewer service should be coordinated with expected growth and development. (Policy U-20, 2018 City of Renton Comprehensive Plan). • Apply level of sanitary sewer service standards consistently throughout the service area (LRWWMP). • Sewer system improvements supporting areas of the City projected to experience high levels of growth should be prioritized to ensure that sewer service is concurrent with anticipated growth. (Policy U-2 5, 2018 City of Renton Comprehensive Plan). • Timely and orderly extension of the sewer system should be provided within the City’s existing and future service areas to meet public health requirements (Policy U -24, 2018 City of Renton Comprehensive Plan). • Implementation and coordination of programs for the improvement, phasing and financing of sewer infrastructure should be developed consistent with the Land Use Element of the Comprehensive Plan (LRWWMP). • Approval of development should be conditioned on the availability of adequate utility service and should not result in decreases in local levels of service for existing development. All new development should be required to pay their fair share of construction costs for necessary utility system improvements (Policy U -5, 2018 City of Renton Comprehensive Plan). • Sewer f acilities and services should be in place prior to occupancy of development projects (LRWWMP). • Sewer service should be expanded so that the current levels of service are maintained through build-out of the adopted land use (LRWWMP): - Note: While land use pl ans typically deal with twenty-year projections, the sewer facilities installed today have a life expectancy of 75 to 100 years. A Sanitary Sewer Utility has to consider the current Land Use Plan, historical trends, and predictions for further growth when designing sewers. The Wastewater Utility may install a facility larger than needed for the land use projected in the 20 -year plan if additional capacity needs are projected for the long -term future. It is in the best interests of the ratepayers to obtain the longest use possible from a facility and not have to replace newer facilities. • Continue coordination with KC Wastewater Treatment Division regarding Inflow/Infiltration reduction initiatives, system improvements, and interconnections between City and KC sewer infrastructure (Policy U -27, 2018 City of Renton Comprehensive Plan). • Protect surface and groundwater quality through coordination with KC to reduce surcharging conditions that may cause wastewater overflows (Policy U -26, 2018 City of Renton Compreh ensive Plan). • Coordinate with non-City sewer providers operating within the City and neighboring jurisdictions to accommodate road construction and other public works projects (Policy U-2 3, 2018 City of Renton Comprehensive Plan). • For planning purposes, the Wastewater Utility should use sanitary sewer service boundaries established by agreement with adjacent municipalities. Where boundaries AGENDA ITEM #6. o) CHAPTER 3 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 3-5 do not exist, the Wastewater Utility shall use natural basins, KC’s Urban Growth Boundary (UGB), and negotiations with adjacent sewer service providers to determine the ultimate service area (LRWWMP). • Facilities should be planned and sized to serve natural basins to minimize the need for pumping and inter-basin transfers (LRWWMP). • Projected sewage flows from development should be calculated based on adopted land use plans and policies. These projections should be used as a guide in developing the wastewater Capital Improvement Program (CIP). The CIP should be updated as land use plans and policies are revised (Policy U-22 , 2018 City of Renton Comprehensive Plan). 3.5 Service Area and Extension Objectives Ensure the availability of an adequate level of sanitary sewer service to areas annexing to the City or areas within the City’s Potential Annexation Area (PAA). 3.5.1 Policies • Support annexation where infrastructure and services allow for urban densities, service providers would be consolidated, and/or it would facilitate the efficient delivery of service. (Policy L-8, 2018 City of Renton Comprehensive Plan). • Ensure the availability of an adequate level of sanitary sewer service through system planning that is consistent with land use, environmental protection, and annexation goals and policies (Goal U-E, 2018 City of Renton Comprehensive Plan ). • The City will follow state guidelines that define a City's ability to assume facilities in annexation areas (LRWWMP). • The City may assume existing portions of adjacent sanitary sewer systems, at the discretion of the City Council, when such assumptions promote the logical and efficient development of the City’s sanitary sewer system (LRWWMP). • Allow the extension of sanitary sewer services within the City’s PAA according to such criteria as the City may require. Sanitary sewer service shall not be established within the boundaries of another sewer service provider’s district, except by agreement with that provider. • As the service provider, the City is the point of contact or focal point. Not all regulations or criteria originate with the City. Some regulations or criteria originate at the federal, state, or county level. All applicable regulations will be followed in the provision of service in unincorporated areas (LRWWMP). • Areas annexed without existing municipal sanitary sewer service shall be served by the City unless a service agreement exists or is negotiated with a neighboring utility (LRWWMP). • The City Council shall consider annexations without assumptions of existing sanitary sewer facilities under the following conditions: - The sanitary sewer facilities are or will be operated and maintained by an adjacent municipal utility. - The adjacent utility has executed a service boundary agreement with the City. - The annexation area is better served by the adjacent utility either because of location within a drainage basin or because it is the most logical extension of facilities (LRWWMP). AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 3 3-6 | JULY 2022 | FINAL • When areas outside of the city limits annex to the City, they must be provided with an adequ ate level of sewer service. The City will serve annexed areas that do not have sewer service unless a service agreement exists or is negotiated with a neighboring utility. (LRWWMP). • Areas annexed with existing sanitary sewer service must meet the City's sanitary sewer service objectives. Upgrading of sanitary sewer facilities to City standards, within all or portions of newly annexed areas will be required if there is a threat to public health and safety. If improvements are necessary, they may be accomplished by developer installation or LID as a condition of the annexation (LRWWMP). • In the UGA all new development shall be served by public sewers, unless application of this policy to a proposal for a single-family residence on an individual lot would deny all reasonable use of the property; or sewer service is not available for a proposed short subdivision of urban property in a timely or reasonable manner as determined by the King County Utility Technical Review Committee. These onsite systems shall be managed by the property owner that can consider an Onsite Sewage System Maintainer certified by the Public Health – Seattle & KC. (2018 King County Comprehensive Plan, Policy F -255). • KC shall work with cities, special purpose districts, other local service providers and residents to identify and distinguish local, countywide and regional services. Over time, cities will assume primary responsibility for coordinating the provision of local services delivery in urban areas. In general, the county will continue t o provide local services delivery within the Rural Area and Natural Resource Lands. Special purpose districts may still provide services, where appropriate. The county will also assume primary responsibility for coordinating the provision of countywide services, including countywide services that must be delivered within City boundaries. The county will also work with cities, special purpose districts, and other counties to identify regional service and facility needs and develop strategies to provide them. (2018 King County Comprehensive Plan, Policy F-102). 3.5.2 Implementation It is recommended the City update the City Code to ensure the availability of an adequate level of sanitary sewer service to areas within the City’s Potential Annexation Area (PAA) that includes all developments. As currently written, sanitary sewer service to properties outside the City’s corporate limits will not be permitted except under the following conditions: - Public Entity: The applicant is a municipal or quasi-municipal corporation including a school, hospital or fire district, KC, or similar public entity. - Necessary Service: Service is necessary to convert from a failed or failing septic system or in the area that has been defined by the Seattle-King County Health Department as a health concern area. - Vested Service: Those properties for which the City has granted a valid sewer availability certificate prior to July 21, 2008, and the project has a current vested right to build. - In the City’s Sewer Service Area, Existing Legal Lot(s) Desiring to Construct One Single-Family Residence or Connect One Existing Single-Family Residence: The Administration may approve the connection of one single-family residence on an existing legal lot. AGENDA ITEM #6. o) CHAPTER 3 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 3-7 • In any case, as a condition of sewer service by the City, the property owner(s) shall execute a covenant to annex for each parcel when the property being provided sewer service is within the City’s PAA (RMC 4 -6-040.C). 3.6 Financial Objective Provide sound financial policies on which to base operations of the Wastewater Utility that will allow the utility to meet its overall goal. 3.6.1 Policies • Criteria should be established for developing the fees and rates necessary to maintain the Wastewater Utility’s established level of service (LRWWMP). • The Wastewater Utility shall be operated as an enterprise utilit y (financially self -supporting) (LRWWMP). • The Wastewater Utility should use a rate setting process that complies with standards established by the American Public Works Association (LRWWMP). • The Wastewater Utility should use cost -based rates and additional charges that: - Recover current, historical, or future costs associated with the City's sanitary sewer system and services. • Equitably charge utility customers to recover costs commensurate with the benefits they receive. • Provide adequate and stable sources of funds to cover the current and projected annual cash needs of the Wastewater Utility (LRWWMP). • Portions of the revenue generated from sewer user rates will be used for wastewater utility related capital improvement projects, including deb t service for the projects (RMC 8-5-15F). • New customers seeking to connect to the sanitary sewer system shall be required to pay charges for an equitable share of the cost of the system. Revenue from these charges is used to finance part of the CIP (RMC 4-1-180.C). • Customers should be charged for supplemental, special purpose services through separate ancillary charges based on the cost to provide the service. Ancillary charges create more equitable fees and increase operating efficiency for services to customers. Revenue from ancillary charges should be used to offset operations and maintenance (O&M) costs (LRWWMP). • The utility should maintain information systems that provide sufficient financial and statistical information to ensure conformance with rate-setting policies and objectives (LRWWMP). • Rates shall be developed using the cash basis to determine the total revenue requirements of the Wastewater Utility (LRWWMP). • User charges shall be sufficient to provide cash for the ex penses of operating and maintaining the Wastewater Utility. To ensure the fiscal and physical integrity of the Wastewater Utility, an amount shall be set aside each year for capital expenditures from retained earnings, that is, an amount shall be set aside to cover some portion of the depreciation of the physical plant. The amount may be transferred from the Sanitary Sewer Fund to the Construction Fund for general purposes, or for specific purposes, such as creating a reserve for main replacement (LRWWMP). AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 3 3-8 | JULY 2022 | FINAL • A Working Capital Reserve will be maintained to cover emergencies, bad debts, and fluctuations in cash flow (LRWWMP). • The customer classes for the utility shall be single-family (including attached single-family), commercial (including multi-family), and industrial (RMC 4-6-040.E.2). • The inflation rate should be based on information provided by the Finance Department (LRWWMP). • Large industrial users should be charged for services on the same basis as all other users (LRWWMP). • The utility should use generally accepted cost allocation principles for all cost allocation purposes (LRWWMP). • The utility fees and charges should be calculated for the service area as a whole. Rates should be the same regardless of location (except for the inside/outside City distinction discussed below) (LRWWMP). • When the City takes over existing service of properties outside the City limits by agreement with an adjacent district, the City shall charge the normal in-city rates (LRWWMP). 3.6.2 Implementation • For customers residing ou tside the City limits, sanitary sewer rates are 1.5 times the residential City rates (RMC 8-5-15C). • Renton provides for a senior and/or disabled citizen discount on City sewer rates (RMC 8-5-15D4). • Owners of properties that have not been assessed or charged an equitable share of the cost of the sanitary sewer system shall pay, prior to connection to the system, one or more of four charges: - System development charge. - Special assessment charge. - Latecomer's fees. • Inspection/approval fees. 3.7 Facility Objective Provide a wastewater collection system that ensures adequate capacity and system reliability, is consistent with land use and environmental protection goals and policies, and is well maintained. 3.7.1 Policies • Protect the health and safety of City citizens from environmental hazards associated with utility systems through the proper design and siting of utility facilities (LRWWMP). • Promote the co -location of new utility infrastructure within rights-of-way and ut ility corridors, and coordinate construction and replacement of utility systems with other public infrastructure projects to minimize construction related costs and disruptions (LRWWMP). • Design criteria should be established to provide an optimum performance level and a standard of quality for the sanitary sewer system (LRWWMP). AGENDA ITEM #6. o) CHAPTER 3 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 3-9 • All lift stations that will be converted to public maintenance shall have control and telemetry systems that are consistent and compatible with the current City system (LRWWMP). • Joint use facilities will be pursued only in those areas where they would improve reliability or reduce operating costs. All joint use facilities must comply with City policy and design standards (LRWWMP). 3.7.2 Implementation • Public sewers shall conform to the lat est City standards, as adop ted by City Code, as well as Ecology Criteria for sewage works design and the Recommended Standards for Sewage Works of the Great Lakes-Upper Mississippi River Board of State Sanitary Engineers. The standards are subject to review by Ecology. All public sewer extensions shall conform to City standards and be consisten t with the City LRWWMP (RMC 4-6-040.F.2). • The public sewer shall be polyvinyl chloride (PVC) plastic pipe American Society for Testing Methods (ASTM) D 3034. Rubber gaskets for PVC pipe shall meet ASTM 1869 standards. However, ductile iron (DI) American Water Works Association (AWWA) C151, that is Type II push-on or Type III mechanical joints, together with cement mortar lining that is 3/32 of an inch in accordance wit h AWWA C 104 and PVS C900 pipes can be used for force mains or areas with external loading concerns. Also public sewers installed in filled or unstable ground, in areas with high ground water levels, or in areas where the potential for infiltration occurs, may be required to be either DI, or PVC plastic pipe. Exact pipe material shall be as determined by the Wastewater Utility. Alternative pipe materials may be considered by the Wastewater Utility on a case-by-case basis. Minimum size shall be 8 inches in diameter (RMC 4 -6-040.F.3). • Manholes shall be installed at the end of each line, at all changes of grade, size or alignment, and at distances no greater than 400 feet for 15-inch diameter sewers or smaller. Greater spacing may be permitted in larger sewers. Manholes shall be a minimum of 48 inches in diameter, shall be precast concrete or cast in place concrete, with steel reinforc ement. Steps shall be placed at 1-foot intervals, conforming to current safety regulations. • The manhole covers shall be 24 -inch d iameter cast iron (CI) frame and lid. All connections to the manhole shall match the existing inverts or have a drop connection in accordance with current City standards (RMC 4-6-040.F.5). • All private lift stations for commercial or multi-family use shall have alarm and standby emergency operation systems, and meet or exceed Ecology specifications as detailed in Recommended Standards for Sewage Works. All private single-family lift stations shall meet or exceed City standards for that type of facility (RMC 4-6-040.F.6). City provides development guidelines for lift stations and review during building permit approval. The development handout is included in Appendix N. • All person(s) or local improvement districts desiring to extend sanitary sewer mains as part of the City's system must extend said mains under the supervision of the Wastewater Utility (RMC 4-6-040.F.7). • No property shall be served by City sewer unless the sewer main is extended to the extreme boundary limit of said property as required by this section. All extensions shall extend and cross the full width of the property to be served by sewer except when AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 3 3-10 | JULY 2022 | FINAL shown by engineering methods, to the satisfaction of the Wastewater Utility, that future extension is not possible or necessary. If an exemption is granted, the property owner is not relieved of the responsibility to extend the main and shall execute a covenant agreeing to participate in an extension if, in the future, the Wastewater Utility determines that it is necessary (RMC 4 -6-010.B). • Any facility improvements, identified by the current adopted LR WWMP, that are not installed or are being installed must be constructed by the property owner(s) o r developer(s) desiring service (RMC 4-6-040.B). • Any party extending utilities that may serve other than that party's property may request a latecomers' agreement from the City (RMC 9-5-1). • Any party required to oversize utilities may request that the utility participate in the cost of the project (RMC 4 -6-010.C). • Grease and oil interceptors or other approved methodology, shall be required on all restaurant, garage, and gas station premises and shall be so situated as to intercept the sources of grease and oil wastes but exclude domestic or human wastes. Grease, oil, and sand interceptors shall be provided in any other case if, in the opinion of the Wastewater Utility, they are necessary for the proper handling of liquid wastes. All interceptors shall be of a type and capacity approved by the Wastewater Utility (RMC 8-5-11). • Old building sewers may be used in connection with new buildings only when the Wastewater Utility finds they meet all standards and specifications of the City. The applicant / owner is required to provide testing / examination material (i.e., c losed -circuit television [CCTV]) prior to the City determination (RMC 4-6-040.G.13). • The size and slope of the building sewer shall be subject to the approval of the Wastewater Utility. The standard minimum sizes and slopes are (RMC 4 -6-040.G.3): - 4 inches at a 2 percent slope (1/4 inch per foot) for single-family residential. - 6 inches at a 2 percent slope (1/4 inch per foot) for multi-family, commercial, or industrial. • In no event shall the diameter of the side sewer stub be less than 6 inches. The Wastewater Utility may allow, under certain circumstances, a 6-inch side sewer to be laid at no less than 1 percent (1/8 inch per foot). A grade release holding the City harmless for the flatter slope will be required . • If a building cannot be served by a gravity system an approved, private lift station may be utilized to provide service (RMC 4 -6-040.G.5). 3.7.3 Analysis and Design Criteria Wastewater Flow Rates: Wastewater flow rates will be established based on adopted land use plans and policies as reflected in the Puget Sound Regional Council (PSRC) Land Use Baseline projections. Per capita and employee flow rates will be calibrated to flow measurement data (LRWWMP). 3.7.3.1 Sanitary Sewer Design Criteria All sewer lines within the City shall be designed in accordance with good engineering practice by a professional engineer with minimum design criteria presented in Chapter C1 of the "Criteria for Sewerage Works Design," prepared by Ecology, November 2007, or as superseded by AGENDA ITEM #6. o) CHAPTER 3 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 3-11 subsequent updates. The sewer lines shall also conform to the latest City Standards and Specifications. Detailed standards are included in Title 4, Chapter 6 of the City Code: • Design Loading for Sanitary Sewer Facilities: Sanitary sewer system flows are composed of residential, institutional, commercial, and industrial sewage, along with infiltration and stormwater inflow. Sanitary sewer systems must be capable of conveying the ultimate peak flows of these wastewater sources. No overflo ws shall be permitted (LRWWMP): - Design Period: The design period is the length of time that a given facility will provide safe, adequate and reliable service. The period selected for a given facility is based on its economic life, which is determined by the following factors: the structural integrity of the facility, rate of degradation, cost of replacing the facility, cost of increasing the capacity of the facility, and the projected population growth rate serviced by the facility. Collection and interceptor sewers are designed for the ultimate development of the contributing area. The life expectancy for new sanitary sewers, using current design practices, is in excess of eighty years (LRWWMP). • Design of Sanitary Sewer Facilities: Allowable sewer pipe shall be high-density polyethylene (HDPE) or PVC. For normal depth, PVC is generally preferable, because it has longer laying lengths, which results in fewer joints, reducing the potential for infiltration. Table 3.1 summarizes sanitary sewer design criteria (LRWWMP): - Gravity Sewer Sizing: Gravity sewers are sized to provide capacity for peak, wet -weather flows. The smallest diameter sewer allowed is 8 -inches, except for limited conditions. All sewers will be laid on a grade to produce a mean velocity when flowing half-full of at least two feet per second. - Manhole Sizing: Manholes will be at least 48-inches in diameter and will be spaced at intervals not to exceed 400 feet on sewer lines 15-inches in diameter or less, and 500 feet on sewer lines 18 -inches in diameter or larger. These distances are consistent with most standards, but approval can be granted for longer distances. - Roughness Coefficient: The Manning equation shall be used to design and analyze wastewater flow characteristics of the sanitary sewers. The Manning roughness constant [n] shall vary depending on the pipe material. For sewer modeling, a Manning’s equivalent of 0.013 will be used. Typical values are summarized in Table 3.1. - Reference Datum: The North American Vertical Datum (NAVD) 1988 is the standard datum used within the City for design and construction of sanitary sewer facilities. - Separation between Sanitary and Other Facilities: Ecology requires a ten -foot horizontal separation of water and sewer facilities for health reasons. Sanitary and storm sewer facilities require seven feet separation per the Surface Water Design Manual and shall have basic separation requirements for construction purposes. In unusual conditions the separation distance can be shortened, but a minimum horizontal separation of five feet between sanitary and other facilities shall be maintained per Ecology. Wherever possible, a horizontal separation of seven feet is desirable. These distances are measured edge to edge. - Hydraulic Analysis: The hydraulics of the City’s sewer service area is modeled with the MikeUrban software program by the Danish Hydraulic Institute (DHI). The AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 3 3-12 | JULY 2022 | FINAL model was calibrated and updated to reflect the system wet weather flows in 2018. The City currently maintains and updates the model as needed. • All new developments, with the exception of developments involving less than five single-family residences, may require a hydraulic analysis. The sanitary sewer system hydraulic analyses will be performed using the City's hydraulic computer model. The developer may be responsible for paying the cost of the analysis of the sanitary sewer system. If the analysis concludes improvements need to be made, the developer and the City may need to negotiate cost allocation. Table 3.1 Sanitary Sewer Design Criteria Criteria Details Sanitary Sewer Sizing: Peak Wet -Weather Flow Minimum Sewer Size: 8 inches in Diameter (6 inches for limited conditions) Pipe Materials: PVC HDPE Manholes: Maximum Spacing 400 feet for pipe < 15 inches 500 feet for pipe > 18 inches Minimum Manhole Size 48 inches in diameter Minimum Clear Opening 23 inches in diameter Maximum Depth 20 feet (where possible) Separation From Water Mains: Horizontal Separation (Parallel) 10 feet Minimum Horizontal Separation (Parallel) 5 feet Minimum Vertical Separation (Perpendicular) 18 inches Hydraulic Criteria: Depth to Diameter Ratio 0.85 Minimum Scouring Velocity 2 feet per second Manning Roughness Coefficient Design 0.013 PVC 0.011 Concrete 0.012 Lined DI / CI 0.012 Vitrified Clay 0.013 Sewer Modeling 0.013 AGENDA ITEM #6. o) CHAPTER 3 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 3-13 3.7.3.2 Lift Station Design Criteria Sewage lift stations within the City shall be designed in accordance with good engineering practice by a professional engineer using the minimum design criteria presented in Chapter C2 of the "Criteria For Sewerage Works Design," prepared by Ecology, August 2008, or any subsequent updates, and shall conform to the latest City standards and specifications. Detailed standards are in cluded in Title 4, Chapter 6 of the City Code. Table 3.2 summarizes Lift Station design criteria (LRWWMP): • Design Loading for Lift Stations: Lift stations shall be designed to handle the peak, wet -weather flow from the contributing area. All lift stations, except for private stations for a single-family home, shall have a minimum of two pump units, each with the capacity to handle the expected maximum flow: - Design Period: The design period for lift stations shall take into consideration long-term needs, rep lacement or expansion difficulties, service area growth rate and useful life. A lift station should have a minimum design period of twenty years for the facility and ten years for mechanical and electrical equipment. Consideration should be given to longer design periods for lift stations that are expected to serve an indefinite life. Consideration must also be given to the ability of the consumers to pay for the facilities. • Design of Lift Station Facilities: If wide variations in wastewater flow rates are expected for the lift station, then consideration should be given to the use of three or more pumping units. If three pumps are used, two of them must have the capacity to convey peak wastewater flow rates. Each pump shall be capable of passing spheres of at least three inches in diameter: - Backup Power: Each lift station will be provided with an on-site power backup. The City may allow the use of portable power backup for smaller stations. A lift station designed for portable power backup shall be provided with sufficient wet -well storage to allow adequate time for maintenance personnel to transport, setup, and provide the necessary backup, during a power outage. Wet -well storage will be designed on the basis of the peak, wet -weather flow. - Force Mains: Force mains shall be sized to maintain a minimum velocity of 2 feet per second. The force main shall have a maximum velocity of 10 feet per second when all pumps are operating together. Regardless of these velocity criteria, minimum size shall be three inches in diameter. A minimum of four inches in diameter is preferable. - Ownership: Each lift station to be owned by the City shall have control and telemetry systems that are consistent and compatible with the current City system. • Elimination of Lift Station Facilities: Lift station facilities are typically eliminated through the development of the gravity sewer system. Highest priority should be given to elimination of lift station facilities because of their high degree of vulnerability and high O&M costs. Considerations for the elimination of a lift station include environmental risks, life-cycle costs, lift station impacts on downstream sanitary sewer facilities, vulnerability to vandalism, and lift station accessibility (LRWWMP). AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 3 3-14 | JULY 2022 | FINAL Table 3.2 Lift Station and Force Mains Design Criteria Criteria Details General Design Criteria Criteria for Sewerage Works Design . Lift Station Sizing: Peak Wet Weather Flow. Number of Pumps: Minimum of two pumps. Two Pumps: Each pump to handle the peak flow rates. Three Pumps: Two pumps to handle peak flow rates. Design Periods: Facility: 20 years. Mechanical and Electrical : 10 years . Wet-well Storage: Sufficient wet -well storage to allow adequate time for maintenance personnel to transport, setup, and provide the necessary backup, during a power outage. Reliability: On -site power backup . Elimination of Lift Stations: High Priority. Force Mains: Minimum Diameter: 3 inches. Velocity: Minimum: 2 feet per second. Maximum : 10 feet per second . 3.8 Operations Objective Maintain the sanitary sewer system in a safe, reliable, and efficient operating condition. Provide the organizational structure and staff necessary to operate the City's Wastewater Utility system efficiently. 3.8.1 Policies • The City will use its Wastewater Operations Master Plan (OMP) to document current activities and programs into an O&M procedures manual, review programs for effectiveness and future regulatory requirements, analyze and recommend programs in accordance with the City's long-range goals and objectives, and assist with the development of an implementation strategy (LRWWMP). • System Repair and Replacement shall be performed in a manner that includes risk assessment, condition, and coordination with other Capital Projects as part of determining when projects will be performed (LRWWMP). • The City will maintain its wastewater collection system according to the following guidelines: - Maintenance shall be performed by the sanitary sewer maintenance staff and supervised by the Field Superintendent . - All maintenance personnel shall be trained in the procedures and techniques necessary to efficiently perform their job descriptions. - Dry, heated shop space shall be available to all maintenance personnel. AGENDA ITEM #6. o) CHAPTER 3 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 3-15 - Tools shall be obtained and maintained to repair all items whose failure will impact the ability to meet other policy standards. - Spare parts shall be stocked for all equipment items whose failure will impact either the ability to meet other policy standards or the inability to continue providing service to customers. - Equipment and software to conduct condition assessments, including CCTV Inspections (LRWWMP). • The City should provide a preventive maintenance schedule for all fac ilities and equipment. This schedule should be based on the functional and economically useful life of the equipment and facilities as determined by the manufacturer or industry experience: - Worn parts should be repaired, replaced, or rebuilt before they have a high probability for failure. - Pipelines should be replaced through a condition assessment that includes a risk based prioritization. - Where feasible and practical, equipment should be replaced before it becomes obsolete (LRWWMP). • The City will maintain the wastewater collection system in a timely manner that provides service continuity to the customer: - Equipment breakdown repairs will be made even if overtime labor is involved. - Equipment that is taken out of service for maintenance will be returned to service as soon as possible (LRWWMP). • Written records and reports should be maintained on each facility and item of equipment showing its O&M history (LRWWMP). • The property owner shall own and maintain the side sewer from the house connection to the wastewater main, including the building side sewer and the side sewer stub (that portion of the side sewer within the right -of-way or easement). If a side sewer becomes plugged, it is the property owner's responsibility to correct the problem. The City will assist in locating the side sewer based on any as-built records it has. If it is determined that the problem exists within the City sewer main, the City will provide professional clean up and repair service (LRWWMP). • A vulnerability analysis will be performed t o determine a reasonable "worst case" failure for each basin. The analysis will consider the failure of the interceptor and trunk sewers, failure of the largest mechanical component, and power failure to a single power grid (LRWWMP). • The Wastewater Utility is responsible for operating the sanitary sewer system, including its planning, design, O&M, records management, customer service, and construction management (LRWWMP). • The Wastewater Utility shall consist of two sections: Wastewater Utility Systems Secti on and Surface Water / Wastewater Maintenance Services Section. The Wastewater Utility Systems Section is responsible for project management of CIP projects, planning and design, and customer service. Surface Water / Wastewater Maintenance Services Section is responsible for inspection, testing and repair of facilities, routine preventative maintenance, and responding to emergencies (LRWWMP). AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 3 3-16 | JULY 2022 | FINAL • Wastewater Utility customer service is performed by the Development Services Division (general) and by the Wastewater Utility staff (technical) (LRWWMP). • Ensure wastewater utility staffing is sufficient to maintain the sewer system and provide adequate service to City residents. Staffing levels should be commensurate with the physical extent of the sewer system and the number of residents served (Policy U-24, 2018 City of Renton Comprehensive Plan). • Provide the levels of staffing and diversity of skills necessary to operate the City's wastewater utility system (LRWWMP). • The Wastewater Utility should utilize the expertise in other City departments, according to inter-departmental agreements, to augment the Wastewater Utility's expertise (LRWWMP). 3.8.2 Implementation Restaurants and other food processing establishments, garages, and gas stations shall install and maintain grease traps, grease and oil interceptors, or other approved methodology on their premises as determined by the Wastewater Utility (RMC 8 -5-11). 3.9 Recommendations The City has robust policies and criteria to aid in providing adequate, reliable sanitary sewer service at a minimum cost to the customer. These policies and criteria are found in the Comprehensive Plan, RMC, reference manuals, and as LRWWMP policies. Through review of these documents, a discrepancy in Section 3.3.2 was found in regard to the distanc e from an OSS. We recommend the RMC is revised to be consistent with the KC Health Department. The recommended policy would state: "Existing development that is within three hundred and thirty feet of a public sewer, where an on -site system (OSS) is operat ing, connection to the public sewer is required when the sewering authority permits such connection and when: • Repair, modification, or replacement of the system is necessary, or the existing OSS has failed and an OSS fully conforming to this title cannot be designed and installed; or • At such time that additional construction which in any way affects the on-site sewage system is proposed (KCBHRR No. 3, 13.04.050). • They are part of a sewer Local Improvement District (LID) (RMC 4 -6-040.A).” The City also identified a discrepancy in Section 3.5.2 in regard to the implementation of areas annexing the City or in the City’s PAA. Currently the code states the City will only provide sewer services outside the City limits under certain conditions. However, the City would like to modify the policy to allow all development the opportunity to connect to public sewers. This will be reflected in a future iterations of the code. We recommend the City continue its regular review of policies and criteria to keep pace with changing system and development conditions. AGENDA ITEM #6. o) CHAPTER 4 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL |JULY 2022 | 4-1 Chapter 4 PLANNING CONSIDERATIONS 4.1 Introduction This chapter describes the City of Renton's (City) land use policies and demographic projections that are used to develop future wastewater flow projections. The City's land use policies and sewer system are connected with adjac ent sewer systems' policies and systems in several ways. Existing land use provides the basis for designing properly sized sewerage facilities, including trunks, interceptors, and lift stations. Many of the basins at the edges of the City's service area are also served in part by other cities or districts. In most cases, the City's sewers are downstream, or at the receiving end of the effluent, from the systems adjacent to the City. Therefore, proper planning for the City's sewers requires that the plans of these adjacent utilities be evaluated. In addition to adjacent utility plans, the land use plans and policies of King County (KC) and the Growth Management Planning Council (GMPC) were also considered. As discussed below the entire planning area is within the Urban Growth Boundary (UGB) established by the GMPC. The City refers to a portion of this area as the Potential Annexation Area (PAA). The City supports the countywide framework policies (F-255 and F -102) that call for the designated Urban Area to be served with sanitary sewers and prefers cities as the provider of sewer services. The entire study area has been designated Urban by the 2018 King County Comprehensive Plan. 4.2 Basis of Planning The Study Area, shown as a dashed green line in Figure 4.1, is the currently agreed -upon service boundary considered for the Long-Range Wastewater Management Plan (LRWWMP). The Study Area encompasses areas that coincide with the City limits and UGB. Two planning periods are evaluated in this LRWWMP: • Existing system . • Build-out . Evaluations are performed for both average dry weather flow (ADWF) and peak wet weather flows (PWWF). The existing system is defined as 2012 sanitary flows calibrated with 2018 flow data. Build-out conditions are projected to occur in 2040. 4.3 Planning Area The planning area for this LRWWMP corresponds, for the most part, with the current City limits and PAA, as shown in Figure 4.1. Service is provided consistent with regional planning and agreements with adjacent utilities. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 4 4-2 | JULY 2022 | FINAL 4.3.1 Existing Service Ar ea The City currently serves customers in the Existing Service Area. As described in Chapter 2 – Overview of Existing Sewer System , the City serves six drainage basins: Black River, Downtown, East Cedar River, East Lake Washington, May Valley, and West Cedar River. Several basins are served by utilities other than the City: City of Renton, City of Tukwila, City of Kent, and Soos Creek Water and Sewer District provide service within the Black River Basin ; Soos Creek Water and Sewer District also provides service within the West Cedar River Basin ; Skyway Water and Sewer District serves parts of the Downtown Basin; and May Valley Basin is partially served by Coal Creek Water and Sewer District. Figure 4.2 shows the City of Renton’s service area and the adjacent sewer systems that border the City. The City has negotiated service area boundaries along the common borders in these Basins with Coal Creek Water and Sewer District, Soos Creek Water and Sewer District, Skyway Water and Sewer District, and Cedar River Water and Sewer District. Additionally, natural boundaries in certain areas make the City the logical sanitary sewer provider to them, especially the area to the east of the Green River within the City of Tukwila. Figure 4.2 reflects these agreed upo n service area boundaries. 4.3.2 Potential Annexation Areas The PAA, the gold line in Figure 4.1, is the area between this line and the existing City boundary, the dashed black line in Figure 4.1. Consistent with City policies outlined in Chapter 3 – Operational Policies and Criteria, property owner(s) in the PAA will be required to execute a covenant to annex for each parcel when the property is being provided sewer service if they meet the City’s sanitary sewer service objectives. The City aims to provide sewer services to areas in the PAA without existing sewer service in a timely and reasonable manner. The total area of PAA for the City is 7,603 acres. AGENDA ITEM #6. o) 142ND AVE SE144TH AVE SES 116TH ST SE 196TH ST SE 148TH ST 172ND AVE SE88TH AVE SLAKE WASHINGTON BLVD NNE 21ST ST UNION AVE NE121ST PL SESE 144TH ST W JAMES ST S 132ND ST BURNETT AVE NS 212TH WAY K L I C K I T A T D R NE 19TH ST S ORCAS ST 84TH AVE SEHARDIE AVE SWSOUTH C E N T E R B L V D MA P L E V A L L E Y H W Y S 208TH ST 120TH PL SES 115TH PL MAIN AVE SSE 141 S T S T TALBOT RD S84TH AVE S135TH AVE SES 1 3 0 T H P L CEDAR AVE S4TH AVE NSUNSET BLVD NE134TH AVE SEBENSON RD SS MORGAN ST S FINDLAY ST LINCOLN AVE NEHOQUIAM AVE NES LEO ST SE 227TH PL S 15TH STWILSON AVE SS 134TH S T 160TH AVE SE126TH AVE SESE 218TH PL 148TH AVE SEN 30TH ST S BANGOR ST IN T E R U R B A N A V E S S LUCILE ST SR 5 1 8 W MERCER WAY112TH AVE SE94TH AVE SSE 179TH ST S 190TH ST S 178TH ST 120TH AVE SE130TH AVE SEWA T E R S A V E S NE 16TH ST 59TH AVE SS 164TH ST 78TH AVE SES 115TH ST 76TH AVE SNE 7TH PL S 130TH STCORNELL AVE SSOMERSET B LVD SE CASCADE KY 127TH AVE SESE 60TH ST EDMONDS AVE NEI -5 FWY SE 79 T H D R N 38TH ST SKAGI T KYCENTRAL AVE NNE 2ND ST NE 12TH ST S OTHELLO ST NE 8TH ST E JAMES ST SE 56TH ST NE 7TH ST 131ST AVE SES L A K E R I D G E D R SE 192ND DR S 23RD ST58TH AVE SWILLIAMS AVE SS 200TH ST S 116 T H P L HARRINGTON AVE NES GRAHAM ST 143RD AVE SE100TH AVE SEBE A C O N A V E S S MEAD ST NE 6TH PL SE 235T H S T DUVALL AVE NES BRANDON ST SE 64TH ST SE 38TH ST 85TH PL SESE 145 T H P L S 2ND STLIND AVE NWSE 75TH P L P E T E R G R U B B R D S E S HOLLY ST 155TH AVE SESE 61ST ST 104TH PL SE63RD AVE SSE 40 T H P L 133RD AVE SEWELLS AVE S137TH AVE SE164TH WAY SE129TH PL SE86TH AVE SE121ST AVE SESE 45TH ST E MERCER WAYSE 200TH ST118TH AVE SE98TH AVE SREDMOND AVE NENE 6TH ST87TH AVE SS 124TH ST SE 8 3 R D S T SE 158T H S T 93RD AVE S52ND AVE SSE 46TH WAY 48TH AVE SSE 48TH DR S 129 T H S T 85TH AVE SSE 134TH ST S E 1 7 0 T H S T162ND AVE SES 19TH ST 164TH AVE SESE 46TH ST OLYMPIA AVE NESE 160TH ST S 14TH S T ANACORTES AVE NES ROXBURY ST W E S T L A K E S A M M A M I S H P K W Y S E CRESTWOOD DR SMONROE AVE NE123RD AVE SEHAZEL AVE NS 117TH ST W A B A S H A V E S 128TH AVE SE54TH AVE SSE 18 3 R D D RJERICHO AVE NESE 221ST S T 175TH AVE SESE 216TH ST NE 9TH ST S 220TH ST HOUSER WAY NKIRKLAND AVE NEN 5TH ST N 6TH ST S MYRTLE ST SE PET R O V I T S K Y R D 66TH AVE SSE 223RD ST SE 128TH ST SE 156TH S T 124TH AVE SESHATTUCK AVE SSE 244TH ST SE 4TH S T N 3RD ST SE 73RD PL S 127TH ST S WILLOW ST BREMERTON AVE NE168TH PL SESE 164TH ST INDUSTRY DRF O R E S T D R S E BRONSON WAY NES RYAN ST S NORFOLK ST TUKWILA PKWY SE 228TH ST SE 55TH ST SE 142ND ST S ALASKA ST S 3RD ST82ND AVE SESE CARR R D S 216TH ST S 128TH ST SE 172ND ST 167TH PL SESE R E N T O N - I S S A Q U A H R D SE 202ND PL108TH AVE SE146TH AVE SE57TH AVE SSE 136TH STROSARIO PL NESE 116TH ST SE 162ND ST NE 22ND ST SE 68TH ST SE 40TH ST SE 42ND ST SE 72ND ST S S U N N Y C R E S T R D DI X O N D R SFOREST AVE SE SE 212TH ST93RD AVE SESTRANDER BLVD SE 234TH ST S 196TH STLAKE WASH INGTON BLVD S SE 138TH PLSW 4 T H P L SR 167SE 208TH ST 150TH AVE SES 218TH ST NILE AVE NE104TH AVE SEN 10TH ST VIL L A G E P A R K D R S ESOMERSET DR SEWEST LAKE DES IRE DR SE177TH AVE SESE 224TH ST S 112TH ST SE 52N D S T ILWACO AVE NEBENSON DR SS 144TH ST LIND AVE SW55TH AVE SNE 10TH STHIGHLAND DRMILL AVE S S 212TH ST SE 183RD ST S 224TH ST NE 23RD PL ANDOVER PARK W50TH AVE S49TH AVE SS 113TH STSEWARD PARK AVE SNEWCASTLE GOLF C L U B R D SE 219TH PL S HENDERSON ST SE 4 7 T H S T S 120TH ST51ST AVE SNE W C A S T L E W A Y 125TH AVE SESE 76TH ST PELLY AVE NSW 7TH ST 188TH AVE SES 121ST ST S 237TH PL N 29TH ST 53RD AVE SSE 51 S T S T 129TH AVE SESE 91ST ST SE 176TH ST 127TH PL SESW 12TH S T SE 223RD DR 161ST AVE SEHIGH AVE SSE 42ND PL NE 4TH ST SE 66TH ST SE 225TH ST SE LAKE Y O U N G S R D SE ALLEN RD BURNETT AVE SSW 39TH ST SE 221ST PL65TH AVE SSE F A I R W O O D B L V D PARKSIDE WAY SEN 32ND ST SE 82ND ST E SMITH ST S LANGSTON RD SOUTHCENTER PKWYL A K E S I D E B L VD E SW 16TH ST 85TH AVE SEN 31ST ST S 192ND ST 171ST PL SE S 204TH ST SE 5TH ST SE 226TH ST MERCE R W O O D D R SW 3R D P L SW SUNSET B L V D SE 106TH ST SE 192ND ST 68TH AVE S149TH AVE SESE 220TH PL77TH AVE SSE 80TH ST 78TH AVE S62ND AVE SSE 2ND PL S 2 3 1 S T S T47TH AVE SSE 180TH STPOWELL AVE SWS JUNEAU ST SE 214TH ST171ST AVE SES 114TH ST 3RD AVE NSE 121ST PL PARK AVE NSE 59TH ST89TH AVE SE88TH AVE SEGARDEN AVE N91ST AVE SE81ST AVE SE92ND AVE SE2ND AVE N1ST AVE NS TAFT ST PASCO PL NENE SU N S E T B L V D MACADAM RD S136TH AVE SESE 241 S T S TMIL ITARY RD S SE 8 0 T H W A Y117TH AVE SESE 188TH ST S 50TH ST S AVON ST 190TH AVE SE80TH AVE SESE 168TH ST S 194TH ST N 4TH ST 132ND AVE SE81ST PL SE116TH PL SES 1 2 6 T H S T 80TH AVE S102ND AVE SE126TH PL SEW SMITH ST SE 65TH ST UNION AVE SESE 1 1 0 T H S T SE 204TH ST S PUGET DRRAINIER AVE N181ST AVE SE176TH AVE SE170TH PL SES 160T H S T SE 58TH ST NE 3RD S T SE 3RD P L S 170TH ST 5 1 S T P L S AIRPORT WAY S TOBIN ST SE 228TH PL SE 4TH P L SE 112TH ST SE 49TH ST SE 240TH ST SE 184TH ST116TH AVE SEABERDEEN AVE NES 240TH ST SW GR A D Y W A Y 64TH AVE SGRANT AVE SSE 149TH STISLAND CREST WAYALVORD AVE NS 32ND ST SE 20 4 T H W A Y R E N T O N A V E S SUNSET BLVD N56TH AVE SS 36TH PLOAKESDALE AVE SW180TH AVE SENE PARK D R 163RD PL SELOGAN AVE NSW 19TH ST 113TH AVE SESE 63RD ST I -405 FWYPUGET DR SERAINIER AVE S S E L I C O R I C E W A Y NE 27TH ST SE 44TH ST COAL CREEK PKWY SE119TH AVE SES E 1 7 0 T H P L 140 T H W A Y S E N 8TH ST 92ND AVE S80TH PL SESE 43RD ST JONES AVE NE174TH AVE SEN 28TH PL N 34TH STN 35TH STN 36TH ST PATRIOT WAY SESE 232ND ST SW 34TH ST 184TH AVE SE72ND AVE S106TH AVE SELUMMI KY SW 41ST ST S GRAD Y W A Y FACTORIA BLVD SEANDOVER PARK ES 228T H S T59TH PL SSE 53R D P L LAKEMONT BLVD SE S 180TH ST M A R T I N L U T H E R K I N G J R W A Y S S 188TH ST SW 27TH ST 156TH AVE SE138TH AVE SE136TH PL SES 222ND ST 66 T H L N S 152ND AVE SEWEST VALLEY HWY183RD AVE SESE 184TH PL 89TH AVE S1 6 6 T H W A Y S E SE 8TH PL W O O D S I D E D R S ESR 599EAST VALLEY HWY SSE C O U G A R M O U N T A I N D R SE MAY C R E E K P A R K D R ORILLIA RD SSE 95TH WAY SE 50T H S T 105TH AVE SES 199TH PL 6TH AVE NS 226TH STS 184TH PLSE 159TH PL I-90 F W Y RIPLEY LN SES E 1 7 1 S T W A Y SE 160TH PL SW 43RD ST 5 6 T H P L S SE ROYAL H I L L S D R SE 196TH D R140TH AVE SESE 6 4 T H W A Y 154TH PL SERENTON-ISSAQUAH RD SENE 31ST ST EAST VALLEY RDS 133RD ST S 135TH ST SE 65TH P L N RIVERSIDE DRNW VILLAGE PARK DRMONSTER RD SWMUNAO MEMOR IA L DR SE NE W P O R T W A Y 80TH PL S 16 9 T H A V E S E FRAGER RD SRUSSELL RD SB E A C O N - C O A L M I N E R D S SE RENTON-MA P L E V A L L E Y R D S E M A Y V A L L E Y R D 1 4 4 TH P L SE SE JONES RD Last Revised: October 28, 2021 \\io-fs-1\Data\GIS\GISBackup\Renton\ WaterSystemPlan2017\Study_Area.mxd O 0 10.5 Miles Legend Study Area Renton City Boundary Potential Annexation Areas Roads Waterbodies CHAPTER 4 | LONG RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON Figure 4.1 Study Area Disclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton AGENDA ITEM #6. o) AGENDA ITEM #6. o) Renton City of Tukwila Cedar River Water and Sewer District Coal CreekUtility District City ofKent Soos Creek Waterand Sewer District Skyway Water andSewer District N 4TH ST 144TH AVE SESE 64TH ST S 116TH ST SE 148TH ST LAKEMONT BLVD SE88TH AVE SNE 21ST ST HOQUIAM AVE NE121ST PL SE78TH AVE SESE 144TH ST SE 204TH ST S 2ND ST NE 12TH ST IN T E R U R B AN A V E S S 132ND ST S 144TH ST 153RD AVE SES 212TH WAYCORNEL L A V E S NE 19TH ST84TH AVE SELAKE WASHINGTON BLVD SEHARDIE AVE SWMAPLE VAL L E Y H W Y K L I C K I T A T D R S 125TH STEDMONDS AVE NES 208TH ST GARDEN AVE NS 216TH ST NE PARK DR S ROXBURY ST CEDAR AVE SS 19TH ST SE 141ST ST TALBOT RD S135TH AVE SEMAIN AVE SCOAL CREEK PKWY SES 1 3 0 T H P L 84TH AVE SSUNSET BLVD NEBENSON RD SLINCOLN AVE NEBREMERTON AVE NESE 227TH PL 100TH AVE SES 15TH ST S 134TH ST 53RD PL S160TH AVE SE126TH AVE SESW 3RD P LW MERCER WAYI-5 FWY112TH AVE SESE 179TH ST S 190TH ST S 178TH S T NE 1 S T S T S 7TH ST 130TH AVE SEW A T E R S A V E S HIGHLAND DR59TH AVE SS 115TH ST 94TH AVE SSE 2ND PL86TH AVE SES 130TH ST SE 183 R D D R S O M E R S E T B L V D S E 127TH AVE SESE 200TH ST SE 79TH DR SE 44TH PL NE 6TH ST NE 2ND ST SE 56TH ST57TH AVE S164TH AVE SENE 8TH ST R A I N I E R A V E S SE 192ND DR S 23RD ST S 200TH ST S 50TH ST 156TH AVE SEUNION AVE NES RYAN ST 58TH AVE S143RD AVE SEJERICHO AVE NEBE A C O N A V E S 133RD AVE SE NE 6TH PL M O R R I S A V E S 131ST AVE SESE PET R O V I T S K Y R D SE 235TH S T 129TH PL SECENTRAL AVE NSE 172ND PL SE 145TH P LHARRINGTON AVE NESE 75TH P L LIND AVE NW155TH AVE SE104TH PL SESE 164TH ST SE 78TH ST 137TH AVE SE164TH WAY SES 38TH CT FOR E S T A V E S SE 1 5 1 S T S TOLYMPIA AVE NESE 45TH ST FORE S T D R S E LAKE WASH ING TON B LVD S76TH AVE SR E N T O N A V E S 98TH AVE SREDMOND AVE NE121ST AVE SE93RD AVE SS 18TH S T SE 186TH ST SE 134TH ST NE 9TH ST SE 46TH WAY SE 83 R D S T SE 158TH ST SE 48TH DR 120TH AVE SE151ST AVE SE128TH AVE SES 14TH ST MONROE AVE NE123RD AVE SE54TH AVE SSE 221ST ST SE 216TH STE MERCER WAY S 220TH ST BURNETT AVE NSE 102ND ST 134TH AVE SEN 6TH ST N 5TH ST 66TH AVE SSE 223RD ST SE 128TH ST SE 156TH STSHATTUCK AVE SHOUSER WAY NSE 4TH ST SE 71ST ST SE 60TH ST INDUSTRY DR124TH AVE SE168TH PL SE68TH AVE SBE A C O N W A Y S E N 3RD ST BRONSON WAY NESE 142ND ST82ND AVE SESE CARR R D S 128TH ST SE 55TH ST HIGH AVE SLAKE WASHINGTON BLVD NKIRKLAND AVE NESE 202ND PL53RD AVE SSE 196TH ST S 3RD ST NE 16TH ST SE 136TH ST SE 147TH ST SE 116TH ST 9 2 N D A V E S E MONTEREY AVE NEROSARIO PL NESE 162ND ST 118TH AVE SENE 7TH S T NE 22ND ST 162ND AVE SESE 44TH ST SE 72ND ST SW GRADY WA Y SE 68TH ST 78TH AVE SFOREST AVE SEWILSON AVE S SE 160TH ST SE 234TH ST 143RD PL SES ORCAS ST S 196TH ST SE 138TH PLSW 4TH P L SR 167NILE AVE NEN 10TH ST VILL A G E P A R K D R S E S 218TH ST 104TH AVE SE65TH AVE SSE 172ND ST WE S T L A K E D E S I R E D R S ERAYMOND AVE SWSOMERSET DR SE88TH AVE SEWOODSIDE DR SE177TH AVE SESE 224TH ST 167TH AVE SES 112TH ST ISLAND CREST WAYSE 52ND S T ILWACO AVE NEBENSON DR S55TH AVE SNE 10TH ST MI L L AVE S NE 20TH ST WOODLEY AVE SNE 24TH ST SE 183RD ST SE 63RD ST NE 23RD PL ANDOVER PARK W52ND AVE SSW LAN G S T O N R D NEWCASTLE GOLF CL U B R D SE 47 T H S T SE 219TH PL NEWCASTLE WAY S LEO ST SE 76TH ST 135TH PL SE F R A G E R R D S S 115TH PL SE 208TH ST N 33RD ST N 29TH ST SE 51ST S T I-90 F W Y S 237TH PL SE 233RD ST SE 91ST ST 129TH AVE SE108TH AVE SESE 176TH ST150TH AVE SEBLAINE AVE NE132ND AVE SESW 12TH ST 161ST AVE SENE SUN S E T B L V D L A K E S I D E B L V D E SE 192ND ST S 212TH ST SE 66TH ST SEWARD PARK AVE S172ND AVE SES HOLLY ST S 31ST ST 125TH AVE SES MORGAN ST 63RD AVE SSE 225TH STWELLS AVE SSW 39TH ST77TH AVE SESE 221ST PLWILLIAMS AVE SSE 218TH PLBURNETT AVE SSE FAIRWOOD BLVD PARKSIDE WAY SEN 32ND ST SE 228TH ST N 30TH ST SE 82ND ST SOUTHCENTER PKWYS LANGSTON RD SW 7TH ST N 31ST ST SW 10TH ST 171ST PL SE SE 73RD PL S LAK E R I D G E D R S 204TH ST SE 5TH ST61ST AVE S116TH AVE SE93RD AVE SESE 106TH ST SE 168TH ST SE 226TH ST 149TH AVE SES 192ND ST 77TH AVE SFIELD AVE NESE 80TH ST 62ND AVE SSE 220TH PL S 231ST S T SE 180TH STPOWELL AVE SWW A B A S H A V E S 171ST AVE SESE 214TH ST S 113TH ST S NORFOLK ST SE 121ST PL S 114TH ST SW SUNSET BLVD SE 184TH ST SE 59TH ST89TH AVE SESE 61ST ST S BANGOR ST 146TH AVE SE91ST AVE SEN 38TH ST S 224TH ST PASCO PL NEDUVALL AVE NE94TH PL SS TAFT ST 136TH AVE SE SE 188TH ST117TH AVE SE S AVON ST S 194TH ST NE 4TH ST S S U N N Y C R E S T R D81ST PL SE116TH PL SESW 5TH PL 80TH AVE S102ND AVE SECRESTWOOD DR SSE 65TH ST SE 223RD DR UNION AVE SESE 110 T H S T S PUGET DRRAIN IER AVE N181ST AVE SE176TH AVE SE170TH PL SE N LANDING WAY SE 58TH ST 147TH AVE SENE 3RD ST SE 3RD PL AIRPORT WAY S TOBIN ST SE 228TH PL SE 112TH ST SE 4TH PL SE 49TH ST SE 133RD ST MINKLER BLVD S 152ND ST 64TH AVE SGRANT AVE SSTEVENS AVE NWSE 149TH ST S 32ND ST SE 204T H WAY56TH AVE SS 36TH PLOAKESDALE AVE SWLIND AVE SW180TH AVE SE163RD PL SELOGAN AVE NSW 19TH ST 140TH AVE SE113TH AVE SEDIX O N D R S PUGET DR SEISLAND DR SSE L I C O R I C E W A Y CASCADE KY SE 70TH ST NE 27TH ST I -405 FWY SW 16TH ST IND E X A V E S E119TH AVE SESE 1 7 0 T H P L 140T H W A Y S E N 8TH ST 98TH PL SNE 17TH ST 92ND AVE S80TH PL SEJONES AVE NE174TH AVE SEN 28TH PL N 33RD PLN 34TH STN 35TH ST NE 5TH ST N 36TH ST PATRIOT WAY SESE 232ND ST SW 34TH ST S 228TH ST 184TH AVE SE72ND AVE SSW 41ST ST 106TH AVE SES GRADY W A YS 126TH STANDOVER PARK E59TH PL SSE 53RD PL S 180TH ST S 187TH ST S 188TH ST SW 27TH ST 85TH AVE SHAZELWOOD LN138TH AVE SE136TH PL SES 222ND STWEST VALLEY HWY152ND AVE SE183RD AVE SELAKEHURST LN89TH AVE S87TH AVE SSE 184TH PL 1 6 6 T H W A Y S E SE 8TH PL EAST VALLEY HWY SSE COU G A R M O U N T A I N D R SE MAY C R E E K P A R K D R132ND PL SESE 50TH S T SE 95TH WAY 105TH AVE SE148TH AVE SES 199TH PL 6TH AVE N4TH AVE NSTRANDER BLVD S 226TH STS 184TH PLSE 159TH PLRIPLEY LN SESE 1 7 1 S T W A Y 183RD WAY SE SW 43RD ST SE 160TH PL 56 T H P L S SE ROYAL HILLS DR SE 196TH DR154TH PL SENE 31ST ST EAST VALLEY RDS 133RD ST S 135TH ST SE R E N T O N - I S S A Q U A H R D N R IVERS IDE DR SE N E W P O R T W A Y M A R T I N L U T H E R K I N G J R W A Y S MONSTER RD SW80TH PL S169 T H A V E S E SE RENTON-MAP L E V A L L E Y R D B E A C O N - C O A L M I N E R D S S E M A Y V A L L E Y R D 14 4 T H P L S E SE JONES RD Last Revised: May 20, 2016E:\KRCD DRIVE\Renton\LRRWRP\Figure 4.1.mxd O 0 1 20.5 Miles Legend City of Renton Wastewater Service Area Neighboring Wastewater Service Areas Renton City Boundary Urban Growth Boudary Roads Waterbodies Utility Systems CHAPTER 4 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON Figure 4.2 Sewer Service Area and Adjacent Boundary AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 4 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 4-7 4.4 Land Use Land Use designations and regulations provide important information in evaluating sewer system capacity. Existing and future land use information is an integral component in projecting wastewater generation for the City and jurisdictions within the service area boundary, including KC, City of Tukwila, and City of Kent. The City designates parcels into twelve land use categories, as shown in Figure 4.3, these categories include: • Residential Single Family. • Residential Low Density. • Residential Medium Density. • Residen tial Multi-Family. • Center Village. • Urban Center Downtown. • Urban Center North . • Employment Area – Industrial. • Employment Area – Valley. • Commercial Neighborhood. • Commercial/Office/Residential. • Commercial Corridor. 4.4.1 City of Renton Land Use The existing land use pattern of the City reflects 100 years of settlement and expansion. The original City was settled in the broad floodplain at the confluence of the Cedar and Black Rivers along the shore of Lake Washington. Downtown Renton, the Renton Municipal Airport, and the Boeing/PACCAR industrial area now occupy these lands. Since the 1950s, the hills and highlands above the valley have been developed primarily for residential housing and accompanying retail businesses. 4.4.1.1 Downtown Renton The Landing Development sits on approximately 60 acres of former Boeing Industrial Land and currently consists of various retail uses and a significant multi-family component. This development will continue to expand within its existing 60-acres over time as current surface parking is replaced by structured parking, thus permitting future infill of additional retail, residential, and commercial office applications. Future phases of The Landing include an additional approximate 30 acres of land for similar uses as the existing. The init ial development of The Landing was a partnership between the City and the developer Harvest Partners. Areas immediately north and south of downtown are characterized by older, single-family development interspersed with small -scale multi-family development s. Outside of the central business district, commercial areas are concentrated along the major arterials and freeway exchanges, including Rainier Avenue, Grady Way, Sunset Boulevard, NE 4th Street, the NE 44th Street exit from Interstate 405, and SW 43rd Street. These areas are generally characterized by low intensity, auto-oriented strip commercial, but also include the City's automall along Grady Way and several large-scale retailers. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 4 4-8 | JULY 2022 | FINAL 4.4.1.2 The Green River Valley South of downtown to the city limits, the Green River Valley has developed with manufacturing, office and warehouse uses. The south and eastern portions of the valley include some commercial uses. New commercial and industrial development activity, as well as changes in business type is expected t o increase sewer flows in the Valley within the future. 4.4.1.3 Residential Growth Significant residential development has occurred on the uplands above the Green River Valley, downtown , and East Kennydale areas. These areas are primarily comprised of single-family neighborhoods, although some concentrations of multi-family and commercial uses exist. West of downtown, residential development extends seamlessly from the City up onto the West Hill of unincorporated KC. On the east side of the service area, residential development extends from downtown to the UGB, with the denser development closer to downtown and becoming less dense as you travel east. The City's PAA and sanitary sewer service area on the East Renton Plateau is generally characterized by large-lot single-family, moderate density single-family developments, and vacant, un-platted parcels. This area, known as the East Renton highlands, has seen significant single-family growth occur over the past decade and anticipates continued expansion of the sewer system. 4.4.1.4 Passive Land Use The geography and hydrology of the City vicinity, as well as a proactive parks acquisition program by the City, combine to provide significant open spaces that constitute a passive land use. Some larger examples include lands adjacent to the Cedar River and May Creek, Gene Coulon Park on Lake Washington, the Black River Riparian Wildlife Habitat area, and habitat areas of the Green River Valley. 4.4.1.5 2015 Comprehensive Plan The City has had a Comprehensive Plan since 1965. The current plan, adopted in 2015 and annually amended, was developed and approved under the regulatory requirements of the Washington Growth Management Act (GMA) and the policy framework of the KC Countywide Planning Policies. While the plan includes Transportation, Housing, Capital Facilities, Utilities, Downtown, Economic Development, and Environmental Elements, it is the policy decisions expressed i n the Land Use Element that gives the plan its primary direction and cohesiveness. This LRWWMP proceeds from and supports the policies and Land Use Map of the Comprehensive Plan. Utility Element policies have been addressed in Chapter 3 – Operational Policies and Criteria. To the extent that the City has jurisdiction or can require compliance, development within the service area must be consistent with the City's Comprehensive Plan. Consistency with certain elements of the Comprehensive Plan is required as a condition of sanitary sewer service outside the city limits. The Comprehensive Plan is intended to provide the basis for all development regulations, functional plans and other City plans and programs that may in some way support, implement or derive from the City's land use plans. The Comprehensive Plan is a broad statement of community goals and policies that direct the orderly and coordinated physical development of the City. The Comprehensive Plan anticipates change and provides specific guidance for future legislative and administrative actions. The Comprehensive Plan also serves AGENDA ITEM #6. o) CHAPTER 4 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 4-9 as a guide for designating land uses and infrastructure development as well as developing community services. 4.4.1.6 Service Outside the City Sewer service outside the City is outlined in the current code. 4.4.2 City of Renton Land Use Designations For the purposes of the LRWWMP, t he Land Use Map adopted on September 22, 2014 within the Land Use Element of the Comprehensive Plan was assumed to represent the intended future pattern of land uses in the planning area as shown in Figure 4.3 with areas tabulated in Table 4.1. The City’s Land Use schema identifies six types of land uses: Residential Low Density, Residential Medium Density, Residential High Density, Commercial & Mixed Use, Employment Area, and Commercial Office Residential. The service area addressed in the LRWWMP includes most of the area within the existing city limits, the UGB, and one area outside the UGB. The area outside of the City (dashed black line in Figure 4.1), and wit hin the study area (solid green line in Figure 4.1) includes 117 acres (0.18 square miles [mi2 ]) within the city limits of Tukwila, approximately 15 acres (0.02 mi2 ) within the city limits of Kent , and 12 acres of unincorporated areas in the City’s PAA (0.02 mi2). Table 4.1 Land Use of Renton’s Sewer Service Area Land Use Designation Within Existing City Boundaries (Acres) PAA (Acres) Residential Single Family 5,000 1,504 Employment Area 1,779 0 Residential Medium Density 925 73 Commercial Neighborhood 32 2 Commercial Corridor 1,046 144 Commercial/ Office / Residential 137 6 Residential Multi-Family 688 286 Employment Area - Industrial 528 47 Residential Low Density 3,782 5,538 Urban Center North 348 3 Urban Center Downtown 233 0 Center Village 216 0 Total 14,714 (23.0 mi2) 7,603 (11.9 mi2) The district designations on the land use map correspond to policies in the Land Use Element of the Comprehensive Plan and are implemented by the City's adopted Zoning Map and Zoning Code. The land use designations are described below based on Renton Municipal Code (RMC) 4-2-020. 4.4.2.1 Residential Designations Residential Low Density Land Use Designation The designation is intended to guide development on land appropriate for a range of low intensity residential and employment where land is either constrained by sensitive areas or AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 4 4-10 | JULY 2022 | FINAL where the City has the opportunity to add larger-lot housing stock, at urban densities of up to four dwelling units per net acre (du/net acre), to its inventory. Residential Medium Density Land Use Designation The Residential Medium Density designation is for "neighborhoods based on a mix of single-family and small to mid-sized multi-family developments built around amenities such as shopping centers, recreation areas, and other community gathering places." Residential medium density land use designations include between three and eight dwellings per acre (R -6 and R-8 Zoning). Residential High Density Land Use Designation The Residential High Density Land Use desig nation provides a mix of residential styles including small lot detached dwellings or attached dwellings. Residential High Density is "intended to increase opportunities for detached dwellings as a percent of the housing stock, as well as allow some small-scale attached housing choices and to create high -quality infill development that increases densi ty while maintaining the single-family character of the existing neighborhood." Higher density neighborhoods may "provide a mix of detached and attached dwelling structures organized and designed to combine characteristics of both typical single-family and small-scale multi-family developments." High density land use designations include between five and fourteen dwellings per acre (R -10 and R -14 Zoning). Residential Multi-Family Designation The multi-family residential land use designation is intended to encourage a range of multi-family living environments that provide shelter for a wide variety of people in differing living situations, from all income levels, and in all stages of life. Densities range from 10 to 20 dwellings per acre (Residential Multi-Family [RMF] Zoning). AGENDA ITEM #6. o) S 130TH PL144TH AVE SESE 211TH ST S 116TH ST SE 196TH ST NE 24TH ST SE 148TH STLAKE WASHINGTON BLVD NNE 21ST ST UNION AVE NE121ST PL SESE 144TH STINTERURBAN AVE S S 132ND ST BURNETT AVE NS 212TH WAY NE 19TH ST84TH AVE SELAKE WASHINGTON BLVD SEHARDIE AVE SWSOUTHCE N T E R B L V D S 125T H ST S 208TH ST 120TH PL SES 115TH PL MAIN AVE SSE 141ST ST TALBOT RD S84TH AVE S135TH AVE SECEDAR AVE SSUNSET BLVD NE134TH AVE SES 202ND ST BENSON RD SLINCOLN AVE NEHOQUIAM AVE NESE 227TH PL 100TH AVE SES 15TH ST S 134TH ST 160TH AVE SE126TH AVE SESE 218TH PL 148TH AVE SEN 30TH ST S BANGOR ST W MERCER WAY112TH AVE SESE 179TH ST S 190TH ST 120TH AVE SENE 1 S T S T S 7TH ST 130TH AVE SESE 44TH PL 59TH AVE S78TH AVE SES 115TH ST 76TH AVE SNE 7TH PL S 130TH STCORNELL AVE SSOMERSET BLVD SE C A S C A D E K Y 127TH AVE SEEDMONDS AVE NESE 79 T H D R N 38TH ST S K A G I T K Y NE 12TH ST96TH AVE SE NE 8TH ST SE 56TH ST R A I N I E R A V E S NE 7TH ST S L A K E R I D G E D R SE 192ND DR S 23RD ST58TH AVE SWILLIAMS AVE SS 200TH ST 156TH AVE SES 116 T H P L HARRINGTON AVE NE94TH AVE SSE 60TH ST143RD AVE SEB E A C O N A V E S MORRIS A VE S NE 6TH PL 131ST AVE SEDUVALL AVE NEWA T E R S A V E S CENTRAL AVE NSE 64TH ST 85TH PL SESE 145 T H P L S 2ND STLIND AVE NWSE 75T H P L P E T E R G R U B B R D S E155TH AVE SESE 61ST ST 104TH PL SE63RD AVE SSE 40 T H P L 133RD AVE SEWELLS AVE S137TH AVE SE164TH WAY SES 38TH CT ANACORTES AVE NE129TH PL SE SE 1 5 1 S T S T SE 38TH ST 86TH AVE SE121ST AVE SESE 45TH ST E MERCER WAYSE 200TH ST118TH AVE SEREDMOND AVE NENE 6TH ST87TH AVE SS 124TH ST SE 8 3 R D S T SE 158T H S T 93RD AVE SSE PET R O V I T S K Y R D S 1 8 T H S T SE 46TH WAY SE 48TH DR 85TH AVE SSE 134TH ST 162ND AVE SE151ST AVE SES 19TH ST SE 46TH ST OLYMPIA AVE NESE 160TH ST S 14TH S T W E S T L A K E S A M M A M I S H P K W Y S E NE 20TH ST CRESTWOOD DR SMONROE AVE NE123RD AVE SES 117TH ST 128TH AVE SESE 1 8 3 R D D RJERICHO AVE NESE 221ST S T 175TH AVE SESE 216TH ST NE 9TH STWOODLEY AVE SS 220TH ST HOUSER WAY NKIRKLAND AVE NESE 102ND S T N 5TH ST N 6TH ST SE 71ST ST 66TH AVE SSE 223RD ST SE 128TH ST SE 156TH S T 124TH AVE SESHATTUCK AVE SSE 4TH ST N 3RD ST SE 73RD PL S 127TH S T BREMERTON AVE NE168TH PL SESE 164TH ST INDUSTRY DRFOR E S T D R S E BRONSON WAY NES RYAN ST TUKWILA PKWY SE 55TH ST SE 142ND ST82ND AVE SESE CARR R D S 216TH ST S 128TH ST SE 172ND ST 167TH PL SENE 16TH ST SE R E N T O N - I S S A Q U A H R D SE 202ND PL108TH AVE SE146TH AVE SE57TH AVE SSE 136TH STROSARIO PL NESE 116TH ST NE 22ND ST AVALO N D R SE 68TH ST SE 40TH ST SE 42ND ST SE 72ND ST SE 41ST ST S S U N N Y C R E S T R D DI X O N D R SFOREST AVE SE SE 212TH ST93RD AVE SESTRANDER BLVD SE 204TH PL S 196TH ST SE 138TH PL SR 167SE 208TH ST S 218TH ST NILE AVE NE104TH AVE SEN 10TH ST VIL L A G E P A R K D R S ESOMERSET DR SEWE S T L A K E D E S I R E D R S E177TH AVE SESE 224TH ST S 112TH ST SE 52N D S T ILWACO AVE NEBENSON DR SLIND AVE SWNE 10TH STHIGHLAND DRMILL AVE S NE 2ND ST S 212TH ST SE 183RD ST S 224TH ST NE 23RD PL ANDOVER PARK WS 113TH ST NEWCASTLE GO L F C L U B R D SE 4 7 T H S T S 120TH ST SE 219TH PL NE W C A S T L E W A Y 125TH AVE SE135TH PL SE SE 76TH ST PELLY AVE NSW 7TH ST 188TH AVE SES 121ST ST N 33RD ST N 29TH ST SE 51S T S T 129TH AVE SESE 233RD ST SE 91ST ST SE 176TH ST150TH AVE SESE 213TH STBLAINE AVE NE127TH PL SESW 12TH S T SE 223RD DR 161ST AVE SEHIGH AVE SSE 42ND PL NE 4TH ST SE 66TH ST 172ND AVE SEMONTEREY AVE NESE 225TH ST SE ALLEN RD 60TH AVE SBURNETT AVE SSW 39TH ST77TH AVE SESE 221ST PL65TH AVE SSE F A I R W O O D B L V D PARKSIDE WAY SEN 32ND ST SE 82ND ST S LANGSTON RD SOUTHCENTER PKWYSW 16TH ST MINKLER BLVD 85TH AVE SEN 31ST ST SW 10TH S T S 192ND ST 171ST PL SE S 204TH ST SE 5TH ST SE LAK E Y O U N G S R D SE 226TH ST61ST AVE SMERCE R W O O D D R SW 3R D P L SW S U N S E T B L V D SE 106TH ST SE 192ND ST 149TH AVE SESE 220TH PL77TH AVE SSE 80TH ST 78TH AVE S62ND AVE SSE 2ND PL S 231S T S T SE 180TH STPOWELL AVE SWSE 214TH ST171ST AVE SES 114TH ST SE 121ST PL PARK AVE NSE 59TH ST89TH AVE SE88TH AVE SEGARDEN AVE N91ST AVE SE81ST AVE SE92ND AVE SES E 1 7 0 T H S T S TAFT ST PASCO PL NENE SU N S E T B L V D 94TH PL S136TH AVE SESE 8 0 T H W A Y SE 188TH ST M A R T I N L U T H E R K I N G J R W A Y S 117TH AVE SES 50TH ST 190TH AVE SE80TH AVE SESE 168TH ST S 194TH ST N 4TH ST 132ND AVE SE81ST PL SE116TH PL SE80TH AVE S164TH AVE SE102ND AVE SE126TH PL SESE 65TH ST UNION AVE SESE 1 1 0 T H S T SE 204TH ST S PUGET DRRAINIER AVE N181ST AVE SE176TH AVE SE170TH PL SE SE 58TH ST 147TH AVE SE64TH AVE SNE 3RD S T SE 3RD P L AIRPORT WAY S TOBIN ST SE 228TH PL SE 4TH P L SE 112TH ST SE 49TH ST SE 184TH ST116TH AVE SEABERDEEN AVE NESW GR A D Y W A Y GRANT AVE SSE 149TH STISLAND CREST WAYS 32ND ST SE 204 T H W A Y REN T O N A V E S SUNSET BLVD NS 36TH PLOAKESDALE AVE SW180TH AVE SENE PARK DR 163RD PL SELOGAN AVE NSW 19TH ST 113TH AVE SESE 63RD ST I-405 FWYPUGET DR SEISLAND DR SS E L I C O R I C E W A Y NE 27TH ST SE 44TH ST COAL CREEK PKWY SE119TH AVE SES E 1 7 0 T H P L 140 T H W A Y S E N 8TH ST 98TH PL S92ND AVE S80TH PL SESE 43RD ST JONES AVE NE174TH AVE SEN 28TH PL NE 5TH ST N 33RD PLN 34TH ST N 35TH ST N 36TH ST SE 232ND ST SW 34TH ST 68TH AVE S75TH AVE S184TH AVE SE72ND AVE SLUMMI KY 106TH AVE SESW 41ST ST S GRAD Y W A Y FACTORIA BLVD SES 126T H S T ANDOVER PARK ES 228TH ST59TH PL SSE 53R D P L LAKEMONT BLVD SE S 180TH ST S 187TH ST S 188TH ST SW 27TH ST 138TH AVE SE136TH PL SES 222ND ST 66 T H L N S 152ND AVE SEWEST VALLEY HWY183RD AVE SELAKEHURST LNSE 184TH PL 89TH AVE S1 6 6 T H W A Y S E SE 8TH PL WOODSIDE DR SEEAST VALLEY HWY SSE CO U G A R M O U N T A I N D R SE MAY C R E E K P A R K D R SE 95TH WAY SE 50T H S T 6TH AVE N88TH AVE S4TH AVE N S 199TH PL SE 228TH ST S 226TH ST SE 159TH PL I-90 F W Y RIPLEY LN SES E 1 7 1 S T W A Y 183RD WAY SESE 160TH PL SW 43RD ST SE ROYAL HILLS DR SE 196TH D R140TH AVE SESE 6 4 T H W A Y 154TH PL SERENTON-ISSAQUAH RD SENE 31ST ST EAST VALLEY RDMA P L E V A L L E Y H W Y S 133RD ST S 135TH ST SE 65T H P L N RIVERSIDE DRNW VILLAGE PARK DRMONSTER RD SWSE NE W P O R T W A Y 80TH PL S 16 9 T H A V E S E B E A CO N - C O A L M I N E R D S S E M A Y V A L L E Y R D SE RENTON- M A P L E V A L L E Y R D 1 4 4 TH P L SE SE JONE S R D Last Revised: October 28, 2021 C:\Users\kchristensen\OneDrive - Carollo Engineers\Desktop\Project_Data\Renton\Comp Plan Figure.mxd Figure 4.3 Comprehensive Plan Land Use Long-range Wastewater Management Plan | City of Renton O 0 1 20.5 Miles Legend Renton City Boundary Roads Renton Wastewater Service Boundary Waterbodies Comprehensive Land Use Designations Residential Residential Low Density Residential Single Family Residential Medium Density Residential Multi-Family Center Designations Center Village Urban Center Downtown Urban Center North Employment Area Designations Employment Area - Industrial Employment Area - Valley Commercial Designations Commercial Neighborhood Commercial/Office/Residential Commercial Corridor AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 4 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 4-13 4.4.2.2 Commercial and Mixed Use Designations Commercial Neighborhood Land Use Designation The purpose of Commercial Neighborhood designation is for "small-scale convenience retail/commercial areas offering incidental retail and service needs for the surrounding area. Uses serving a larger area may be appropriate if they also serve the residents of the immediate area and are compatible with the scale and character of the neighborhood." Commercial/Office/Residential Land Use Designation The Commercial Office (CO) designation is "established to provide areas appropriate for professional, administrative, and business offices and related uses, offering high-quality and amenity work environments. In addition, a mix of limited retail and service uses may be allowed to primarily support other uses within the zone, subject to special conditions." Center Village Land Use Designation Center Village (CV) designations are characterized by an existing commerc ial and multi-family core served by transit and set in the midst of suburban patterns of residential development or in the City’s downtown. CV zoned lands are suitable for redevelopment into compact urban development with a pedestrian -oriented, mixed-use c enter, and community focal point. The zone is intended to revitalize an area, creating a vibrant, urban center where surface parking is discouraged. CV zoning implements the Commercial and Mixed Use designation. 4.4.2.3 Center Downtown Land Use Designation Center Downtown (CD) designation within downtown Renton is appropriate for the widest mix of uses, is served by transit, and is suitable for intensive urban use within a pedestrian environment. The CD zone is intended to revitalize the area by creating a vibrant , urban center in the City’s historic downtown core. Surface parking is discouraged in this zone, except as a land bank. CD zoning implements the Commercial and Mixed Use Land Use Designation. 4.4.2.4 Urban Center Land Use Designation The Urban Center (UC) North land use designation include lands that are located within the City’s Designated Regional Growth Center, if there is a potential for the creation of dense employment, destination retail, recreation, or public gathering space with the UC zone. The UC zoned areas have large parcels of land with the potential for large scale redevelopment opportunities that will create a mixed-use retail, employment, and residential center. UC zoning implements the Commercial Mixed Use land use designation . 4.4.3 School Designations The City serves public elementary, middle, and high schools from the Issaquah and Renton School districts, in addition to Renton Technical College. These schools are spread throughout the City and can be found within each service basin, except for the May Valley Basin, as shown in Table 4.2. There are two schools in the City’s service area, Maywood Middle School and Briarwood Elementary School, which are not currently connected to the public sewers. Both of these schools are in the East Cedar R iver Basin. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 4 4-14 | JULY 2022 | FINAL Table 4.2 Schools Served by Renton Name Mini-basin Employment (PE’s)(1) Staff (PE’s)(1) Highlands Elementary 48 545 63 Honey Dew Elementary 26 525 62 Kennydale Elementary 33 559 66 Maplewood Elementary 44 612 56 Sierra Heights Elementary 21 618 63 Talbot Hill Elementary 7 526 50 Tiffany Park Elementary 4 466 52 McKnight Middle School 37 1159 105 Nelson Middle School 2 1041 70 Hazen High School 22 1380 124 Renton High School 15 1218 90 Renton Secondary Learning Center 14 298 34 Apollo Elementary School 22 576 69 Briarwood Elementary School U6 440 70 Liberty High School U6 1224 107 Maywood Middle School U9 905 80 Renton Technical College 27/29 3400 230 Note: (1) PE(s) – Person Equivalent. 4.4.4 Land Use Outside Renton’s PAA A remaining 137 acres of jurisdiction is part of the service area beyond the city limits and PAA. Table 4.3 displays the land use designations for those areas within the City's service area. Table 4.3 Land Use Designations for Areas Outside Renton Jurisdiction (Designation) Land Use (Density) Area (Acres) Kent US(1) US(1) (1 unit / acre maximum) 15 Tukwila (Commercial/ Light Industrial) Commercial/Office/Light Industrial 82 Tukwila (Tukwila Urban Center) Commercial/Office/Light Industrial/ Multi-Family (22 du/net acre maximum) 40 Note: (1) US – Urban Separator. 4.4.4.1 King County Land Use For the purposes of the LRWWMP, t he 2018 King County Comprehensive Plan was used to direct Land use within the unincorporated portions of the study area. All of the service area in unincorporated KC is designated "urban", with the exception of the service to Apollo Elementary School just east of the Urban Growth Area (UGA). Land within the UGA is intended to develop at urban densities and with urban service levels. The UGB is the division line between the AGENDA ITEM #6. o) CHAPTER 4 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 4-15 designated urban and rural areas that defines the eastern boundary of the City’s PAA. According to the KC Countywide Planning Policies that provide a policy framework for all comprehensive plans in KC, cities may not annex areas outside the UGB nor may they provide sewer service, except "where needed to address specific health and safety problems or the needs of public facilities such as schools (Policy F-264)”. Unincorporated areas of KC are divided into community planning areas, each with a community plan. For the purposes of the LRWWMP, community plans were based on those adopted as part of the 2012 King County Comprehensive Plan. Where conflicts or inconsistencies between the policies of the community plans and KC’s Comprehensive Plan occur, the Comprehensive Plan takes precedence. Th e community plans, West King County, SE King County, Greater Maple Valley/Cedar River, West Hill, and Four Creeks/Tiger Mountain , cover most of the unincorporated areas within the study area of this LRWWMP. 4.4.4.2 City of Kent Land Use City of Kent Planning Division assures quality in the land development process by effective administration of land use codes and compliance with the GMA. The Comprehensive Plan Land Use Map provides the general vision for the City's growth over the next twenty years, and provides a framework for amendments to the City's official Zoning Districts Map. Approximately 15 acres of the City’s sewer service area are within the City of Kent. This area is designated as single-family residential. 4.4.4.3 City of Tukwila Land Use Approximately 122 acres of the City’s sewer service area are within the City of Tukwila. Based on the 2015 Comprehensive Plan , 40 acres are within the Tukwila Urban Center that contains an intense diverse mix of use that will continue to evolve over time. The center is a regional commercial/industrial area with limited mixed-use residential. The remaining area is designated as Commercial/Light Industrial. 4.4.5 Adjacent Utility Systems/Joint Use, Service Agreements, and Related Plans The City has entered into several joint use and service agreements with neighboring districts and private customers when it has been economically beneficial. A list and a summary of these joint use and service agreements are presented below. The full text for each of these agreements is presented in Appendix F, Service Agreements: • Coal Creek Utility District (formerly Water District No. 107): - CAG -035-075, 1975 - Construction of an interceptor line from the City sewer service area through Water District No. 107 to a collection trunk operated by the Municipality of Metropolitan Seattle. - Sewer Utility Franchise, 1987 - The City granted Water District No. 107 the right to install sewer lines within the service area of Water District No. 107. - CAG -01-031, 2001 - Sewer service boundary clarification. • City of Kent : - CAG -012 -83, 1983 - Provides for the installation of a sanitary sewer main that is owned and operated by the City and allowing the City to provide sewer service to the adjacent properties that are in the Kent service area. • King County: AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 4 4-16 | JULY 2022 | FINAL - Franchise No. 14056, 2001 - Grants the City the right to construct sewer lines along KC roads. • Soos Creek Water and Sewer District, formerly called Cascade Sewer District : - Resolution 1234 AG-764-64, 1964 - Interceptor sewer line from the Cascade sewer system through portions of the City to the sewer system of the municipality of Metropolitan Seattle. Addendum 1 and 2 were made in 2011 and 2014, respectively. - Agreement CAG -039-074, 1974 - Extension of the City’s sewer service to certain areas within the Cascade sewer service area. - CAG -91-083, 1991 - Soos Creek Water and Sewer District to provide sewer service to certain properties within City limits. - CAG 91 -083 Adden#2 -08, 2008 – Soos Creek and Sewer District revise service boundary and transfer of service to City. - CAG - 097-164, 1997 - Revision of the water and sewer service boundary. - CAG -083-91 Addendum 1-04, 2004 - The Soos Creek Water and Sewer District may connect certain properties (described in the 1991 agreem ent) to the City’s Sewer System . • Skyway Water and Sewer District : - CAG -03-197, 2003 - Sewer and water service boundary clarification . - CAG -06-170, 2006 - Skyway Water and Sewer District may connect a portion of their service area into the City’s sewer facilities. • Cedar River Water and Sewer District : - CAG -99-014, 1999 - Water and sewer service boundary clarification . The City is surrounded by seven neighboring sewer utility entities, as previously shown in Figure 4.2 . These neighboring utility entities are listed below. 4.4.5.1 Coal Creek Water and Sewer District Coal Creek Water and Sewer District (formerly King County Water District No. 107) provides sewer service in part of the May Valley Basin. The City and Coal Creek have made boundary adjustments to remove previous service overlaps. This interlocal agreement provides for joint use of a sewer main in Lincoln Avenue for the provision of service to that area and to allow for another portion of the City’s service area to flow into Coal Creek’s system. 4.4.5.2 Cedar River Water and Sewer District Cedar River Water and Sewer District (CRWSD) provides service to parts of the Lower Cedar River Basin. However, only a small fraction of the wastewater from CRWSD ultimately flows through the City's system by flowing through the Soos Creek Water and Sewer District. The majority of sewage from CRWSD flows directly into KC’s Cedar River Interceptor located along the Maple Valley Highway. CRWSD’s last Comprehensive Sewer Plan was adopted in 20 16. The City and CRWSD have entered into a 1999 interlocal agreement identifying the common service boundary between the two service providers. 4.4.5.3 Soos Creek Water and Sewer District Soos Creek Water and Sewer District adopted the Soos Creek Water and Sewer District Sewer Comprehensive Plan in July of 2014. In 1997, the District and City entered into an interlocal agreement revising the boundary between Soos Creek and the City that had been set by a 1991 agreement. Based upon these agreements, the City is the service provider to some areas currently outside the City and Soos Creek provides service to some areas inside the city limits. AGENDA ITEM #6. o) CHAPTER 4 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 4-17 A 1964 agreement provides for joint use of a sewer interceptor in the Tiffany Park Subbasin, and the 1991 agreement provides for joint u se of the Spring brook Interceptor, located on South 192nd Street. The Springbrook Interceptor will provide service to the sout hernmost portions of the City. 4.4.5.4 City of Kent SW 43rd Street is the principal dividing line between the Cities of Renton and Kent. The City has an agreement with Kent to serve a small area south of SW 43rd Street east of 72nd Avenue Street and west of the Puget Sound Electric Railway right-of-way. The City of Kent Comprehensive Sewer Plan was adopted in 2002 (dated 2000). The Renton and Kent City limits adjoin each other. There is a small portion of the City of Kent, south of South 55th Street and east of the Valley Freeway that is in the City’s service area. There are no service area overlaps or gaps between the two entities, except for that one small area. 4.4.5.5 City of Tukwila The City serves a portion of the City of Tukwila east of the Burlington Northern Railroad and south of Longacres. Tukwila also discharges from a lift station into the KC Sewer System within the City along Monster Road SW. Tukwila prepared a Comprehensive Sewer Plan in 2014. Approximately 122 acres of the City’s sewer service area is within the City of Tukwila. 4.4.5.6 Skyway Water and Sewer District Skyway Water and Sewer Distric t adopted a Comprehensive Plan in 2004 The Skyway sewer service area is shown in Figure 4.2. The boundary between Skyway and the City has been set by an interlocal agreement adopted in 1994. An area in the southern portion of the District, as well as in th e service area to the south of the District, could be served by gravity to the City’s sanitary sewer system. An agreement to allow the district to route portions of this southern service area through the City’s facilities was entered into in 2006. Skyway Water and Sewer District provides sanitary sewer service to a small area of the City along Rainier Avenue near South 117th Place and the northwest portion of the airport. Skyway sewage discharges into the KC System within the City at the north end of the Renton Airport. (Coordinate with Skyway about how much flows they will have so we can plan for the future). 4.4.5.7 King County Regional Wastewater Services Plan For more than 40 years, KC has protected water quality in the Puget Sound region by providing wastewater treatment services to King, Pierce, and Snohomish counties, including the City. To ensure the continuation of high quality wastewater treatment services in the future, KC carried out an intensive planning effort, involving numerous elected officials, representatives from local sewer agencies, organizations, and individuals from around the region. The Regional Wastewater Services Plan (RWSP) resulted from these efforts, which was adopted by the KC Council in November 1999, via Ordinance 13680. The RWSP outlines a number of important projects, programs, and policies for KC to implement through 2030, and work is well underway. A summary of the major components of the RWSP includes Brightwater Treatment System, Conveyance System Improvements, Regional Infiltration and Inflow Control, Combined Sewer Overflow Control, Odor Control Program, Biosolids Recycling, and Reclaimed Water. In 2013, KC completed a comprehensive review of RWSP. The Compressive Review found that full expansion of the South Treatment Plan t , located in the City, will likely occur in the 2030s based on updated treatment capacity needs, not 2029 as previous planned. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 4 4-18 | JULY 2022 | FINAL In December 1999 , as part of the RWSP, the KC Council approved the development of a Regional Infiltration and Inflow (I/I) Control Program. The purpose of the program is to reduce the risk of sanitary sewer overflows and the cost of adding capacity to facilities that convey wastewater to KC treatment plants. In 2000, KC’s Wastewater Treatment Division, in cooperation with the local component agencies that it serves, of which the City is one of, launched an I/I Program. The recommendations of the I/I Program represent the consensus reached by the KC and local agencies throughout the 6 -year program development process. Knowledge gained from flow monitoring, modeling, pilot projects, and a benefit -cost analysis conducted during the I/I control study served as the basis for consensus. Recommendations are presented for both I/I reduction and long -term I/I control and for program administration and policy. In addition to cost -effectively removing enough I/I from the collection system to delay, reduce, or eliminate some otherwise needed conveyance system improvement (CSI) projects, measures must be in place to maintain I/I reductions long-term and to prevent future increases in I/I throughout the regional system. Long-term I/I control includes policy, administrative, financial, and technical measures that promote an ongoing program of review, maintenance, and repair of the collection and conveyance system. 4.4.5.8 King County Conveyance System Improvement Program Since 1999, the CSI Program focuses on guiding major upgrades and improvements to KC-owned facilities. A 2017 CSI program update was completed with conceptual projects approved in 2017. As part of this effort, a Regional Needs Assessment report was completed in 2015, where the City discharges are included in the South Lake Washington Planning Area. As discussed in Chapter 5 – System Analysis and Results, surcharging in these interceptors impacts capacity in the City's system. 4.4.5.9 King County Reclaimed Water Comprehensive Plan The City is participating in the regional forum, consisting of King County, Cascade Water Alliance, Seattle Public Utilities, and individual surrounding purveyors, in combined effort to develop a master agreement for reclaimed water as well as reclaimed water planning and policies. The forum represents a regional approach to strategic planning and system expansions needed to accommodate the distribution, sale, supply, and reuse of reclaimed water that could include the City's current and future service area. In 2011, the King County Wastewater Treatment Division began another engineering, environmental, and economic analysis of conceptual reclaimed water strategies. The City is now working with King County to provide them appropriate information for this analysis. A completed King County Water Reclamation Evaluation Checklist for this use is included in Appendix M. The City will support the regional supplier's study of reclaimed water use opportunities and will work with King County Department of Natural Resources to identify potential reclaimed water users and demand. Any reclaimed water to be used as a source of supply should only be provided through retail water suppliers. The City has identified several potential users of reclaimed water for landscape irrig ation uses, including the Boeing Longacres Facilities. The full list of potential reclaimed water users from the City’s largest consumers is in the checklist. AGENDA ITEM #6. o) CHAPTER 4 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 4-19 4.5 Demographic Analysis Future sewer system requirements are based, in part, upon future demographic growth projections within the sewer service area. Demographic growth projections were created for areas within the City, unincorporated KC, and several small service areas that the City has agreed to serve in adjacent jurisdictions. Most of the projected sewer area growth will occur in the areas east of the current City limits, including a large non-sewered area within unincorporated KC in the East Plateau service area, also known as the East Renton Highlands. This section summarizes the demographic projections made as part of latest hydraulic model update documented in the 2012 Hydraulic Model Update (Stantec , 2015). Demographic projections were sought for existing condition and build-out. The existing condition was set as the year 2012 to correspond with the most recent flow monitoring effort. Puget Sound Regional Council (PSRC) Land Use Baseline projections, which were developed using the UrbanSims, provide demographic data through 2040. The City will likely reach build-out by 2040 with future growth from redevelopment. Therefore, the City defined the Ultimate projection as the PSRC 2040 project ion plus a 25 percent factor as a margin of safety to account for future redevelopment and c hanges to building practices. Population, household, and employment data was derived from the PSRC Traffic Analysis Zone (TAZ) projections for the years 2012 and 2040. The data obtained was provided in geographic subdivisions based on the sewer mini-basin boundaries provided to PSRC by Stantec. Consistent with other LRWWMP, demographic data and results in this chapter are summarized based on sewer mini-basins, rather than TAZ. 4.5.1 Residential Population Projections In total, existing populations were determined to be 43,869 single-family and 24,417 multi-family using both PSRC residential and Baseline Land Use. The total future population was projected to be 76,731 and 37,386 which is an increase of 32,862 and 12,452 single- and multi-family households, respect ively, over a period of 28 years. This is an approximately 1,174 single-family and 445 multi-family increase in population annually. Mini basins which see the greatest growth include basins 30B, 30C, and U9 at rates of 2,000 percent, 4,650 percent, and 2,582 percent, respectively, over the 28 year period. 4.5.1.1 Existing - 2012 The PSRC data provided 2012 residential projections for single-family and multi-family populations. Stantec performed a review of the data to resolve any obvious inaccuracies identified through the review of City geographic information system (GIS) data within each mini-basin, including land-use, parcel count, and aerial photos. Addit ionally, larger multi-family developments were reviewed using KC Assessor’s information. Based on this review, populations for the following basins were modified as documented in the 2012 Hydraulic Modeling Update: • Basin 5 – The Land Use Baseline projecti ons list 126 parcels and a single-family residential population of 169. City GIS data shows 170 parcels within the basin, with an estimated 100 single-family lots. A multiplier of 2.5 persons per single-family lot was used to estimate a single-family residential population of 250 for this basin. The AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 4 4-20 | JULY 2022 | FINAL multi-family population supplied by PSRC is negligible, and is consistent with the City GIS data. • Basin 20 – The estimate from PSRC for this mini-basin encompassed the Ultimate mini-basin boundary. To estimate t he population for the current boundary, the total of 3,007 people was scaled on an area ratio of the current/ultimate basins for an adjusted population of 2,390. The multi-family development and zoning is all within the current mini-basin boundary, so this population was not modified. • Basin 25/Basin 43 – Both of these mini -basins include large mobile home parks, which are not accounted for in the PSRC projections for either single-family or multi-family populations. Basin 25 includes approximately 240 mobile homes, and Basin 43 includes approximately 200 mobile homes. To account for these populations, a multiplier of 1.8 (multi-family) was applied to each mobile home, and the populations were added to the projections supplied by PSRC. For Basin 25, the total residential population was adjusted from 983 to 1,415. For Basin 43, the population was adjusted from 49 to 410. • Basin U1 - The Land Use Baseline projections list 58 parcels and a single-family residential population of 255. City GIS data shows approximately 205 parcels within the basin, with an estimated 197 single-family lots. A multiplier of 2.5 persons per single-family lot was used to estimate a single-family residential population of 490 for this basin. The multi-family population supplied by PSRC is negligible, and is consistent with the GIS data. • Basin U6 – The estimate from PSRC for this mini-basin encompassed the ultimate mini-basin boundary. To estimate the population for the current boundary, the total of 2,050 people was scaled on an area ratio of the current/ultimate basins for an adjusted population of 1,345. The multi-family population supplied by PSRC is negligible, and is consistent with the GIS data. It was not modified. • Basin U9 – The estimate from PSRC for this mini-basin encompassed the ultimate mini-basin boundary. To estimate the population for the current boundary, the total of 1,268 people was scaled on an area ratio of the current/ultimate basins for an adjusted population of 68. No multi-family population was projected. This is consistent with the GIS data. All modifications were reviewed and accepted by City Planning Department staff. 4.5.1.2 Future The PSRC 2040 residential projections estimated single-family and multi-family populations that are aligned with the Vision 2040 Regional Growth Strategy. Ultimate projections were calculated as the PSRC 2040 projection plus 25 percent to be conservative. Unlike the 2012 projections, no changes were made to the PSRC output with one exception . Recent detailed projections for mini-basin 45, which were made as part of the Thunder Hills Sanitary Sewer Interceptor Design Project, were incorporated into the 2040 demographic projection. Mini-basin 45 multi-family populations were increased using a higher growth rate similar to the adjacent mini-basin 3 PSRC estimates. 4.5.2 Employment The total existing employment is 44,506 using 2012 basin population estimates. The total future employment was projected to be 104,414 which is an increase of 59,908 employees over a period of 28 years. This is approximately a 2,140 increase in employment annually. Major regions of AGENDA ITEM #6. o) CHAPTER 4 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 4-21 growth for future employment are mini-basins 27, 32, 43, 48, 50, and U9 with growth rates of 10,891 percent, 5,017 percent, 2,400 percent, 4,700 percent, 3,447 percent, and 31,300 percent, respectively. Where employment projectio ns were not released for several TAZ due to confidentiality requirements by the Employment Securities Department, alternate methods were used in these areas, which are discussed further in this section. In addition, the school enrollment s were estimated to account for sewer use by students, as they are not captured in the PSRC employment projections. Note, the TAZ projections meet or exceed the City’s adopted GMPC population and employment targets for the City and PAA. Demographic projections are summarized in Table 4.4 and discussed further in the following sections. 4.5.2.1 Existing - 2012 PSRC employment projections, also based on the Baseline Land Use model, were throughout the Sewer Service Area. As previously mentioned, projections were not available for six mini basins due to confidentiality requirements by the Employment Securities Department: Basins 30C, 32, 50, 52, U3, and U8. Therefore, demographic projections for those mini-basins were developed using 2011 Longitudinal Employer-Household Dynamics (LEHD) data, developed by the U.S. Census Bureau. Through a review of available GIS data, no obvious discrepancies were found in either the PSRC or LEHD data. 4.5.2.2 Future PSRC 2040 employment are based on local growth targets t hat are aligned with the Vision 2040 Regio nal Growth Strategy. Mini-basin employment allocations were made using the PSRC, except where no data was available. For these six basins, Stantec produced custom allocations, which were reviewed and accepted by City Planning Department staff. Ultimate pro jections were calculated as the PSRC 2040 projection plus 25 percent. 4.5.3 Schools The City serves public elementary, middle, and high schools from the Issaquah and Renton School Districts in addition to private schools, Renton Technical College, and the University of Phoenix campus. These schools are spread throughout Renton and can be found within each service basin except for the May Valley Basin. There are two schools in Renton’s service area, Maywood Middle School and the Briarwood Elementary School, that are not currently connected to the public sewers. These are located in the East Cedar River Basin. 4.5.3.1 Existing - 2012 School enrollment projections were determined for schools within the existing sewer service area using published data from the local school districts, including the Renton School District and Issaquah Schools. Student populations were generally developed using enrollment statistics for the 2011-2012 school year. School staffing were not included in enrollment, as staff are considered in the PSRC employment projection. 4.5.3.2 Future School enrollment projections for 2040 are not available from the PSRC or school districts. Therefore, school population estimates were projected to grow at the same rate as the residential population. As with other categories, the resulting projection was increased by 25 percent to create the Ultimate projection. AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 4 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 4-23 Table 4.4 Demographic Projections (From Stantec 2015 Hydraulic Model Update Report) Sewer Mini basin 2012 Basin Population Estimates Ultimate Population Estimates (2040 Population+25%) Area (acres) Single- Family Multi- Family Employment Schools Single- Family Multi- Family Employment Schools 2012 Ult % Diff 1 180 82 22 0 554 420 29 0 71.79 71.79 0.00% 2 81 1,303 342 1,041 209 1,608 713 1,367 127.50 134.72 5.67% 3 1,012 1,307 95 0 1,660 1,836 248 0 194.52 194.52 0.00% 4 1,094 49 22 466 2,109 121 160 909 205.17 205.17 0.00% 5 250 1,823 4,126 0 701 2,238 5,633 0 213.91 233.53 9.18% 6 1,513 10 25 0 2,173 14 165 0 224.34 224.34 0.00% 7 1,232 27 67 526 1,936 31 88 822 162.60 162.60 0.00% 8 0 0 2,248 0 0 0 5,310 0 82.14 82.14 0.00% 9 0 0 272 0 0 0 645 0 111.02 111.02 0.00% 10 173 121 537 0 201 65 1,011 0 54.44 54.44 0.00% 11 803 461 1,140 0 1,148 559 2,201 0 163.83 163.83 0.00% 12 23 1,492 458 0 34 1,803 883 0 73.57 73.57 0.00% 13 402 438 698 0 398 498 1,301 0 81.08 81.08 0.00% 14 1,041 401 504 298 1,795 483 1,088 471 205.98 205.98 0.00% 15 110 456 736 1,218 139 576 1,504 1,539 92.33 92.33 0.00% 16 1,077 380 241 0 1,534 481 583 0 177.15 177.15 0.00% 17 545 149 202 0 765 355 379 0 122.66 122.66 0.00% 18 350 209 148 0 408 280 279 0 38.85 38.85 0.00% 19 0 0 1,480 0 0 0 3,496 0 144.37 144.37 0.00% 20 2,390 490 261 0 5,943 549 973 0 309.45 620.56 100.53% 21 1,425 17 59 618 1,998 35 335 871 143.52 176.54 23.00% 22 1,065 1,433 599 1,956 1,690 1,905 2,049 2,815 208.76 208.76 0.00% 23 858 393 52 0 1,228 500 98 0 111.83 111.83 0.00% 24 1,258 136 63 0 1,839 179 109 0 130.46 130.46 0.00% 25 1,583 35 111 0 1,321 90 200 0 179.79 179.79 0.00% 26 2,189 1,440 818 525 3,270 2,228 1,800 795 382.54 382.54 0.00% 27 1,097 62 11 1,135 1,434 86 1,209 1,489 102.98 102.98 0.00% 28 0 0 5,365 0 0 0 12,673 0 180.04 180.04 0.00% 29 574 120 16 2,265 770 188 44 3,127 85.78 85.78 0.00% 30A 787 835 60 0 941 1,688 139 0 133.61 133.61 0.00% 30B 38 3 0 0 55 63 0 0 4.68 4.68 0.00% 30C 2 324 12 0 95 499 106 0 21.21 21.21 0.00% 32 321 281 105 0 368 328 5,373 0 141.77 141.77 0.00% 33 3,184 11 218 559 4,903 18 398 861 320.61 375.94 17.26% 34 721 227 43 0 1,223 279 75 0 127.92 127.92 0.00% 35 328 224 113 0 438 314 313 0 60.08 60.08 0.00% 36 40 1,376 397 0 41 1,634 854 0 117.20 117.20 0.00% 37 256 352 257 1,159 341 494 451 1,592 69.08 69.08 0.00% 38A 642 253 469 0 808 370 1,091 0 91.24 91.24 0.00% 38B 47 17 2 0 55 63 0 0 16.72 16.72 0.00% 39 508 515 127 0 640 690 329 0 86.04 86.04 0.00% 40 593 87 33 0 776 113 63 0 74.87 74.87 0.00% 41 1,063 94 61 0 1,319 133 116 0 117.31 117.31 0.00% 42 0 0 147 0 0 0 329 0 20.06 20.06 0.00% 43 549 624 7 0 611 1,085 175 0 116.45 116.45 0.00% 44 282 578 487 0 361 835 909 0 127.88 127.88 0.00% 45 20 1,157 2,733 0 133 2,390 5,165 0 158.81 158.81 0.00% 46 1,994 615 679 0 2,431 741 1,469 0 389.97 389.97 0.00% 46 (North) 67 665 21 0 106 1,055 36 0 23.84 23.84 0.00% 47 777 1,496 606 0 1,089 2,628 1,269 0 196.30 196.30 0.00% 48 462 168 6 545 609 243 288 737 60.26 60.26 0.00% 49 12 0 544 0 15 0 1,284 0 71.85 71.85 0.00% AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 4 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 4-25 Sewer Mini basin 2012 Basin Population Estimates Ultimate Population Estimates (2040 Population+25%) Area (acres) Single- Family Multi- Family Employment Schools Single- Family Multi- Family Employment Schools 2012 Ult % Diff 50 4 174 30 0 5 210 1,064 0 162.61 162.61 0.00% 52 597 6 187 0 1,054 5 1,028 0 148.12 148.12 0.00% 54 139 1,066 883 0 446 1,680 1,668 0 252.50 252.50 0.00% A 4 0 4,975 0 5 571 11,753 0 857.19 857.19 0.00% B 0 0 2,580 0 85 0 6,046 0 323.32 323.32 0.00% CEDAR02A 302 146 318 0 370 211 599 0 48.59 48.59 0.00% ESI1003 237 620 7,126 0 255 1,108 14,185 0 403.86 403.86 0.00% RENT65 561 526 189 0 1,115 811 569 0 178.09 178.09 0.00% U1 255 8 7 0 1,004 8 16 0 75.48 75.48 0.00% U2 1,054 56 23 0 2,014 61 51 0 139.04 139.04 0.00% U3 1,064 63 59 0 1,743 88 303 0 141.67 141.67 0.00% U4 2,927 10 251 612 4,649 30 614 975 471.97 471.97 0.00% U5 NA NA NA NA 976 75 36 0 NA 112.94 U6 1,345 6 32 1,664 4,055 33 544 3,309 219.90 615.17 179.75% U7 NA NA NA NA 1,685 9 96 0 NA 173.66 U8 294 0 3 0 496 0 26 0 43.01 43.01 0.00% U9 68 0 1 905 1,824 0 314 1,305 12.21 212.66 1641.94% U10 NA NA NA NA 2,335 178 64 0 NA 354.03 Total 43,869 25,417 44,506 15,492 76,731 37,869 104,414 22,984 10,407.68 12,070.34 Note: Abbreviation: NA – not applicable. AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 4 | LONG RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 4-27 4.6 Sewer Collection System Flow Components The City has separate sewer and stormwater collection systems, where only wastewater is conveyed in the sanitary sewer system. However, some groundwater and stormwater inevitably enter the sanitary sewer through defects in pipes and manholes (MHs) and illicit storm drain connections. Therefore, sewer flows may vary substantially between dry and wet weather. The different flow components are described in the section below. 4.6.1 Dry Weather Flow Components There are two components of dry weather flow: • Base wastewater flow (BWF). • Dry weather groundwater infiltration (GWI). 4.6.1.1 Base Wastewater Flow The BWF is the sanitary flow generated by routine water usage of the City’s residential, commercial, and mixed-use customers. Conveying this flow is the primary function of the collection system. The flow has a diurnal pattern that varies by customer. Typically, a residential diurnal pattern has two peaks with the more pronounced peak following the wake-up hours of the day, and a less pronounced peak occurring in the evening. Commercial and mixed -use patterns, though they vary depending on the type of use, typically have more consistent higher flow patterns during business hours, and lower flows at night. Furthermore, the diurnal flow pattern of a weekend may vary from the diurnal flow experienced during a weekday. 4.6.1.2 Groundwater Infiltration Dry weather GWI enters the sewer system through defects such as cracks, misaligned joints, MH defects, and broken pipelines. Dry weather GWI only occurs when the relative depth of the ground water table is higher than the depth of the pipeline and where there is a defect; therefore it varies throughout the system. Dry weather GWI (or base infiltrat ion) cannot easily be separated from BWF by flow measurement techniques. Therefore, dry weather GWI is typically grouped with BWF. 4.6.1.3 Average Dry Weather Flow ADWF is the average flow that occurs on a daily basis during the dry weather season and is represent ative of routine wastewater discharges into the collection system from customers as well as baseline groundwater infiltration. 4.6.2 Wet Weather Flow Components Wet Weather Flow (WWF) includes two components: • Infiltration and Inflow (I/I). • Wet weather GWI. 4.6.2.1 Inflo w and Infiltration The stormwater I/I response in the sewer system to rainfall is seen immediately (inflow) or within hours after the storm (infiltration). Inflow is stormwater that enters the sewer system via a direct connection to the system, such as roof drain and downspout connections, leaky MH covers, and illicit storm drain AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 4 4-28 | JULY 2022 | FINAL cross-connections. Infiltration is stormwater that enters the sewer system by percolating through the soil and then through defects in pipelines, MHs, and joints. The adverse effects of I/I entering the sewer system is that it increases both the flow volume and peak flows such that the sewer system could be operating at or above its c apacity. If too much I/I enters the sewer system, sanitary sewer overflows (SSOs) could occur. 4.6.2.2 Wet Weather Groundwater Infiltration Wet weather GWI is not specific to a single rainfall event, but rather to the effects on the sewer system over the entire wet weather season. The depth of the groundwater table rising above the pipe invert elevation causes GWI. Sewer pipes within close proximity to a body of water can be greatly influenced by groundwater effects. Wet weather GWI is associated with extraneous water entering the sewer system through defects in pipes and MHs while the ground is saturated during the wet weather season. Wet weather GWI may occur throughout the year, although rates are typically higher in the late winter and early spring in the Pacific Northwest. 4.6.2.3 Peak Wet Weather Flow PWWF is the highest observed hourly flow that occurs following the selected design storm event. PWWF in a sewer system can be more than ten times the base flow, causing utilities to construct high-capacity infrastructure to convey and treat these flows. 4.7 Flow Monitoring As part of the Scope of Services for this LRWWMP, Carollo Engineers, Inc. (Carollo) contracted with ADS Environmental Services, LLC (ADS) to conduct a Temporary F low Monitoring Program within the City's sanitary sewer collection system. The purposes of the flow monitoring program were to correlate actual collection system flows to the hydraulic model predicted flows, evaluate the system's capacity, and estimate basin I/I. The temporary flow monitoring data was collected for a period of approximately four months from December 22, 2017 to April 22, 2018. The "ADS Flow Monitoring Report" prepared by ADS summarizes the flow monitoring program and was submitted to the City as a stand-alone report. The report can be found as an attachment to Appendix G , TM 1. 4.8 Average Dry Weather Flow Developing an accurate estimate of the future quantity of wastewater generated at build -out of the collection system is an important step in maintaining and sizing sewer system facilities, for both existing conditions and future scenarios. Base flow can be estimated for a wastewater system by comparing dry weather flow and wet weather flow at the various flow monitoring locations. To estimate ADWF for more specific areas, such as individual wastewater basins, dry weather flows are typically estimated based on the area contributing to flows and flow coefficients developed for each land use type. This method is developed based on the assumption that areas with similar land uses, such as low density residential parcels, produce equivalent quantities of wastewater flow. System -wide flows can be compared to known flows at flow monitors, or at the treatment plant to verify accuracy. This method of estimating base flows is an industry standard for planning and provides sufficiently accurate data for planning purposes. AGENDA ITEM #6. o) CHAPTER 4 | LONG RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 4-29 4.8.1 Average Dry Weather Flow Development Existing ADWFs for each basin were estimated using data from the Flow Monitoring Program for each of the flow monitoring basins. ADWF was developed using the driest days from the flow monitoring period based on the following set of minimum criteria: • Less than 0.1 in of rain in the previous day. • Less than 0.4 in of rain in the previous 3 days. • Less than 1.0 in of rain in the previous 5 days. • Selected days must exhibit average-day flows within 85 percent to 115 percent of the average-day flows of remaining dry days. • In addition, those dry days that exhibited unusual flow patterns were not used to generate net d ry day flow values for a basin. Characteristic dry weather 24 -hour diurnal flow patterns for each site were developed based on the hourly data. The hourly flow data were also used to calibrate the hydraulic model for the observed dry weather flows during t he flow monitoring period. Hourly patterns for weekday and weekend flows vary and were separated to better understand dry weather flow. An example of the dry weather flow diurnal patterns is shown in Flow Monitoring Basin MH0537, in Figure 4.4. Carollo est imated the average weekday and weekend dry weather levels and velocities at each site from the data provided by ADS for use in the model calibration process. Figure 4.4 Typical Weekday vs Weekend Dry Weather Flow Variation (MH0537) 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly MultiplierHour Weekday Diurnal Pattern 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47Hourly MultiplierHour Weekend Diurnal Pattern AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 4 4-30 | JULY 2022 | FINAL 4.9 Wet Weather Flows PWWF in a wastewater collection system are caused by rainfall dependent I/I. Peak hour flows can result in flows more than ten times the base flow, causing utilities to construct high-capacity infrastructure to convey and treat these extraneous flows. Existing and projected PWWFs are predicted using the hydraulic model and design storm used for this LRWWMP. This analysis uses four separate multi-day, 20 -30 year recurrence design storms, illustrated in Chapter 5 – System Analysis and Results. These storms were identified in the 2012 KC I/I Study and correspond to the recurrence interval within historical KC rainfall. To represent typical Pacific Northwest winter rainfall conditions, antecedent rainfall was added from historical data. Further detail on the development of the design storm can be found in Chapter 5 – System Analysis and Results. 4.9.1 Rainfall Data An important part of the flow monitoring program is the collection and analysis of rainfall data. Three significant rainfall events occurred during the course of the flow monitoring period, as well as a few other relatively minor events. The storms recorded during the Temporary Flow Monitoring Program did present data in terms of the collection system’s I/I response to wet weather flow events, and is appropriate for I/I analysis and model calibration purposes. 4.9.2 Wet Weather Flow Data The flow monitoring data was evaluated to determine how the collection system responds to wet weather events. A summary of the peak wet weather flow mini basin during current and buildout conditions is shown in Table 4.5. 4.10 Projected Flows A summary of the modeled PWWF flows for each planning period is shown in Table 4.5. As previously described, these flows were calculated usi ng land use data for the study area and an average wastewater conveyance required per capita. These flows were calculated by simulating the February 1996 design storm, described in Chapter 5 – System Analysis and Results. Flows consider both I/I change and system expansion. Table 4.5 Design Event Projected Wet Weather Flow Sewer Mini basin Current PWWF (mgd)(1) Buildout PWWF (mgd )(1) 1 0.57 0.77 2 2.25 2.97 3 0.67 0.87 4 10.15 12.14 5 3.51 4.53 6 1.20 1.44 7 4.16 5.57 8 0.69 1.53 9 2.96 3.51 10 0.38 0.47 11 2.49 3.53 AGENDA ITEM #6. o) CHAPTER 4 | LONG RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 4-31 Sewer Mini basin Current PWWF (mgd)(1) Buildout PWWF (mgd )(1) 12 0.70 0.88 13 2.26 2.79 14 2.87 3.03 15 5.80 6.68 16 1.20 1.67 17 0.20 0.37 18 0.52 2.70 19 0.32 0.52 20 0.97 2.20 21 1.35 1.51 22 3.00 4.66 23 1.29 2.04 24 1.95 2.45 25 1.25 1.61 26 2.32 2.90 27 0.36 0.52 28 2.00 2.89 29 0.80 0.86 30A 4.35 6.40 30B 3.14 4.90 30C 1.76 2.33 32 2.45 3.33 33 0.96 1.60 34 0.21 0.29 35 3.14 4.88 36 0.65 0.80 37 0.77 0.97 38A 0.21 0.27 38B 3.14 4.90 39 1.54 1.97 40 0.54 0.69 41 1.34 1.48 42 0.09 0.14 43 0.22 0.36 44 2.37 3.15 45 6.26 8.23 46 17.04 27.21 46 (North) 0.33 0.46 AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 4 4-32 | JULY 2022 | FINAL Sewer Mini basin Current PWWF (mgd)(1) Buildout PWWF (mgd )(1) 47 8.89 11.89 48 2.41 3.23 49 0.42 0.60 50 3.14 4.06 52 0.41 0.55 54 5.92 7.71 A 15.27 20.07 B 6.75 8.51 CEDAR02A 25.41 36.72 ESI1003 59.19 83.48 RENT65 11.13 13.70 U1 0.01 0.02 U2 0.13 0.25 U3 0.30 0.61 U4 0.28 0.91 U5 0.00 0.00 U6 0.28 0.91 U7 0.00 0.00 U8 1.01 2.65 U9 0.00 0.00 U10 0.00 0.00 Notes: Abbreviation: mgd – million gallons per day. (1) PWWF Modeling Results are from the respective design storm. AGENDA ITEM #6. o) CHAPTER 5 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL |JULY 2022 | 5-1 Chapter 5 SYSTEM ANALYSIS AND RESULTS 5.1 Introduction This chapter summarizes the conveyance analysis of all aspects of the existing system and their recommended improvements. It includes a summary of system -wide conc erns and the hydraulic analysis performed using the updated Danish Hydraulic Institute (DHI) MikeUrban hydraulic model. The results are summarized at the end of the chapter for each sewer mini-basin and within the entire system (system -wide) in Table 5.10. This chapter builds on Chapter 4 – Planning Considerations and summarizes the detailed technical information provided in Technical Memorandum (TM) No. 2 - Model Development and Calibration that can be found in Appendix I. 5.2 System-Wide Concerns The sewer system has system -wide concerns that are common throughout its mini-basins. These concerns, summarized below, impact both the City of Renton’s (City’s) operations and capital planning. 5.2.1 King County-Interceptor Surcharging During peak flows, King County (KC) will use its interceptors for storage of wastewater and for controlling flows in the South Treatment Plant. This may result in surcharging of the KC interceptors. KC reserves the right to surcharge its interceptors to an elevation of 25 feet (ft). KC has n ever reached this extreme, to the City’s knowledge; however, the City has experienced sewer surcharge problems in the low-lying areas. As a result of KC's surcharging, it is possible that additional wastewater could overflow in low-lying areas through manh ole covers and side sewer connections. KC, as part of their regional conveyance system needs report (Report), dated December 2017, identified long-term capacity concerns within this Long-Range Wastewater Management Plan’s (LRWWMP’s) planning period within portions of the east-side interceptor in the City. The Report identifies capacity projects to alleviate the capacity concerns; however, these projects are not in KC’s 6 year capital improvement plan. The City has not designed facilities to accommodate a sewer surcharge to an elevation of 25 ft. The City's current position is that KC is responsible for providing adequate capacity within its interceptors and wastewater treatment facilities. In addition, the City considers KC to be responsible for proper effluent disposal. During the preparation of the LRWWMP, no specific analysis was made of the effect of KC’s surcharging on the City's sewer system. KC should continue to study and identify areas of potential risk and alternatives to mitigate this problem. In the past, KC has increased the influent and effluent capacity at South Plant and has installed parallel interceptor facilities. This has significantly reduced the chance of surcharging but does not eliminate the problem. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 5 5-2 | JULY 2022 | FINAL 5.2.2 Adjacent Utility Systems For purposes of this LRWWMP, all of the comprehensive plans for the adjacent utility systems described in Chapter 4 – Planning Considerations were examined. The hydraulic analysis utilized the projected Ultimate Peak 20 -year design flows, as computed by KC. These flows were obtained from KC and assigned as constant inflow conditions. This conservative assumption contributed to surcharging and capacity issues in portions of the system. The City has several agreements with adjacent utilities that allow joint use of facilities within the City, as summarized in Chapter 4 – Planning Considerations. If capacity limitations become evident, through visual inspection or flow measurements, then the City and the adjacent utility should work together to correct the limitation as specified in the joint use agreement. 5.2.3 Hazard Mitigation Plan The City partnered with KC Emergency Management to update the Regional Hazard Mitigation Plan. The City developed a city-specific plan – Hazard Mitigation Plan (Renton Annex) – as part of the regional effort. The Regional and city-specific Hazard Mitigation Plan seek to mitigate long-term risk to people and property from the effect of both natural and man -made hazards. The City is subject to a number of natural and man-made hazards that could affect the city, such as earthquakes, flooding, landslides, winter/wind storms, coal mine hazards, hazardous materials release, and terrorism/civil disturbance. The sanitary sewer system may be vulnerable to a variety of the identified hazards. 5.2.4 Septic Systems There are still a small percentage of developed properties within City Limits that are served by private septic systems. In addition, the developed properties within the sewer service area but outside of the city limits are primarily served by private septic systems. The Seattle-King County Department of Public Health has an approved Septic Management Plan (King County On -Site Septic System Management Plan – July 2007) and has started revising the document, however, the latest draft has not yet been approved (King County On-Site Sewage System Management Plan – September 2016). The latest Septic Management Plan identifies East Hill in unincorporated KC and Renton, potentially served by Cedar River Water and Sewer District and to a much lesser extent the City. This area was identified as challenging for the proper func tioning of OSS due to high density development with smaller lots, poor soils, older septic systems, and high or perched water tables. The latest OSS Plan states “work is needed to document the environmental and current status of systems to develop competit ive grant applications to seek funding for sewer extension projects.” 5.2.5 Wastewater Quality The quality of wastewater transported in the City sanitary sewer system varies considerably depending on the wastewater source, detention time within the sanitary sewer system and the volume of infiltration and inflow (I/I). The quality of domestic wastewater varies and is a direct result of the type of water used within the home. Some domestic sewage can be considered stronger than others can. One household appliance, the garbage disposal, can greatly impact the quality of wastewater. Most new home construction incorporates garbage disposal in its design. Use of these garbage disposals increases both suspended solids and the biochemical oxygen demand (BOD), two common results tested for when measuring contaminant concentrations. AGENDA ITEM #6. o) CHAPTER 5 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL |JULY 2022 | 5-3 The total volume of industrial waste produced within the City is small compared with the volume of domestic wastewater. However, an industrial or commercial development can have a considerable impact on the sanitary sewer collection system immediately downstream of the facility. Industrial waste can contain high concentrations of chemicals that can make the waste highly corrosive or toxic. If discharge of an industrial waste to the sanitary sewer system creates problems, then pretreatment of the industrial waste should be considered. Several federal, state, and local regulations govern the pretreatment of industrial waste. The KC Industrial Waste Program is a state delegated authority to implement the Federal Pretreatment Program and handles the industrial waste for the City. The most recent list of industrial discharges is provided in Table 5.1. This program administers the waste discharge permits, inspections, enforcements, compliance and collection of surcharge monitoring fees. The program also works with businesses to help them implement pollution prevention practices. The industrial dischargers submit monthly self-monitoring reports to the KC Industrial Waste Program to confirm compliance with their NPDES permits. The City regularly coordinates with King County on program compliance including collaboration on conducting twice yearly monitoring of the discharges. AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 5 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL |JULY 2022 | 5-5 Table 5.1 Renton Summary of Industrial Discharges Industrial Discharger Industry Type Authorization Type Approval Number Effective Date Expiration Date Max Volume (gpd) Aero Plastics Inc. General Type No Control Document Required 400391-01 15-Nov-17 Alliance Packaging LLC Corrugated Container Major Discharge Authorization 689-08 9-Dec -20 8-Dec -25 4,500 Allpak Container Corporation Corrugated Container Major Discharge Authorization 585-06 21-Jun-18 20-Jun-23 4,000 Amazon Services LLC – SWA2 -4 General Type No Control Document Required 400502-01 28-Jul-21 Barbee Mill Company, Inc. Groundwater Remediation - Metals Major Discharge Authorization 4133-03 29-Oct -17 28-Oct -22 25,000 Boeing Commercial Airplane - Renton Metal Finishing - CFR 433 Permit 7630-06 2-Jan -18 1-Jan -23 75,000 Boeing Electronics Center Metal Finishing - CFR 433 Permit 7508-05 9-Mar-17 8-Mar-22 15,000 Buchan Bros. Vehicle Washing No Control Document Required 400319-01 30-Jun-16 Buchan Bros. Vehicle Washing Letter of Authorization 10356 -01 28-Feb -03 Cintas Corporation Laundry-Industrial Permit 7857-03 16-Aug-20 15-Aug-25 120,000 Distribution International General Type No Control Document Required 400451-01 22-Apr-19 E&E Foods Food Processing-Fish Permit 7961-01 10 -Feb -21 9-Feb -26 85,000 Hartung Glass Industries - Flat Glass Products Glass Manufacturing Minor Discharge Authorization 400465-01 20-Nov-19 Hilite Seafood Food Processing – Seafood No Control Document Required 1034 -01 21-Dec -16 20-Dec -21 21,000 Kenworth Truck Co. Manufacturing-Misc Major Discharge Authorization 400221-01 4-Jun-15 King County RSD (1) - Renton Decant Facility Decant Station Major Discharge Authorization 4451-01 9-May-18 8-May-23 73,000 King County SWD(2) - Renton Transfer Station Solid Waste - Transfer Fac Major Discharge Authorization 4367-03 5-Jun-21 4-Jun-26 52,000 Northwest Gourmet Food Products Inc. - Renton Facility Food Processing-Other Permit 4419-01 15-Jun-17 14 -Jun-22 2,037 Ocean Beauty Seafoods LLC - Renton Food Processing-Seafood Major Discharge Authorization 7949-01 1-Feb -20 31-Jan -25 3,000 Phillips 66 Company - Renton Terminal Groundwater Remediation - Organics Major Discharge Authorization 4444-02 1-Dec -18 21-Dec -22 43,305 Phillips 66 Company - Renton Terminal Groundwater Remediation - Organics Permit 261-06 14 -Jan -21 13-Jan -26 5,000 Renton Coil Spring Co. Inc. Manufacturing-Misc No Control Document Required 7910 -02 5-Mar-20 4-Mar-25 50,400 Republic Services - Monster Road SW General Type Major Discharge Authorization 400396-01 15-Nov-17 Rosemount Specialty Products LLC Manufacturing-Misc No Control Document Required 4484-01 11-Feb -19 10 -Feb -24 48,000 Schwartz Brothers Bakery - Renton Food Processing-Bakery Minor Discharge Authorization 400192-02 16-Dec -19 Service Linen Supply Laundry - Linen Major Discharge Authorization 830-03 1-Jul-21 30-Jun-26 6,000 Sheets Unlimited LLC Corrugated Container Minor Discharge Authorization 388-06 1-Mar-19 3-Sep -22 120,000 SKIS Painting General Type No Control Document Required 816-05 7-May-21 30-Sep -25 2,500 Stoneway Concrete - Black River Cement/Readymix Major Discharge Authorization 400458-01 10-Jul-19 Stoneway Concrete - Houser Way Cement/Readymix Major Discharge Authorization 4080-04 28-Sep -20 27-Sep -25 25,000 Trojan Lithograph Printing Letter of Authorization 10193-03 15-Jul-18 14 -Jul-23 1000 United Rentals – Tukwila No Control Document Required 400202-01 22-Apr-15 Valley Medical Center Hospital Minor Discharge Authorization 709-04 2-Aug-17 1-Aug-22 Note: (1) RSD - Road Services Division. (2) SWD - Solid Waste Division. AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 5 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL| JULY 2022 | 5-7 5.2.6 Wastewater Quality Analysis and Recommendations A major problem associated with wastewater quality is the generation of hydrogen sulfide that occurs during wastewater transport from its source to the point of treatment. The hydrogen sulfide found in wastewater results from the anaerobic bacterial reduction of the sulfate ions that are present. Hydrogen sulfide poses three serious problems: it is highly corrosive, has an obnoxious odor, and, as a gas, is toxic to humans and has been known to cause deat h to sewer maintenance workers. The production of hydrogen sulfide is directly related to the BOD of the wastewater. Wastewater exhibiting a high BOD will tend to generate more hydrogen sulfide than wastewater exhibiting a lower BOD. Hydrogen sulfide is very corrosive to both sewers and pumping facilities. Hydrogen sulfide released from the wastewater will tend to dissolve on condensation within the crown of a sanitary sewer. The hydrogen sulfide retained in the condensation is converted to sulfuric acid through oxidation by aerobic bacteria. This sulfuric acid will react with the cement bonding material within concrete pipes, or iron within steel pipes, and can corrode a pipe to the point of structural failure. Sanitary sewer pipes are most susceptible to t his type of corrosion in their crowns because that is where most condensation occurs. Aeration, periodic cleaning, and use of non-corrosive pipe materials can control effects of hydrogen sulfide. If excessive hydrogen sulfide production is evident at a lift station, aeration of the wet well should be considered to reduce the hydrogen sulfide in the wastewater and reduce the effects of anaerobic bacteria that produce the hydrogen sulfide. Periodic cleaning of the sanitary sewers will also remove the biological slime that forms on the pipe walls and produces the hydrogen sulfide. The most effective method of mitigating corrosion by hydrogen sulfide is through the use of non-corrosive pipe materials, such as polyvinyl chloride (PVC), or high-density polyethylen e (HDPE). Existing pipes experiencing severe corrosion can be rehabilitated through the use of various slip form liners or fiberglass resin liners. In order to control the generation of hydrogen sulfide, the City conducts preventative maintenance with rout ine cleaning sewer pipes with inadequate slopes. In addition, all pipes are cleaned before video inspection is performed. Both of these tasks reduce biological growth on the walls of the sewer pipes and reduce the hydrogen sulfide generation potential. Exc essive I/I will tend to reduce the production of hydrogen sulfide and the concentration of contaminants in the wastewater. As the City works to reduce structural defects causing I/I, there may be more impact by contaminants and hydrogen sulfide. The City m ay have to increase efforts to reduce hydrogen sulfide and be more aware of potential contaminants. The planning area for this LRWWMP corresponds, for the most part, with the current City limits and urban growth boundary (UGB), as shown in Figure 4.1. Service is provided consistent with regional planning and agreements with adjacent utilities. System -wide concerns present in the wastewater infrastructure include some segments approaching the end of the Remaining Useful Life and infiltration and inflow. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 5 5-8 | JULY 2022 | FINAL 5.2.7 Agin g Sanitary Sewers Sanitary sewer system installation began in earnest during the 1940’s and 1950’s as a federal program to provide housing for workers at the Renton Boeing Plant and has continued through today. Prior to this boom, the City also had significant sewer installations in the 1920s and 1930s for the Central Business District. Some of t hese sewers have reached the end of their useful life. This LRWWMP recommends a program to address condition issues of these aging sanitary sewers through rehabilit ation and replacement . 5.2.8 Infiltration and Inflow I/I occur in all sanitary sewer systems. Infiltration is defined as water entering the sanitary sewer system through pipes, joint connections, manhole (MH) covers, and walls. Inflow is defined as water discharged to the sanitary sewer system through connections to roof drains, yard drains, foundation drains, and cross connections with storm sewers and combined sewers. The combination of I/I may be a major portion of the total wastewater flow which must be carried by the sanitary sewer system. I/I problems in an existing sanitary sewer system can be studied to determine their effect. Finding and correcting I/I sources can be challenging, as determining the source can be evasive. Elimination of storm inflow from the system is difficult due to conflicting concerns. Sealing MH lids and maintaining the water tightness of the lids decreases inflow, but gas, particularly hydrogen sulfide and methane, can collect in the sealed MHs. The City attempts to minimize vent holes for the system, but inflow cannot be prevented completely. During the design and construction of new main extensions, the City utilizes MH liners and coatings as well as sealed MH covers in wet areas. The City also performs video inspections during the wet season on all new gravity sewers to check for leaks. 5.2.8.1 Historical Infiltration and Inflow In December 1999 , as part of the Regional Wastewater Services Plan (RWSP), the KC Council approved the development of a Regional I/I Control Program. The purpose of the program is to reduce the risk of sanitary sewer overflows (SSOs) and the cost of adding capacity to facilities that convey wastewater to KC treatment plants. KC installed over 800 flow meters to measure flows throughout KC. The flow meters monitor depth of flow and velocity. Early flow monitoring data between late 2000 and early 2001 were considered unrepresentative because of drought conditions that lowered the groundwater table and therefore reduced I/I to the system. Consequently, KC performed additional flow monitoring from late 2001 to early 2002. This effort proved more productive as data from several storms was captured. Rainfall in the region was also monitored by KC. The Calcul de lames d’eau a l’aide du radar system (CALAMAR ) used a combination of 73 rain gauges throughout the region, as well as the National Weather Service radar, to generate rainfall quantities to an accuracy of plus or minus 10 percent. In 2000, KC’s Wastewater Treatment Division, in cooperation with the local component agencies that it serves, launched an I/I Program. Ten pilot projects were selected to evaluate the effectiveness of various sewer rehabilitation technologies in reducing I/I in local agency collection systems. The completion of the ten pilot projects in January 2004 marked a major milestone in the KC study. The projects demonstrated that I/I could be effectively reduced, depending on the location and method of rehabilitation. The results of the pilot projects, along with other information, were used to prepare a long -term regional plan for reducing I/I in local agency systems. AGENDA ITEM #6. o) CHAPTER 5 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL| JULY 2022 | 5-9 5.2.8.2 Current Infiltration and Inflow Old and aging sewers contribute to excessive I/I into the sanitary sewer system. In conjunction with KC’s program for reducing I/I, the City identified, through model analysis, areas of concern for investigation, additional metering, and replacement or rehabilitation of the sewers. There are certain portions of the sanitary sewer system that are known as having I/I in excess of the 1,500 gallons per acre per day (GPAD) identified as the acceptable amount as determined through the joint planning effort between KC and the component agencies. The City works to reduce the I/I in these portions of the system through its mainline and lateral replacement program. If these systems are replaced, I/I will be reduced and KC’s requirements will be met. If a system is not scheduled for replacement or a replacement is delayed, the City may have to perform interim rehabilitation to reduce I/I if required for capacity needs. The City is participating with KC on its program to gain knowledge and experience to determine methods for I/I abatement . The additional data produced through the current effort occurring will be used by the City in determining feasibility of using I/I improvements in lieu of upsizing sewer systems where capacity restraints have been identified. The modeled values of I/I are shown for every mini -basin in Figure 5.5. The sewer model has also identified portions of the sewer system that have I/I or capacity problems during large storms that may not be evident with physical signs during smaller storms. To better understand these areas, the City will initiate I/I Metering, Investigation, and Rehabilitation and Replacement , as needed . 5.2.9 Other Concerns The Downtown Utility Improvement Project (DUIP) is a pipeline replacement project intended to support the anticipated future redevelopment of the City’s Downtown area. This program will be incorporated into the City’s hydraulic model and evaluated during the capacity evaluation. Additionally, combined sewers are designed to carry both stormwater and wastewater within a single system. Current codes in the City do not allow combined sewers because it causes stormwater, which is relatively clean, to be treated along with wastewater. Combined sewer systems within the City have been replaced with separate sanitary and storm sewer systems. 5.3 Hydraulic Model Wastewater collection system models are valuable tools used to assess the performance of collection systems during dry and wet weather conditions and to plan for future improvements. These models provide a means to simulate the impact of different storm sizes on the collection system, and determine where future system deficiencies are likely to occur. In addition, a well-calibrated model provides a method for testing alternative improvement scenarios. The flow monitoring wastewater basins used in the model for calibration is shown in Figure 5.1. AGENDA ITEM #6. o) AGENDA ITEM #6. o) 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú3Ú g` g` g` g` g` g` g` g` g` g`g` g` g`g` g`g` g` g`East Valley RdRain ier Ave N S 133rd St Oakesdale Ave SWBenson D r S SW 7th St 140th Ave SENE Sunset B lvd §¨¦405 Maple V a l l e y H w y 164th Ave SECedar River Trail SE Jones Rd Lake Youngs Service RdSE May Valley Rd Union Ave NESE Petrovitsky Rd §¨¦5 Shy CreekLiftstation Devils ElbowLift Station East ValleyLift Station Talbot CrestLift Station Long LiftStation KensingtonCrest Lift Station WedgewoodLift Station WestviewLift Station Lind AveLift Station Lake Washington#2 Lift Station CottonwoodLift Station Lake Wash.Flush Lift Station Stone GateLift Station Falcon RidgeLift Station Liberty LiftStation Lake WashingtonBeach LiftStation Pipers BluffLift Station Baxter LiftStation Misty CoveLift Station Airport LiftStation MH6704 MH0166 MH0286 MH0537 MH6041 MH1360 MH1763 MH2116 MH2171 MH2252 MH5302 MH2999 MH5519 MH3216 MH3625 MH5505 MH4628 MH4646 Last Revised: July 15, 2020\\io-fs-1\Data\GIS\GISBackup\Renton\WaterSystemPlan2017\Flow_Monitoring_Basins.mxd O 0 10.5 Miles Legend g`Flow Monitoring Locations Flow Monitoring Basins Lift Station 3Ú City of Renton 3Ú King County Gravity Pipeline Force Main MAINTBY City of Renton Force Main King County Force Main King County Gravity Main Study Area Renton City Boundary Roads Waterbodies Figure 5.1Flow Monitoring Locations CHAPTER 5 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON Disclaimer: Features shown in this figure are for planning purposes andrepresent approximate locations. Engineering and/or survey accuracyis not implied. Data Sources: City of Renton AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 5 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL|JULY 2022 | 5-13 5.3.1 Model Development and Calibration A sewer collection system model is a simplified representation of the real sewer system. Sewer system models can assess the conveyance capacity for a collection system. In addition, sewer system models can perform “what if” scenarios to assess the impacts of future developments and land use changes. The model was developed using the MikeUrban hydraulic modeling software package, developed by DHI. The hydraulic model is a full pipe model and includes 100 percent of the total system pipelines. For this project, flow monitoring was conducted at 18 meter sites for a period of approximately five months from December 2017 to April 2018. Flow monitoring data was used to calibrate the updated hydraulic model for both dry and wet weather conditions. Dry weather flow (DWF) calibration ensures an accurate depiction of base wastewater flow generated within the study area. The WWF calibration process consists of calibrating the hydraulic model to specific storm events to accurately simulate the peak and volume of I/I int o the sewer system. The hydraulic model was calibrated following the Chartered Institution of Water and Environmental Management (CIWEM) code of practice. The updated hydraulic model is shown in Figure 5.2 . 5.3.2 Model Evaluation Results The hydraulic model is well calibrated; simulating WWF storms accurately. A summary of dry and wet weather flow model calibration is provided in Table 5.2. The percent difference in volume is shown for each of the three storms that were used for calibration. The CIWEM standards require the model to meet the calibration standards for two out of the three WWF storms. The model is within calibration criteria for every site for DWF and for 16 of the 18 sites for WWF. Calibration standards were not met for Site MH3216 and MH6041. Site MH3216 showed greater response in the model than in the meter; therefore the model is conservative. Site MH6041 flow monitoring showed very little flow response to Storms 2 and 3, which made it difficult to match across the season and be within typical parameters for the sewer system. For this reason, the calibration focused on matching Storm 1. These sites are discussed in further detail in TM 2: Model Update and Calibration , located in Appendix I of this LRWWMP. Appendix I also discusses the level calibration and shows example calibration figures. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 5 5-14 | JULY 2022 | FINAL Table 5.2 Model Calibration Flow Meter ID DWF Percent Difference (%) WWF Storm 1 Volume Flow Percent Difference (%) WWF Storm 1 Peak Flow Percent Difference (%) WWF Storm 2 Volume Flow Percent Difference (%) WWF Storm 2 Peak Flow Percent Difference (%) WWF Storm 3 Volume Flow Percent Difference (%) WWF Storm 3 Peak Flow Percent Difference (%) MH0166 -0.2% 31.1% -1.5% -3.0% 11.9% 15.4% -0.9% MH0286 1.0% 7.2% -1.8% 0.1% -11.9% -7.8% -25.8% MH0537 -0.7% 10.1% 2.0% 5.2% -6.6% 17.2% 13.3% MH1360 5.0% 18.1% 9.7% -12.8% 7.2% 15.1% 2.5% MH1763 -1.1% 13.0% 13.7% -38.9% -15.0% -0.3% -5.0% MH2116 -8.1% - - -9.5% -12.6% 3.7% 7.3% MH2171 -0.4% 6.8% 10.9% -6.7% 7.7% 17.3% 19.5% MH2252 -0.8% -2.5% -5.8% -9.4% 12.2% 8.1% 58.3% MH2999 -7.2% 11.0% -10.9% 11.3% 1.8% 16.8% 7.0% MH3216 -0.4% 18.8% -4.4% -11.3% 25.2% 13.5% 47.8% MH3625 -2.5% 4.7% 5.0% -14.7% -6.1% -1.7% -8.5% MH4628 0.0% 10.4% 3.5% -21.2% 15.0% 10.9% -1.6% MH4646 0.0% -1.9% -6.6% -18.3% -19.7% -2.2% 1.9% MH5302 -8.6% -4.3% -8.7% -7.9% 6.7% -1.6% 0.8% MH5505 0.4% 6.6% -1.9% -9.5% 6.3% -2.2% -14.7% MH5519 3.7% 12.2% 33.1% 10.9% 24.0% 9.8% 1.3% MH6041 -0.1% -14.5% -8.9% 16.5% 19.7% 39.3% 140.3% MH6704 -0.2% -8.4% -19.1% 16.7% 21.8% 15.2% 3.0% AGENDA ITEM #6. o) CHAPTER 5 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL |JULY 2022 | 5-15 Figure 5.2 Updated Hydraulic Model 5.4 Capacity Evaluation Capacity problems are the result of inadequate pipe sizes or slopes, or backwater conditions. These problems may concern lack of capacity in the sewer system or available capacity for future development. A hydraulic analysis has been performed on the City‘s sewer system. This analysis did not show capacity problems in the current system. Capacity problems do occur throughout the system in various degrees at build-out. As the City implements more water conservation programs, there may be a negative impact on the operation of a sewer system. Reduction of the liquid component of wastewater could cause problems in moving solids through the lines. Problems moving solids could impact the operation of the system, increase the potential of SSOs and will increase the need for flushing. This section describes the capacity evaluation performed as part of this LRWWMP. Deficiencies were identified per the analysis criteria and presented in the following sections. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 5 5-16 | JULY 2022 | FINAL 5.4.1 Analysis Criteria Capacity evaluation of the wastewater collection system was performed in accordance with the following criteria, using the hydraulic model developed for this LRWWMP: • 20-year and 30 -year, multi-day design storms are used for evaluating the City’s sewer infrastructu re. Essentially, these design storm have a three to five percent chance (1/30 - 1/20) that a peak of 3.7 inches of rain will fall in any 24-hour period in a given year. • It was assumed that system degradation is considered for this analysis. I /I degradation is estimated at seven percent per decade, and 28 percent for buildout . This assumption is based on KC’s Updated Planning Assumptions for Wastewater Flow Forecasting (2014). • During Peak Wet Weather Flow (PWWF), water levels were allowed to rise no more than three feet from the MH rim. Sewers were allowed to surcharge under these maximum flow conditions during the design storms presented above. Additionally, p ipes that surcharged to a ratio of depth/diameter > 2 were flagged as well in the hydraulic model results. • No surcharging was allowed for shallow MHs (shallow MHs consist of locations where the difference between the MH rim and top of pipe was less than 3.5 ft ). • Areas that were identified as a deficiency based on the analysis criteria but were caused by KC backwatering conditions are not included in the results presented in this section. The City is unable to fix issues pertaining to KC’s interceptor backwater condition. Additional information and figures showing the heightened hydraulic grade line (HGL) due to KC Interceptors are shown in Appendix I, in this LRWWMP. • Modeled Lift Station influent is larger than firm capacity of lift station for the design storm. 5.4.2 Design Storm This analysis uses four separate multi-day, 20 -30 year recurrence design storms for the capacity evaluation. These storms were identified in the 2012 KC I/I Study and correspond to t he recurrence interval within historical KC rainfall. There are five of these historical rain gauges which are used in different areas of the system. Figure 5.3 shows each of the four design storms. Table 5.3 outlines which design storm was used for the capacity analysis in each mini-basin. AGENDA ITEM #6. o) CHAPTER 5 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL |JULY 2022 | 5-17 Figure 5.3 Design Storm Hydrographs Table 5.3 Modeled Design Storms by Mini -Basins Sewer Mini Basin Design Storm 1 Nov-98 2 Nov-98 3 Nov-98 4 Jan-90 5 Nov-90 6 Nov-90 7 Nov-98 8 Feb -96 9 Feb -96 10 Feb -96 11 Feb -96 12 Feb -96 13 Feb -96 14 Feb -96 15 Feb -96 16 Feb -96 17 Nov-90 18 Feb -96 19 Feb -96 Sewer Mini Basin Design Storm 20 Nov-90 21 Nov-90 22 Nov-90 23 Jan -90 24 Feb -96 25 Nov-90 26 Nov-90 27 Feb -96 28 Feb-96 29 Feb -96 30A Feb -96 30B Feb -96 30C Feb -96 32 Feb -96 33 Feb -96 34 Jan -90 35 Jan -90 36 Feb-96 37 Feb -96 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 0 20 40 60 80 100 120Rainfall (in/hr)Hours Design Storms Nov-98 Jan-90 Nov-90 Feb-96 AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 5 5-18 | JULY 2022 | FINAL Sewer Mini Basin Design Storm 38A Feb -96 38B Feb -96 39 Feb -96 40 Feb -96 41 Feb -96 42 Feb -96 43 Jan -90 44 Nov-90 45 Nov-90 46 Nov-98 46 (North) Nov-90 47 Nov-90 48 Nov-90 49 Feb -96 50 Feb -96 52 Feb -96 Sewer Mini Basin Design Storm 54 Feb-96 A Feb -96 B Feb -96 CEDAR02A Nov-90 ESI1003 Feb -96 RENT65 Jan -90 U1 Feb -96 U2 Feb-96 U3 Feb -96 U4 Feb-96 U5 Feb -96 U6 Feb-96 U7 Feb -96 U8 Feb -96 U9 Feb -96 U10 Feb -96 5.4.3 Capacity Evaluation Results A capacity analysis of the modeled collection system was performed with the City's calibrated hydraulic model using the system performance criteria outlined above. The I/I degradation assumption created a conservative scenario for projecting future system conditions. Capacity analysis was performed for existing conditions (2012 ) and build-out conditions (2040) for Lift Stations and the collection system. 5.4.4 Lift Station Capacity The hydraulic model includes representations of all of the City’s major lift stations. The model simulates the existing lift station pumps and, when required, allowing and tracking flow beyond the existing capacity. The peak hourly flow during the design storm upstream of modeled lift station was used to determine whether stations met the firm capacity of the station. Firm capacity is defined as the capacity of the pump station with one pump offline. It is recommended the City investigate lift station capacity as a separate project in the future. The lift stations were evaluated for sufficient capacity under peak wet weather flow under current and buildout conditions. Table 5.4 shows the lift station capacity, modeled flows, and deficiencies. The City has two lift stations that are deficient: • Airport. • Lind Avenue. At buildout, it is anticipated that the firm capacity of three additional stations will be deficient: • Kingston. • Stonegate. • Baxter. AGENDA ITEM #6. o) CHAPTER 5 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL |JULY 2022 | 5-19 These additional buildout deficiencies are due large, anticipated increase in flow from new development. The deficiencies at Lift Stations with current deficiencies are also anticipated to grow worse with additional development. However, every lift station has sufficient total capacity to convey both current and buildout total pump capacities, except buildout flows to the Airport Lift Station. The City is currently working on upgrading the Airport lift station, which will address the capacity issue. Falcon Ridge accepts flows from Soos Creek Water and Sewer District, which may be a source of model inaccuracy. It is recommended the City work with Soos Creek Water and Sewer District to better understand both Utilities contributions to the Falcon Ridge Lift Station. The City should further investigate flows at the Lind Avenue Lift Station to confirm station performance in wet weather flows. The City has not historically observed capacity issues at this station; therefore, it is anticipated the deficiency may only be in very large storms similar to the 25- to 30 -year design storm. The City should continue to evaluate potential developments contributing to Kingston, Stonegate, and Baxter lift stations. The City should make necessary lift station improvements prior to granting a utility permit that exceeds its capacity. 5.4.5 Collection System Capacity The capacity analysis identified areas in the sewer system where flow restrictions may occur or where the pipe does not have sufficient capacity to convey design flows. Sewers that lack sufficient capacity to convey design flows could produce backwater effects in the collection system that increase the risk of SSOs. Potential system deficiencies were identified for PWWF under both existing and build-out conditions and are highlighted in Figures 5.4 and 5.5, respectively. The Downtown Utility Improvement Project (DUIP) adjusted the DWF in the area from 0.22 cfs to 8.96 cfs. Wet weather flow assumptions were taken from Flow Monitoring Basin 6041, which was deemed similar in age and I/I rate to the new construction of the DUIP. All pipelines within the DUIP were adequately sized. However, some of the connection point s between the existing system and DUIP project caused elevated HGL’s. Further analysis is needed to finalize any improvements. Under buildout condition, twenty-two areas were considered potentially deficient based on design storms and evaluation criteria. These locations and associated information are presented in Table 5.5. Add itional information on the deficiencies and proposed improvements can be found in Chapter 8 – Capital Improvement Program. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 5 5-20 | JULY 2022 | FINAL Table 5.4 Lift Station Evaluation Pump Station Number Pump Station Name Storm Used Pump Firm Capacity (gpm)(1) Total Pump Capacity (gpm) Current Modeled PWWF (gpm) Buildout Modeled PWWF (gpm) Current Modeled Deficiency (gpm) Buildout Modeled Deficiency (gpm) L01 Shy Creek Feb 96 825 1375 18 180 807 7645 L02 Devil’s Elbow Jan -90 500 1000 119 237 381 263 L03 Airport Feb -96 100 200 174 216 -74 -116 L04 East Valley Feb -96 724 1086 492 548 232 176 L05 Talbot Crest Nov-90 110 220 35 35 75 75 L07 Long Nov-90 100 200 69 69 31 31 L08 Kensington Jan -90 160 320 56 182 104 -22 L09 Wedgewood Feb 96 905 1416 150 237 755 668 L25 Lind Avenue Feb -96 500 1000 542 630 -42 -130 L29 Stone Gate Nov-90 425 850 244 593 181 -168 L30 Falcon Ridge Jan -90 100 200 142 154 -42 -54 L32 Misty Cove Feb -96 190 397 125 160 65 30 L34 Liberty Feb 96 617 1234 1 184 616 433 L39 Baxter Feb -96 700 1150 548 817 152 -117 Note: (1) gpm – gallons per minute. AGENDA ITEM #6. o) CHAPTER 5 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 5-21 Table 5.5 Buildout Deficiency Locations Deficiency ID(1) Upstream MH Downstream MH Mini Basin Storm Event Pipe Sections Length and Diameter Highest Surcharged MH Description of Surcharge Reason Deficient 05A MH3043 RE*SRENT.R18 -19 5 Nov-90 22 5,005' - 8" MH2998 Flooding Capacity 45A MH2252 MH4031 & MH 2672 45 Nov-98 30 2,242' - 8" & 246' - 10" & 526 - 12" & 636' - 15" & 4,670' - 18" MH2257 Flooding Capacity 7A MH2276 SSMH009 7 Nov-98 8 2,082 - 8" MH2272 10.7 ft from rim Capacity 2A MH2681 & MH2678 MH2676 2 Nov-98 4 987' - 8" MH2677 1.6 ft from rim Capacity 3A MH2369 MH2336 3 Nov-98 16 3,930 - 8" MH2337 8.5 ft from rim Capacity 46A MH4640 & MH1854 RE*CEDAR1.R10- 05A 46 Nov-90 20 584' - 8" & 358' - 10" & 1,191' - 12" & 549' - 15" & 660' - 21" & 760' - 24" MH4692 Flooding Capacity, diameters change 37A MH6042 & MH0840 MH0825 37 Feb -96 15 2,989' & 8" MH0839 5.1 ft from rim Negative slopes 48A MH0887 MH0845 48 Feb -96 8 1,262 - 8" & 441 - 12" MH0847 17.2 ft from rim Capacity, grade change 24A MH0927 MH0761 24 Feb -96 3 409' - 8" & 233' - 10" MH0924 0.8 ft from rim Negative slopes 20B MH6612 MH6613 20 Nov-90 1 282' - 8" MH6612 12.1 ft from rim Capacity, shallow slope 20A MH5238 MH3726 20 Nov-90 11 1,253' - 8" MH5240 5.4 ft from rim Capacity, shallow slope 22A MH3064 MH5504 22 Nov-90 26 2,732' - 8" & 463' - 10" & 1276' -12" & 1,067' - 15" MH3615 0.5 ft from rim Capacity, diameters change AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 5 5-22 | JULY 2022 | FINAL Deficiency ID(1) Upstream MH Downstream MH Mini Basin Storm Event Pipe Sections Length and Diameter Highest Surcharged MH Description of Surcharge Reason Deficient 21A MH4301 MH3625 21 Nov-90 47 9,778' - 8" MH3581 Flooding Capacity, shallow slope 41A MH0925 MH0761 41 Feb -96 15 2,230 - 8"& 358' - 10" MH3329 Flooding Capacity, shallow slope 23A MH3499 MH3497 23 Jan -90 2 700' - 8" MH3498 13.2 ft from rim Capacity 15A MH2469 2790 15 Feb -96 55 153' - 6" & 4,461' - 8" & 764' - 10" & 3,204' - 12" & 2,284' - 15" & 272' - 18" & 144' - 24" MH2183 Flooding Capacity 14A MH5443 MH6332 14 Feb -96 6 1050' - 8" MH6337 8.7 ft from rim Capacity BA MH2981 MH5188 B Feb -96 6 1,353' - 8" & 387' - 10" L04-East Valley 9.5 ft from rim Capacity 05B MH3306 RE*SRENTON.R1 8-17 5 Nov-90 25 366' - 8" & 901' - 10" MH5531 4.8 ft from rim Capacity 05C MH3304 MH5523 5 Nov-90 21 3,462' - 8" MH3205 10.2 ft from rim Capacity 11A MH6825 MH5049 11 Feb -96 2 607' - 10" MH5050 10.1 ft from rim Negative slopes 25A MH1708 MH1660 25 Nov-90 25 3,326 - 8" MH1694 6.9 ft from rim Capacity, shallow slope Note: (1) Deficiency ID based on associated mini basin number. AGENDA ITEM #6. o) O 0 10.5 Miles Disclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: Fill in the name of the data sources used in this map including aerial imagery. CHAPTER 5 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON Legend 3 feet from rim Flooding King County Force Mains d/D Ratio 0 - 1 1 - 2 2 + U Basin Nov 1998 Storm Nov 1990 Storm Jan 1990 Storm Feb 1996 Storm Roads Figure 5.4 Current Deficiencies AGENDA ITEM #6. o) AGENDA ITEM #6. o) O 0 10.5 Miles Disclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: Fill in the name of the data sources used in this map including aerial imagery. CHAPTER 5 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON Legend 3 feet from rim Flooding King County Force Mains d/D Ratio 0 - 1 1 - 2 2 + U Basin Nov 1998 Storm Nov 1990 Storm Jan 1990 Storm Feb 1996 Storm Roads Figure 5.5 Buildout Deficiencies AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 5 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 5-27 5.5 Recommendations This section describes recommendations for each of the deficiency areas identified in Table 5.5. Deficiencies can be caused by a combination of local physical flow constraints and excessive upstream flow from I/I. The design storms identified for system planning have return intervals of 20-30 years, therefore, the City may not observe surcharging during normal WWF. Appendix J shows the hydraulic grade lines at each deficiency. These are used to help identify possible physical flow constraints in the vicinity of the deficiency, which includes negative slopes, undersized pipes, and downstream backwater conditions. Therefore, a systematic approach was taken to confirm and address capacity issues, as shown in in the flow chart shown in Figure 5.6 and outlined below: • Piping reconfiguration: Identified the deficient pipe segment has a negative (reverse) slope. It is recommended to replace these sections of pipe to create a positive slope, if possible, to address both capacity and potential maintenance concerns. • I/I Evaluation : Considered if excess upstream flow from I/I was a major factor in the deficiency. A criteria of 7,500 GPAD of I/I was used to delineate excess I/I areas. 7,500 GPAD represents the cutoff for the highest 10 percent of basins, ensuring the worst I/I basins are prioritized. For these areas, an I/I evaluation, followed by rehabilitation and replacement of structural deficiencies, is recommended to address the deficiency. • Programmatic upsizing: If there is a clear undersized pipe segment without excess I/I in the upstream mini-basin, then it is recommended the City upsize the pipe segments causing the deficiency. These segments were relatively short. • Long-term flow monitoring: Long -term flow monitoring is recommended for the remaining deficiencies to better understand the issues in order to identify the most cost -effective improvements. All identified deficiencies and recommendations are detailed below in Table 5.6. Figure 5.8 shows the system wide improvement recommendations by deficiency. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 5 5-28 | JULY 2022 | FINAL Figure 5.6 Recommendation Decision Flow Chart AGENDA ITEM #6. o) CHAPTER 5 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 5-29 Table 5.6 Deficiency Recommendations Deficiency ID Pipe Configuration Constraint I/I (GPAD) Downstream Undersized Flow Constraint Recommendation 05A None 1,320 Unclear Long-term Flow Monitoring 45A None 11,000 None I/I Evaluation 7A None 11,000 None I/I Evaluation 2A None 11,000 None I/I Evaluation 3A None 11,000 None I/I Evaluation 46A None 2,750 Unclear Long-term Flow Monitoring 37A Negative slopes 1,910 None Piping Reconfiguration 48A None 1,0 30 Unclear Long-term Flow Monitoring 24A Negative slopes 1,035 None Piping Reconfiguration 20B Negative slopes 1,230 Clear Constraint Programmatic Upsizing 20A Negative slopes 1,230 Clear Constraint Programmatic Upsizing 22A None 1,230 Unclear Long-term Flow Monitoring 21A None 2,2 90 Unclear Long-term Flow Monitoring 41A None 4,708 None Long-term Flow Monitoring 23A None 480 Clear Constraint Programmatic Upsizing 15A None 5,625 Unclear Long-term Flow Monitoring 14A None 5,625 Unclear Long-term Flow Monitoring BA None 175 Clear Constraint Programmatic Upsizing 05B None 9,570 None I/I Evaluation 05C None 2,450 None I/I Evaluation 11A Negative slopes 4,545 None Piping Reconfiguration 25A None 1,310 None I/I Evaluation AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 5 5-30 | JULY 2022 | FINAL 5.5.1 Piping Reconfiguration Pipeline reconfiguration was recommended for areas in the system that presented negative slopes causing a capacity deficiency in the collection system. The negative slope also increases the risk of solids accumulation in the pipe and other maintenance issues. The first action would be to confirm the geographic information system (GIS) information and confirm that the modeled negative slopes and inverts are accurate. In the event where these are accurate, and where physically possible, potential pipe replacement may be recommended to create a positively sloped pipe. Of the 22 deficiencies, five are at negative pipe slope segments. The location and inverts to reconfigure are outlined in Table 5.7. Preliminary design evaluation of each location is recommended to identify site specific constraints that may limit changes to slope. This may require replacing pipe lengths upstream and/or downstream of the deficiency to achieve a positive slope. Table 5.7 Piping Reconfiguration Locations Deficiency ID Location Invert ID Invert Elevation 37A Edmonds Avenue and NE 9th St reet MH0738 273.66 24A Monroe Avenue and NE 7th St reet MH0761 360.25 11A Grant Avenue and SE 9th St reet MH5049, MH5050, MH5052, MH5053 Unknown 20A SE 99th C ourt MH3726 321.86 20B Jericho Pl ace and NE 16th St reet MH6616 453.85 5.5.2 I/I Evaluation An I/I evaluation, followed by rehabilitation and replacement of structural deficiencies, is recommended for deficiency in mini-basins with excessive I/I (defined as 7,500 GPAD). The evaluation should incorporate micro-monitoring to focus rehabilitation and replacement activities on areas with the greatest I/I. Micro-monitoring consists of installing multiple flow monitors for a relatively short period of time in mini-basins to identify areas with relatively high I/I. Flow meters are often moved to identify smaller and smaller areas with higher I/I. This allows rehabilitation and repair activities to be focused on specific areas, rather than an entire mini-basin. Mini-basin I/I rates in GPAD is shown in Figure 5.7. Of the 22 deficiencies, seven occur in mini-basins with high I/I (greater than 7500 GPAD). A total of seven upstream mini-basins contribute to the deficiencies, as shown in Table 5.8, where mini -basins 2, 3, and 7 contribute to multiple current system deficiencies. Deficiencies 05C and 25A became deficient during buildout conditions. The upstream demographics of these areas were unchanged in buildout conditions, so the deficiency is attributed to I/I despite I/I rates lower than 7500 GPAD. AGENDA ITEM #6. o) CHAPTER 5 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 5-31 Table 5.8 Micro -Monitoring Recommendations for I/I Deficiency ID Manhole Location Upstream Mini -Basins with High I/I 45A MH2258 45, 7, 3, 2, 1 7A MH2480 7 2A MH2489 2 3A SSMH004 3 05B MH5516 5 05C MH5516 5 25A MH1696 25 & U3 5.5.3 Programmatic Upsizing For sites where modeling indicated that capacity issues were caused by short and undersized stretches, upsizing was recommended. Programmatic upsizing was typically recommended for areas without significant surcharging and where modeling allowed identification of a defined segment responsible for the deficiency. These locations are described in additional detail in Table 5.9, which shows the location, pipe, and pipe diameter. Deficiencies 23A, BA, and 46A also all correspond to areas with high condition risk; therefore, upsizing could be completed in conjunction with pipe rehabilitation and replacement program activities. Table 5.9 Programmatic Upsizing Location and Additional Information Deficiency ID Location Pipe ID’s Current Pipe Diameter Proposed Pipe Diameter Upsizing Length (ft) Comments 23A N 28th Pl ace and Park Avenue North GM03987, GM03986, GM03985 8” 12” 12” 16” Reconfiguration at MH3498 if possible. BA SE 24th Street and E Valley Road GM05178, GM05179 8” 12” Backwater from Pump Station influences hydraulics. 46A Sunset Boulevard North and NE 3rd St reet GM04391 8” 12” 12” 16” Significant stretch of pipe that is deficient, but change in diameter appears to be hydraulic restriction. 5.5.4 Additional Long-Term Flow Monitoring Additional long-term flow monitoring was recommended for the remaining deficiencies. Of the twenty-two deficient locations, five are recommended to undergo additional long-term flow monitoring. The City reviewed these deficiencies and confirmed that they have not observed capacity issues at these location in the field. Therefore, long -term flow monitoring is AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 5 5-32 | JULY 2022 | FINAL recommended to determine the extent and possible causes of the deficiency. The recommended quantity, type, duration, location, and priority of the monitoring is provided in Table 5.10. The recommended duration is chosen based on the recurrence of the deficiency given the surcharging seen in the model calibration events (6 months to 1 year storms) and design storms (20 to 30 year storms). Based on the HGL under different storms, 2-5 years of monitoring is recommended for Deficiency 05A; 1-2 years for deficiency 22A; 3-7 years for deficiency 14A, 15A, and 21A, 48A, and 41A. Table 5.10 Long-Term Flow Monitoring Recommendations Deficiency ID Location Quantity Duration Manhole ID 05A Talbot R oad S outh and 36th Street to 27th Pl ace 1 2 - 5 years MH2998 22A Whitman C ourt NE and NE 12th St reet 2 1-2 years MH3616, MH3622 21A Anacortes Avenue NE and NE 17th St reet to NE 26th St reet 2 3-7 years MH3542, MH3581 15A Renton High School 1 3-7 years MH2118 14A West Sunset Blvd and SW 4th Place 1 3-7 years MH6332 41A Lake Washington Boulevard and Burnett Avenue North 1 3-7 years MH3381 48A NE 7th St reet and Harington Avenue NE 1 3-7 years MH0847 AGENDA ITEM #6. o) O 0 10.5 Miles Disclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: Fill in the name of the data sources used in this map including aerial imagery. CHAPTER 5 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON Legend 3 feet from rim Flooding King County Force Mains d/D Ratio 0 - 1 1 - 2 2 + I/I (GPAD) 0 - 500 500-2,000 2,000-3,750 3,750 - 7,500 Greater than 7,500 Roads Figure 5.7 Modeled I/I Overlaid with Deficiencies AGENDA ITEM #6. o) AGENDA ITEM #6. o) g` g` g` g` g` g` g`g` g`East Valley RdRainier Ave NS 133rd St Oakesdale Ave SWBe n s o n D r S SW 7th St 140th Ave SEN E S u n set Blvd §¨¦405 Maple V a l l e y H w y 164th Ave SECedar River Trail SE Jones Rd Lake Youngs Service RdSE May Valley Rd Union Ave NESE Petrovitsky Rd 5A & 5B: Mini-Basin 5 41A 14A 25A: Mini-Basin U3 2A: Mini-Basin 2 15A 48A 05A 21A 21A 22A22A 45A: Mini-Basin 1 25A: Mini-Basin 25 7A: Mini-Basin7 45A: Mini-Basin 45 3A: Mini-Basin3 46A 23A BA 24A 20B37A20A 1 1 ALast Revised: September 18, 2019 \\io-fs-1\Data\GIS\GISBackup\Renton\WaterSystemPlan2017\Fig5.6.mxd CHAPTER 5 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON Figure 5.8 Deficiency Improvement Recommendations O 0 10.5 Miles Disclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracyis not implied. Data Sources: City of Renton Legend g`Flow and Monitoring Program Sewer Upsizing Projects Pipe Reconfiguration Projects I/I Evaluation Program City Limits Street Centerlines AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 6 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 6-1 Chapter 6 REPLACEMENT AND REHABILITATION PROGRAM 6.1 Introduction This chapter documents the City of Renton's (City's) prioritized collection system replacement and rehabilitation (R&R) program. R&R prioritization is based on a risk, which is based on the criticality and vulnerability of an asset. Criticality represents the consequence of failure, and the vulnerability represents the likelihood of failure. A consistent approach is used to identify and prioritize force mains (FMs), lift stations, and gravity mains as documented in the following sections. 6.2 Replacement and Rehabilitation Plan Goals The City is implementing a risk-based R&R program that takes into account the criticality and vulnerability of their system. Using this approach, the City can proactively replace or rehabilitate infrastructure to reduce the System’s risk. 6.2.1 Prioritizing Using Risk The risk associated with an asset (pipe, manhole [MH], pump, etc.) is a measure o f the impact of asset failure on the overall system. Risk is calculated as the product of criticality and vulnerability, or: Risk = Criticality x Vulnerability Risk criteria were developed from the Halcrow Risk and Remaining Life Planning Tools (Weber Dav is Aqueduct, March 2011) and refined to meet the City’s objectives and available data sources. Data sources and levels were chosen that represented the selected criteria, were readily available, and that could be applied consistently across the entire system. Table 6.1 shows the matrix of the normalized risk rankings that were used for this study. Table 6.1 Normalized Risk Ratings Normalized Risk Ranking Vulnerability Level 4 (severe) Moderately Low Moderately High High High 3 (moderate) Moderately Low Moderately High Moderately High High 2 (low) Low Moderately Low Moderately High Moderately High 1 (negligible) Low Low Moderately Low Moderately Low 1 (negligible) 2 (low) 3 (moderate) 4 (severe) Criticality Level AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 6 6-2 | JULY 2022 | FINAL 6.3 Lift Station and Force Main Current R&R Program The Wastewater Utility operates 2 0 sewage lift stations in which each has its own FM that delivers the flow to the gravity system (Fig.6.1). Since the 2010 Long -Range Wastewater Management Plan (LRWWMP), six lift stations have been decommissioned and two lift stations added. Over the past 25-years, the City has replaced, rehabilitated , or eliminated all previous 25 lift stations. However, their FMs often times were not. In 2016 the City conducted a risk assessment of the Lift Stations and FMs. Based on this study, the City had developed and is near completion on the lift station and FM R&R project that has systematically addressed or mitigated potential risks to its existing infrastructure. Over the 20 year planning period, it is anticipated that continued R&R will be needed and prioritized by the highest risk. 6.4 Force Main R&R The City completed a preliminary condition assessment of its FMs in the 2016 Existing Force Main Condition Assessment and Lift Station Evaluation Report (Carollo Engineers, Inc. [Carollo], 2016). The 2016 project included developing an updated inventory of the lift stat ions and FMs, performing a preliminary risk assessment of the FMs to identify those having the highest risk of failure, field verifying the preliminary risk rankings, and preparing routine evaluation and maintenance guidelines. This section summarizes the preliminary condition and risk assessment. FM R&R recommendation s are presented based on the 2016 project and improvements being made as part of the Rehabilitation Program. 6.4.1 Force Main Criteria A preliminary “desktop” risk assessment was performed for the City’s sewer FMs. Criticality and vulnerability criteria used to establish risk are summarized below in Sections 6.4.1.1 and 6.4.1.2. The criticality, vulnerability, and risk ratings for each FM were quantified on a relative risk scale, with one representing the lowest risk and four representing the highest risk. 6.4.1.1 Force Main Criticality Criticality describes the consequence of failure of a particular asset. Criticality factors used in the desktop risk assessment for the FMs are: • Cost to repair, which includes FM material, diameter, length, and excavation and backfill costs. • Potential for life-threatening injuries or fatalities from FM break. Injuries or fatalities can be of a pedestrian, a household, or a vehicle. • Ability to maintain flow using bypass pumps or a Vactor Truck. • Loss of critical infrastructure and transportation links. For example, a FM located underneath a major highway is given a higher impact rating compared to one located in a low-use road . • Emergency construction access constraints, such as FMs l ocated in backyards, in a wetland, or on a steep slope. • Damage to nearby property, based on the number of properties damaged from FM leakage. • Environmental impact to waterways, wetlands, or other sensitive areas. A FM located near an environmentally sensitive area is given a higher rating than one located further away. AGENDA ITEM #6. o) CHAPTER 6 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 6-3 6.4.1.2 Force Main Vulnerability The vulnerability metric reflects the likelihood of asset failure. Physical or performance failure and technological obsolescence qualify as asset failure; however, t he desktop risk assessment considered physical failure only asset mortality. Factors used to assess the physical vulnerability of the FMs are: • Material type. Cast iron (CI) and ductile iron (DI) pipes generally have a shorter useful life compared to polyvinyl chloride (PVC) and high-density polyethylene (HDPE) FMs, and thus have a higher vulnerability rating. • Age. As the FM ages, its remaining useful life (RUL) decreases and becomes more likely to fail . • History of failure. FMs having a history of frequent failures are more likely to fail again. • Maintenance history. If routine maintenance is required to prevent FM failure, the FM is considered to be in poor condition and is more likely to fail. • Pipe conditions based on closed-circuit television (CCTV) records. • Soil corrosivity based on soil classification from the United States Soil Conservation Map. Electronic conductive soils such as peat, clay, and silt are more corrosive than non-conductive soils such as sand and gravel for CI and DI FMs. • Cathodic protection for CI and DI FMs. • Potential of third-party damage from nearby construction or utility failures. No CCTV or cathodic protection data was available for the analysis. Accordingly, these factors were excluded from the analysis, but should be included in th e future if available. 6.4.2 Force Main Risk Assessment A criticality and vulnerability level were assigned for each FM based on the available data and input from City staff. Once levels were assigned for all criteria, a weighted average was used to determine th e overall rating. Normalized ratings were determined by allocating the weighted average of criticality and vulnerability into quartiles. The results of the desktop risk assessment are shown in Table 6.2 . 6.4.3 Force Main Recommendations The recommendations of th e system inventory and risk assessment of the City’s sewer FMs were incorporated into the Lift Station and FM Rehabilitation Program, summarized in Table 6.2, including: • It is recommended that the City conduct CCTV inspection of FMs after FM cleanouts are installed as part of the Lift Station and FM Rehabilitation. • It is recommended that the City monitor the condition of the stream banks adjacent to the Devil’s Elbow lift station and evaluate alternatives to armor the banks to protect the lift station and FM. • It is recommended the City continue regular maintenance and its active rehabilitation program for FMs. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 6 6-4 | JULY 2022 | FINAL Table 6.2 Force Main Risk Assessment Summary Lift Station Name Force Main Diameter (inches) Force Main Length Normalized Risk Ranking Baxter 8" 155 lf(1) High Devil's Elbow 6" 506 lf High Lake WA No. 2 6" 192 lf High Falcon Ridge 4" 3,217 lf Moderately-High Kensington Crest 4" 1,350 lf Moderately-High Lake WA(2) Beach 4" 337 lf Moderately-High Lake WA Flush 4" 18 lf Moderately-High Long 4" 783 lf Moderately-High Misty Cove 4" 175 lf Moderately-High Wedgewood 8" 1,019 lf Moderately-High Airport 4" 530 lf Moderately-Low Cottonwood 4" 52 lf Moderately-Low East Valley 8" 120 lf Moderately-Low Stonegate 8" 4,944 lf Moderately-Low Talbot Crest 4" 520 lf Moderately-Low Westview 3" 340 lf Moderately-Low Liberty 8" 900 lf Low Lind Avenue 8" 180 lf Low Pipers Bluff 4" 1,017 lf Low Shy Creek 1'' 226 lf Low Note: (1) lf – linear feet. (2) WA - Washington. 6.5 Lift Station R&R Lift stations criticality and vulnerability are commonly assessed by individual component s, such as pump, wet well, electrical system, etc. Each component may be rehabilitated as it reaches its usable life, rather than replacing the entire pump station. Regular maintenance conducted by the City helps extend the useful life; however, the infrastructure will eventually reach the end of its useful life and require reh abilitation or replacement. 6.5.1 Lift Station Criteria Similar to the FM criteria, a risk assessment was performed for the City's 2 0 lift stations. Vulnerability was established based on the RUL of the lift stations. Initial RUL was determined based on the age of the facility. The initial RUL was then adjusted based on the past condition assessments and the ongoing FM and Lift Station Rehabilitation Program. Lift station criticality was based on the FM criticality. AGENDA ITEM #6. o) CHAPTER 6 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 6-5 6.5.1.1 Lift Station Criticality The same criticality factors that influence FM impacts the lift station associated with it. Therefore, the FM criticality factors were applied to the lift stations, as presented in Table 6.2 . 6.5.1.2 Lift Station Vulnerability The City's lift stations were assessed a vulnerability, or likelihood of failure, score based on RUL. Since several lift stations have been rehabilitated in the past, RUL was calculated for both structural integrity of the lift station and the components within the lift station, which include mechanical and elect rical coatings, roofing, etc. The structural usable life for a lift station was selected as 75 years. The usable life for the components of a lift station was selected as 25 years, which is consistent with the City’s capital improvement program (CIP) planning. 6.5.2 Lift Station Criticality Assessment Lift Station criticality scores mirrored their FMs, as presented previously and detailed in Table 6.3. 6.5.3 Lift Station Vulnerability Assessment Vulnerability scores were calculated based on RUL. RUL was calculated using the construction or renovation date of each lift station for structural and components within the lift station, which are presented in Table 6.3. RUL was adjusted based on prior condition assessments and the FM and Lift Station Rehabilitation Program: • Lake WA No. 2 and Lake WA Flush Stations were assigned a Components RUL of 0 to 5 years based on the findings of the Lake Line Project condition assessment . • Devil’s Elbow and Talbot Components RUL was adjusted upwards to 6 to 10 years based on the FM and Lift Station Rehabilitation Program. • Cottonwood Lift Station was considered to be fully renovated as part of the Rehabilitation Program. The RUL of each lift station was based on component RUL, as it was less than the structural RUL in all cases. The vulnerability levels for Lift Stations were determined from the RUL as follows: • Level 1 (Negligible): RUL greater than 15 years. • Level 2 (Low): RUL between 11 and 15 years. • Level 3 (Moderate): RUL between 6 and 10 years. • Level 4 (Severe): RUL of 5 years and less. The results of the vulnerability scores for each lift station are found in Table 6.3. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 6 Ͳ‐Ͳ | JULY ͮͬͮͮ | FINAL  Table Ͳ.ͯ Lift Station Risk Assessment Summary Lift Station  Name Criticality Score Construction Date Renovation Date Structural RUL (yrs)(Ͱ) Components RUL (yrs) Vulnerability Score Vulnerability Designation Risk Score Baxter ͯp ͮͬͬʹ   ͲͲ ͭͲ ͭ negligible (ͭ,ͯ) Devil's Elbow  ͯ  ͮͬͬͬ     ͱʹ  Ͳ to ͭͬ(ͭ) ͯ moderate (ͯ,ͯ) Lake WA No. ͮ Ͱ ͭ͵ͳͮ ͭ͵͵Ͱ ͯͬ ͬ to ͱ(ͮ) Ͱ severe (Ͱ,Ͱ) Falcon Ridge  ͭ  ͭ͵ʹͭ  ͮͬͭ͵  ͯͳ  ͮͰ  ͭ negligible (ͭ,ͭ) Kensington Crest ͯ ͮͬͬͮ   Ͳͬ ͭͬ ͯ moderate (ͯ,ͯ) Lake WA Beach  ͮ  ͮͬͭͭ     Ͳ͵  ͭ͵  ͭ negligible (ͭ,ͮ) Lake WA Flush Ͱ ͭ͵ͳͮ ͮͬͬͱ ͯͬ ͬ to ͱ(ͮ) Ͱ low (Ͱ,Ͱ) Long ͯ ͮͬͬͲ   ͲͰ ͭͰ ͮ low (ͮ,ͯ) Misty Cove Ͱ ͮͬͭͰ   ͳͮ ͮͮ ͭ negligible (ͭ,Ͱ) Wedgewood ͯ ͮͬͬͲ    ͲͰ  ͭͰ  ͮ low (ͮ,ͯ) Airport Ͱ ͮͬͭͰ   ͳͮ ͮͮ ͭ negligible (ͭ,Ͱ) Cottonwood ͮ ͭ͵͵Ͱ ͮͬͭʹ(ͯ) ͱͯ  ͮͲ  ͭ negligible (ͭ,ͮ) East Valley ͭ ͮͬͬͰ   Ͳͮ ͭͮ ͮ low (ͮ,ͭ) Stonegate ͯ ͮͬͭͮ   ͳͬ  ͮͬ  ͭ negligible (ͭ,ͯ) Talbot Crest ͮ ͮͬͬͬ   ͱʹ Ͳ to ͭͬ(ͭ) ͯ moderate (ͯ,ͮ) Westview  ͭ  ͭ͵͵Ͳ  ͮͬͭͬ  ͱͰ  ͭʹ  ͭ negligible (ͭ,ͭ) Liberty ͮ ͮͬͭͮ   ͳͬ ͮͬ ͭ negligible (ͭ,ͮ) Lind Avenue  ͭ  ͭ͵ͳʹ  ͮͬͭͰ  ͯͲ  ͮͮ  ͭ negligible (ͭ,ͭ) Pipers Bluff ͮ  ?      ͯ moderate (ͯ,ͮ) Shy Creek ͭ ͮͬͬͳ   Ͳͱ  ͭͱ  ͮ low (ͮ,ͭ) Notes:  (ͭ) Devil’s Elbow and Talbot RUL as adjusted upwards to Ͳ to ͭͬ years based on the FM and Lift Station Rehabilitation Program. (ͮ) Lake WA No. ͮ and Lake WA Flush Stations were assigned a RUL of ͬ to ͱ years based on the findings of the Lake Line Project condition assessment. (ͯ) Cottonwood Lift Station was considered to be fully renovated as part of the Rehabilitation Program. (Ͱ) yrs – years.   AGENDA ITEM #6. o) CHAPTER 6 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 6-7 6.5.4 Lift Station Risk Assessment The risk score was calculated applying the same method as the FM risk assessment. A matrix of the normalized risk rankings for the lift stations is shown in Table 6.4 . Two lift stations which are part of the Lake Line were categorized at the highest risk level. Five lift stations were categorized in the moderately-high risk level including Devil’s Elbow, Kensington Crest, Talbot Crest, Long, and Wedgewood. The remaining thirteen lift stations are categorized as low to moderately-low risk level. Table 6.4 Risk Matrix for Lift Stations Normalized Risk Ranking Vulnerability Level 4 (severe) Lake WA No. 2 Lake WA Flush 3 (moderate) Talbot Crest Devil’s Elbow Kensington Crest 2 (low) East Valley Shy Creek Long Wedgewood 1 (negligible) Falcon Lind Avenue Westview Liberty Lake WA Beach Cottonwood Pipers Bluff Baxter Stonegate Airport Misty Cove 1 (negligible) 2 (low) 3 (moderate) 4 (severe) Criticality Level 6.5.5 Risk Based Lift Station Recommendations The City's lift stations are well maintained and it is recommended the City continue regular maintenance and rehabilitation to address aging equipment . The operation of lift stations with moderate and severe critical ity should be monitored closely, as the potential impacts from failures at these stations are relatively higher than other stations. In addition to regular maintenance, the City plans for a full rehabilitation of lift stations every 15 to 20 years to limit vulnerability. 6.5.6 Rehabilitation Improvements The Lift Station and FM Rehabilitation Project paired the 2016 risk findings with a detailed condition assessment to generate comprehensive rehabilitation improvements to address condition issues and enhance operations and maintenance (O&M ). The improvements, shown in Table 6.5, provide enhancements to aid in future O&M of the lift stations and FMs: • FM cleanouts to allow access for inspection and rehabilitation. • Backup power (engine generator [E/G] install), where needed . • Telemetry Improvements, where needed . • Added Flow Meters, where needed. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 6 6-8 | JULY 2022 | FINAL Common rehabilitation items include wet well repair or recoating and structural improvements. The Cottonwood and Baxter lift stations also will receive new pumps. The rehabilitation is anticipated to provide approximately 15 years of useful life in all lift stations. Falcon Ridge was not included in the Rehabilitation Project, so improvements are not included in Table 6.5. The Lake WA No. 2 Lift Station and the Lake WA Flush Station, which serve the Kennydale Lake Line Sewer System (Lake Line), are not included in the Rehabilitation Program . The Lake Line evaluation provided a comprehensive analysis that addressed the City’s short - and long-term issues concerning the system. Kennydale Lake L ine Sewer System Evaluation Technical Memo randum (TM) 1: Phase 1 Existing Conditions (Carollo, 2017) documents the condition assessment of the stations and identified rehabilitation improvements for the lift and flush stations. The City is waiting to implement these improvements until the long-term approach for O&M of the Lake Line is determined in 2020-2021 through the completion of the Kennydale Lake Line Sewer System Improvements Project , which may change the sizing and extent of improvements needed. AGENDA ITEM #6. o) [Ú [Ú [Ú [Ú [Ú [Ú [Ú [Ú [Ú [Ú [Ú [Ú [Ú [Ú [Ú [Ú [Ú [Ú [Ú [Ú Piper's BluffLift Station Shy CreekLift Station Devil's ElbowLift Station Airport LiftStation East ValleyLift Station Talbot CrestLift Station Long LiftStation Kensington CrestLift Station WedgewoodLift Station WestviewLift Station Lind AveLift Station Lake Washington#2 Lift Station CottonwoodLift Station Lake Wash. FlushLift Station Stone GateLift Station Falcon RidgeLift Station MistyCove LiftStation LibertyLiftStation Lake WashingtonBeach LiftStation Baxter Lift Station %&e Aè Aæ AÅ Aç Aè %&e Aí Last Revised: July 15, 2020F:\KRCD DRIVE\Renton\LRRWRP_Figures\Fig_06_01LiftStations.mxd Long-range Wastewater Management Plan | City of Renton O 0 10.5 Miles Legend [Ú Lift Station Renton City Boundary Street Centerlines Highway Freeway Street Centerline CHAPTER 6 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON Figure 6.1 City of Renton Lift Stations AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 6 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON  FINAL | JULY ͮͬͮͮ | Ͳ‐ͭͭ Table Ͳ.ͱ Lift Station and Force Main Rehabilitation Program Group ͭ Pump Replacement Motor Control Replacement Telemetry Improvements Add Flow Meter E/G Install Noise Abatement Slope Stabilization  Wet Well Structural Assess Coatings Wet Well Recoat Temp Wet Well System/Pump FM Cleanouts FM Maintenance Equip. Evaluation FM Reconfiguration FM Replacement MH or Vault Improvements Structural E/G Pad or Vault Control Room Structural Misc. Structural (Telem.) Environmental/Agency Elements No.  Lift Station Name ͭ Cottonwood X X X X X X      X     X    ͮ Devil’s Elbow   X      X  X X X X         ͯ East Valley   X  X   X    X     X  X  Ͱ Misty Cove             X    X     ͱ Piper’s Bluff     X       X     X X   Ͳ Shy Creek      X    X X X X X     X      ͳ Baxter X       X       X     X ʹ Stonegate          X X  X         ͵ Airport and Lind            X         Group ͮ                     ͭͬ Liberty    X X       X X        ͭͭ Wedgewood      X       X         ͭͮ Lake WA Beach   X  X          X  X  X X ͭͯ Talbot Crest   X X X    X X X X    X X      ͭͰ Long   X X X       X     X   X ͭͲ Westview   X X X       X     X      ͭͳ Kensington Crest    X X     X X X     X     AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 6 6-12 | JULY 2022 | FINAL 6.6 Gravity Sewer System R&R A risk-based prioritization of gravity sewer mains was developed in 2016 and documented in CCTV Program Phase 2 project's TM No. 4: Risk Findings, which is provided in Appendix I. This section summarizes the findings that include criticality and vulnerability analysis, the RUL analysis, a risk-based evaluation, and a recommended R&R program for the system's gravity mains. 6.6.1 Gravity Sewer Main Criteria Similar to the City's FM analysis, a risk assessment was performed for the City's gravity mains. Criticality and vulnerability criteria were used to establish the assets risk of failure and are summarized below. 6.6.1.1 Criticality Once the criteria and data sources were found, each pipe segm ent was assigned a score-based criteria rating found in Tables 6.6 and 6.7. The levels varied from negligible criticality or vulnerability (Level 1) to severe (Level 4). The levels are represented numerically as 1 to 4. Weighted factors, as discussed above, were applied to reflect the City’s priorities. As discussed above, criticality represents the consequence of failu re of a particular asset. Table 6.6 shows the criteria, weighting, and description of each level for criticality of gravity sewer mains. These criteria and data sources reflect an iterative refinement process that reflected the City’s typical key decision factors and the perceived accuracy of the data. Criteria were scored on four levels based on analysis of available geographic information system (GIS) information that best represented each criterion. Where the decision factors or available data did not support four levels of scoring, two levels of scoring were typically used. For example, the criticality criterion for environmental impacts receives a level of 3 when within 50 feet (ft) from a critical area and a level of 1 at greater distances. Given the high level of the critical area data, the City was not comfortable in differentiating the criteria further without a site-specific investigation (wetland delineation, geotechnical analysis, etc.). These site-specific analyses are generally conducted as part of the design of the R&R program and could not be reasonably completed City wide. The weighting factor for each criterion in Table 6.6 was discussed with City staff and used to identify certain criteria that would impact the system more than other criteria. For criticality, it was agreed that the loss of critical infrastructure and transportation links should have a weighting factor of 2, while the other criteria were kept at a factor of 1. The scoring of these criteria was adjusted with respect to the weighting factor. A total score was calculated for each criteria for all gravity collection pipes in the system. For example, if a pipe segment was located in an arterial street, its Loss of Critical Infrastructure and Transportation Links criteria was scored as Level 3, or moderate, rating. Multiplying the level of three by a weight of two on Table 6.6 , the final weighed level for that criteria would be 3 x 2 = 6. The same calculation would be made for the remaining criteria and summed for an overall criticality score. The same process was repeated for the vulnerability criteria. 6.6.1.2 Vulnerability The likelihood of failure is known as the asset's vu lnerability. Table 6.7 shows the criteria that were used to determine the vulnerability of each asset. Similar to the criticality criteria in Table 6.6, the criteria, weighting, and description of each level were used as a decision factor to find the vulnerability of the asset. AGENDA ITEM #6. o) CHAPTER 6 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON  FINAL | JULY ͮͬͮͮ | Ͳ‐ͭͯ Table Ͳ.Ͳ Criticality Criteria Criteria Weighting Level ͭ Level ͮ Level ͯ Level Ͱ Cost to Repair Failure ͭ Small Repair Effort by City Crew Pipe Diameter: ≤ ͭͮ" AND Pipe Depth: < ͭͮ ft Large Repair Effort by City Crew Pipe Diameter: > ͭͮ" AND Pipe Depth: < ͭͮ ft Small Repair Effort by Contractor Pipe Diameter: ≤ ͭͮ" AND Pipe Depth: ≥ ͭͮ ft Large Repair Effort by Contractor Pipe Diameter: > ͭͮ" AND Pipe Depth: ≥ ͭͮ ft Loss of Critical Infrastructure and Transportation Links ͮ Negligible No Site of Interest OR Non‐arterials Low No Site of Interest OR Collector Street Moderate  Site of Interest OR Arterial Street Severe  Critical Infrastructure OR Freeways Damage to Property ͭ Negligible Distance to Building Footprint: > ͭͬ ft  Moderate  Distance to Building Footprint: ≤ ͭͬ ft  Environmental Impacts to waterway, wetland, or other Sensitive Area ͭ Negligible Distance from Critical Area: > ͱͬ ft  Moderate  Distance to Critical Area: < ͱͬ ft  Loss of Service to Customers ͭ Negligible Collection Line  Moderate  Trunk Line  Reputational Damage ͭ Negligible Outside Wellfield Capture Zone OR Distance to Critical Water Body  > ͮͬͬ ft Low Within ͱ year Wellfield Capture Zone OR ͮ. Distance to Critical Water Body > ͭͬͬ ft and ≤ ͮͬͬ ft Moderate Within ͭ year Wellfield Capture Zone OR ͮ. Distance to Critical Water Body > ͱͬ ft and ≤ ͭͬͬ ft Severe  Distance to Critical Water Body < ͱͬ ft OR ͮ. Distance from well ≤ ͱͬͬ ft Damage to Local Business and Economy ͭ Negligible Pipeline outside of Overlay District  Moderate  Pipeline within Overlay District  AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 6 6-14 | JULY 2022 | FINAL Table 6.7 Vulnerability Criteria Criteria Weighting Level 1(1) Level 2 Level 3 Level 4 Structural Condition, CCTV Inspection Results 1 Negligible Pipe not yet inspected: material is PVC or DIP(1) Structural NASSCO(2) Score: ≤ 2 Low Pipe not yet inspected: all other materials Structural NASSCO Score: > 2 and ≤ 3 Moderate Structural NASSCO Score: > 3 and ≤ 4 Severe Structural NASSCO Score: > 4 O&M Condition, CCTV Inspection Results 1 Negligible Pipe not yet inspected: material is PVC or DIP O&M NAS SCO Score: ≤ 2 Low Pipe not yet inspected: all other materials O&M NASSCO Score: > 2 and ≤ 3 Moderate O&M NASSCO Score > 3 and ≤ 4 Severe O&M NAS SCO Score: > 4 RUL Estimate 1 Negligible RUL > 20 years Low RUL between 10 and 20 years Moderate RUL between 5 and 10 years Severe Less than 5 years RUL Frequency of Preventative Maintenance 1 Negligible No Cleaning Low Annual OR Biannual Cleaning Moderate Monthly or Quarterly Cleaning Severe Biweekly or Weekly Cleaning Slope of Pipe Segment 1 Negligible Slope > 0.5% Low Slope ≤ 0.5% Moderate Severe Note: (1) DIP – ductile iron pipe. (2) NASSCO – National Association of Sewer Service Companies. AGENDA ITEM #6. o) CHAPTER 6 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 6-15 6.6.2 Gravity Sewer Criticality Assessment Once the criteria and data sources were found, each pipe segment was assigned a score-based criteria rating found in Tables 6.8 and 6.9. The amount of pipe found in each criticality level was calculated and is shown in Table 6.8. Figure 6.2 shows the map of the City's total criticality score results using the guidelines from Table 6.1. To aid in review, a consistent color scheme is applied to the levels and scores in all mapping, with light green showing the Level 1, or negligible pipes, dark green showing the Level 2, or low criticality piping, orange representing the Level 3, or moderately critical piping, and red showing the Level 4, or severe criticality piping. Severe criticality mains make up 12.9 percent of the gravity collection system and are largely located along major roadways or in the Valley. The majority (61.5 percent) of piping in the Valley is either moderate or low criticality. Negligible criticality piping is distributed throughout the system and account s for the remaining 25.7 percent . Table 6.8 Criticality Score Range Criticality Level Length (ft ) Percent of Total 1 (negligible) 333,777 25.7% 2 (low) 352,977 27.1% 3 (moderate) 447,195 34.4% 4 (severe) 167,286 12.9% 6.6.3 Gravity Sewer Vulnerability Assessment Using the criteria in Section 6.4.1.2, the length of pipe allocated to each vulnerability level was calculated and is shown in Table 6.9. Figure 6.3 shows a map of the four vulnerability criteria results. About three quarters of the City’s gravity mains have negligible or low vulnerability, indicating they have substantial RUL and are without O&M issues. RUL is discussed in detail in the following section. Moderate vulnerability pipes are largely in older portions of the system. There are very few, approximately 2 percent, severe vulnerability pipes, which are spread throughout the system. Table 6.9 Vulnerability Score Range Vulnerability Level Lengt h (ft ) Percent of Total 1 (negligible) 638,499 49.1% 2 (low) 384,523 29.6% 3 (moderate) 256,350 19.7% 4 (severe) 21,863 1.7% AGENDA ITEM #6. o) AGENDA ITEM #6. o) MaplewoodSE Petrovitsky Rd Be a c o n W a y S SE 168th StOakesdale Ave SWSW 7th St SW 16th St SR 167SE 192nd StInterurban TrailCeda r R i v e r T r a i l SW SunsetBlvd Monroe Ave NENile Ave NESE 116th St N 6th St Garden Ave NN 4th St RentonA v e S Rainer Ave N132nd Ave SE§¨¦405 §¨¦405 N 40th St N 29th St Edmonds Ave NEDisclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracyis not implied. Data Sources: City of Renton, WA O 0 0.5 10.25 Miles Legend City of Renton Criticality Criteria Rank Street Centerlines Level 1 (Negligible) Level 2 (Low) Level 3 (Moderate) Level 4(Severe) CHAPTER 6 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON Last Revised: August 03, 2017E:\KRC D DRIVE\Renton\Fig_06_04SumCriticality.mxd Criticality Criteria Figure Results 6.2 AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 6 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 6-19 6.6.3.1 Remaining Useful Life Analysis Because the City has a limited amount of CCTV for their gravity mains, the main criteria used for the vulnerability was a RUL estimate, or how many years a pipe with a certain material has before it will most likely fail. Due to the importance of this criteria, detailed information is presented below. Pipe age and material type were used to determine the RUL of the collection system pipelines. GIS data and field research were used to determine the type of material and year or decade that pipe segments were installed. Pipe manufacturers establish a theoretical useful life based on pipe material; however, the actual useful life is commonly lower due to soil conditions, aggressive wastewater materials, roots, installation errors, etc. The original useful life varies from 60 years for concrete pipe (CP) to 100 years for vitrified clay pipe (VCP). Since the age and material data for some of the pipelines were unavailable, it is assumed that the original useful life for all unknown pipelines is 50 years. Table 6.10 presents the estimated useful life of pipes of various materials. Table 6.10 Useful Life of Pipes Pipe Material Original Useful Life (Years) Corrugated Aluminized Steel (CAS) 60 Concrete Pipe (CP) 75 Ductile Iron Pipe (DIP) 75 Polyethylene 90 Pre-stressed Concrete Pipe (PSC) 85 Polyvinyl Chloride Pipe (PVC) 100 Vitrified Clay Pipe (VCP) 100 Lined Pipe (LN) 75 Unknown Material (XXX) 50 Table 6.11 summarizes the City's gravity sewer system by material type into short, medium, and long-term replacement. The cells are color-coded to show the three categories of RUL; red indicates pipe that is expected to reach the end of their useful life in the next 10 years or has reached its useful life, light orange represents pipe with a RUL of between 10 and 20 years, and green represents pipe that has a RUL of over 20 years. In total, approximately nine percent of the existing collection pipes with known installation year are expected to reach the end of their useful lives by the year 2026. AGENDA ITEM #6. o) AGENDA ITEM #6. o) MaplewoodSE Petrovitsky Rd Be a c o n W a y S SE 168th StOakesdale Ave SWSW 7th St SW 16th St SR 167SE 192nd StInterurban TrailCeda r R i v e r T r a i l SW SunsetBlvd Monroe Ave NENile Ave NESE 116th St N 6th St Garden Ave NN 4th St RentonA v e S Rainer Ave N132nd Ave SE§¨¦405 §¨¦405 N 40th St N 29th St Edmonds Ave NEDisclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracyis not implied. Data Sources: City of Renton, WA O 0 0.5 10.25 Miles Level 1 (Negligible) Level 2 (Low) Level 3 (Moderate) Level 4(Severe) Legend City of Renton Street Centerlines Last Revised: September 20, 2017E:\KRC D DRIVE\Renton\Fig_06_05SumVulnerability.mxd CHAPTER 6 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON Figure 6.3 Vulnerability Criteria Results AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 6 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 6-23 Table 6.11 Remaining Useful Life Feet of Pipeline (1) Material >20 Years <=20 Years and >10 Years <=10 Years Grand Total CAS 604 830 1,395 2,829 CP 265,992 49,683 55,824 371,499 DIP 58,591 0 186 58,777 Polyethylene 6,573 0 0 6,573 PSC 147 0 0 147 PVC 707,458 0 3,958 711,415 VCP 32,731 0 5,865 38,596 LN 16,653 265 0 16,918 XXX 7,716 36,485 50,236 94,438 Grand Total 1,096,464 87,263 117,465 1,301,192 Note: (1) Feet of pipeline is specific to year installed per the City and not by decade. Pipelines were assigned to one of four levels shown in Table 6.8 and Table 6.9 . After discussing the breakdown of the three replacement ranges with the City, it was agreed that the assets with a RUL of less than, or equal to, 10 years could be split into two categories: between 5 and 10 years would be considered a "moderate" level, and assets that have less than 5 years of RUL would be labeled as "severe." The resulting RUL levels were: • Level 1 (Negligible) greater than 20 years. • Level 2 (Low) RUL between 11 years and 20 years. • Level 3 (Moderate) RUL between 6 years and 10 years. • Level 4 (Severe) RUL less than 5 years. Table 6.12 shows the linear footage breakdown of these levels. Further detail on the RUL source data can be found in CCTV Phase 2 Project’s TM 3 - Pipe Risk Approach and Procedures and RUL scores can be found in TM 4 - Risk Findings (Carollo 2017). Figure 6.4 shows the map results of the RUL analysis, with the four levels color-coded similar to the previous figures. Please note that the Sunset Lane project was completed in 2019 and replaced and revised the layout of the pipe system around the new park, which is not reflected in the figure. Table 6.12 Remaining Useful Life by Length RUL Level Length (ft ) Percent 1 (negligible) 1,102,619 84.7% 2 (low) 86,030 6.6% 3 (moderate) 3,707 0.3% 4 (severe) 108,877 8.4% AGENDA ITEM #6. o) AGENDA ITEM #6. o) MaplewoodSE Petrovitsky Rd Be a c o n W a y S SE 168th StOakesdale Ave SWSW 7th St SW 16th St SR 167SE 192nd StInterurban TrailCeda r R i v e r T r a i l SW SunsetBlvd Monroe Ave NENile Ave NESE 116th St N 6th St Garden Ave NN 4th St RentonA v e S Rainer Ave N132nd Ave SE§¨¦405 §¨¦405 N 40th St N 29th St Edmonds Ave NEDisclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracyis not implied. Data Sources: City of Renton, WA O 0 0.5 10.25 Miles Legend City of Renton Street Centerlines Level 1 (Negligible) Level 2 (Low) Level 3 (Moderate) Level 4(Severe) Last Revised: August 03, 2017E:\KRC D DRIVE\Renton\Fig_06_03RUL.mxd CHAPTER 6 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON Figure 6. 4 Remaining Useful Life of System AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 6 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 6-27 6.6.4 Gravity Sewer Mains Risk Assessment A risk-based prioritization was developed for their R&R projects. As discussed above, risk is calculated as the product of criticality and vulnerability. A risk ranking was developed for all gravity collection pipelines in the system during the study. This assessment is at a conceptual planning level and does not include survey, site inspections, or other detailed investigations. Pipeline risk was determined by combining the vulnerability and criticality scores for each pipe segment. Those two scores were then combined into 16 different "criticality, vulnerability" combinations (for example: 1, 2; 2,3; or 4,4). Each combination was categorized with a risk ranking of low, moderately-low, m oderately-high, and high, as shown in Table 6.1. Table 6.13 shows how the linear feet of pipe was categorized into the 16 combinations using the normalized risk rankings. Figure 6.5 shows the final result of the normalized risk ranking for the City's piping system. Table 6.13 Risk Matrix for Length of Gravity Mains (feet) Normalized Risk Ranking Vulnerability Level 4 (severe) 1,805 7,061 10,061 2,935 3 (moderate) 44,840 63,075 103,884 44,551 2 (low) 76,510 100,541 148,925 58,546 1 (negligible) 210,622 180,371 186,199 61,306 1 (negligible) 2 (low) 3 (moderate) 4 (severe) Criticality Level Table 6.14 uses the results from Table 6.13 and shows the total lengths for the four colored risk ratings. Table 6.14 Pipe Length Totals Based on Risk Rating Color Total Length (ft) % of Total Length Low 467,504 36% Moderately-Low 394,691 30% Moderately-High 381,491 29% High 57,548 4% The following gravity main R&R is recommended based on the risk assessment : • To confirm the condition of individual pipe’s RUL, the City should continue to conduct ongoing monitoring through CCTV inspections and tracking of point repairs and other maintenance issues. For the most critical or vulnerable pipelines, more advanced condition assessment may be warranted. • Approximately 57,500 lf of gravity mains are considered high risk and should be rehabilitated in the short- and medium-term planning horizon (10 year period). Individual capital projects will likely be warranted for long segments and large diameter AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 6 6-28 | JULY 2022 | FINAL mains, while rehabilitation of smaller mains may be accomplished through annual R&R program funding. • Approximately 381,500 LF of gravity sewers are considered moderately-high risk and should be monitored in the short-term and medium-term planning horizon (10 year period). Pipe segments in poor condition should be repaired, rehabilitated, or replaced through an annual R&R program . • Remaining pipelines should be monitored in the medium-term planning horizon. Pipe segments in poor condition should be repaired, rehabilitated, or replaced through an annual R&R program . 6.7 Recommended R&R Program The recom mended improvements for the replacement and rehabilitation program are summarized below: 6.7.1 Force Mains • It is recommended that the City conduct a CCTV inspection of FMs after FM cleanouts are installed as part of the Lift Station and FM Rehabilitation. • It is recommended that the City monitor the condition of the stream banks adjacent to the Devil’s Elbow lift station and evaluate alternatives to armor the banks to protect the lift station and FM. • It is recommended the City continue regular maintenance and its active rehabilitation program for FMs. 6.7.2 Lift Stations • The operation of lift stations with moderate and serve criticality should be monitored closely and maintenance activities conducted promptly. • The Lake WA No. 2 Lift Station and Lake WA Flush Station, which both serve the Lake Line Sewer System, have a severe risk and should be addressed in the short -term . • It is recommended that comprehensive R&R of Lift Stations and FMs be performed during the long-term planning horizon. 6.7.3 Gravity Sewer System • To confirm the condition of individual pipe’s RUL, the City should continue to conduct ongoing monitoring through CCTV inspections and tracking of point repairs and other maintenance issues. For the most critical or vulnerable pipelines, more advanced condition assessment may be warranted. • Approximately 57,500 lf of gravity mains are considered high risk and should be rehabilitated in the short- and medium-term planning horizon (10 year period). • Approximately 381,500 lf of gravity mains are considered moderately-high risk and should be monitored in the short-term and medium-term planning horizon (10 year period). Pipe segments in poor condition should be repaired, rehabilitated, or replaced through an annual R&R program . • Remaining pipelines should be monitored in the medium-term planning horizon. Pipe segments in poor condition should be repaired , rehabilitated, replaced through an annual R&R program . AGENDA ITEM #6. o) MaplewoodSE Petrovitsky Rd Be a c o n W a y S SE 168th StOakesdale Ave SWSW 7th St SW 16th St SR 167SE 192nd StInterurban TrailCeda r R i v e r T r a i l SW SunsetBlvd Monroe Ave NENile Ave NESE 116th St N 6th St Garden Ave NN 4th St RentonA v e S Rainer Ave N132nd Ave SE§¨¦405 §¨¦405 N 40th St N 29th St Edmonds Ave NEDisclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracyis not implied. Data Sources: City of Renton, WA O 0 0.5 10.25 Miles Legend City of Renton Critcality x Vulnerability Risk 1,1 1,2 1,3 1,4 2,1 2,2 2,3 2,4 3,1 3,2 3,3 3,4 4,1 4,2 4,3 4,4 Street Centerlines CHAPTER 6 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON Last Revised: August 03, 2017E:\KRC D DRIVE\Renton\Fig_06_06CriticalityXVulnerability.mxd Map of Criticality x Vulnerability Figure 6.5 AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 7 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 7-1 Chapter 7 OPERATIONS AND MAINTENANCE 7.1 Introduction This operation and maintenance (O&M) chapter summarizes the City of Renton’s (City) Wastewater Operations Master Plan (OMP), which was developed in 2012 as a living document. The OMP provides specific guidance on how to manage, maintain, and operate the system assets with greater stewardship and effectiveness. This O&M chapter has been supplemented and reorganized from the 2010 Long -Range Wastewater Management Plan (LRWWMP) for consistency with the OMP. 7.2 Operations and Maintenance Programs The O&M programs presen ted in this chapter are consistent with the "Wastewater Collection Systems Management, Sixth Edition" by Water Environment Federation (WEF) Manual of Practice No. 7 and “Core Attributes of Effectively Managed Wastewater Collection Systems,” June 2010 (Appendix A), developed by the American Publi c Works Association (APWA), American Society of Civil Engineers (ASCE), National Association of Clean Water Agencies (NACWA), and WEF. These sources provided a foundation of good engineering practices for O&M of sanitary sewer collection systems; providing guidance and direction. Through development and implementation of a management program encompassing these practices, the City can provide efficient and effective collection system O&M while protecting public health and the environment. Where current City programs and practices are lacking, enhancements have been recommended. In most cases, these program deficiencies were identified in the OMP and are actively being developed by the City. Based on the City's system and needs, O&M activities are divided into the following programs and practices: 1. System Inven tory and Information Management. 2. Collection System Maintenance. 3. Lift Station Operations and maintenance. 4. Predictive Repair and Replacement (R&R) Program . 5. Overflo w Emergency Response. 6. Fats, oil, and grease (FOG) Source Control. 7. System Infrastructure Capacity. 8. Design and Construction. 9. Legal Authority. 10. Safety, Training, and Certification. 11. Interagency Coordination. 12. Administration and Facility Maintenance. 13. Financial Program . AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 7 7-2 | JULY 2022| FINAL The categories were formulated to be integrated within the organizational structure of the City Public Works, which is presented in this chapter. Using this framework, a workforce estimate has been developed to evaluate the staffing levels needed to perform the City's O&M functions at a high level. 7.3 Organization The City's O&M tasks are supported by the City's organization. The sewer utility operates under the direction of the Public Works Administrator, as shown in Figure 7.1. Wastewater services are provided under two divisions: Utility Systems and Maintenance Services. The Utility Systems Director and the Maintenance Services Director both report to the Public Works Administrator. The Surface/Waste Water Special Operations Services Manag er reports to the Wastewater Manager who in turn reports to the Maintenance Services Director. The Wastewater Utility Engineering Manager reports to the Utility Systems Director. The Surface/Waste Water Special Operations Services Manager and Wastewater Manager evenly divide their duties, overseeing the O&M of the sanitary sewer and storm water systems. 7.3.1 Wastewater Maintenance Services The Wastewater Maintenance staff focuses on preventative maintenance and troubleshooting of the collection system. Maintenance staff works to prioritize and monitor issues to keep the system operating in optimal conditions. Maintenance work may involve electronic, mechanical, and other types of improvements to existing systems. Currently, t here are two Lift St ation technicians and eight Maintenance Services workers responsible for the continued operation of the sanitary sewer system. 7.3.2 Wastewater Utility Services The Wastewater Utility staff is responsible for the design and management of capital improvement program (CIP) projects, coordination of developer extensions of the sewer system, and long-range planning for the Utility. The Wastewater Utility Engineering Manager oversees the Wastewater Utility staff. Currently, t he Wastewater Utility staff consists of t hree engineering project managers, one grease/industrial waste specialist , and a geographic information system (GIS) specialist. 7.3.3 Communication Efficient and economical functioning of a team requires adequate provision for regular, effective communication am ong its members. The normal channels of communication available to maintain effective coordination are: 1. Vehicular two-way radios. 2. Cellular Telephones. 3. Daily work assignment meetings.. 4. Electronic records and GIS system inventory 5. Documentation in the Computerized Maintenance Management System (CMMS), supplemented through more detailed work logs and inspection reports. 6. Emergency phone numbers for "on -call" employees. 7. Direct, City-owned telephone connection to City Hall. 8. Weekly staff meetings. AGENDA ITEM #6. o) CHAPTER 7 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 7-3 As the complexity of the system increases and the service area expands, the need for trained, efficient staff to keep pace with public demand and advances in technology will become imperative. New employees need orientation and basic training; while more experien ced employees can improve by continued training. 7.3.4 Divisional Coordination The Wastewater Utility utilizes the services of other City departments, according to inter-departmental agreements, to augment the Wastewater Utility’s expertise. The Finance and Information Services Department is responsible for customer billing, payment collection, project cost reporting, fund activity reporting, and basic computer needs. The Human Resource and Risk Management Departments are responsible for employee records, union labor negotiations, salary schedules, and risk management evaluation. Within the Public Works Department, the Wastewater Utility utilizes the services of the Technical Services Section. Technical Services provides support to Wastewater through Mapping and Property Services. This includes computer-aided design (CAD ) mapping, development of the City’s GIS, surveys, and property management. Within the Department of Community and Economic Development, the Wastewater Utility utilizes the services of the Developm ent Services Division. Development Services provides plan review, permit issuance, and inspection for developer extensions. They also provide inspection service for the Utility’s Capital Improvement Projects. 7.4 Wastewater Operations Master Plan The OMP is su mmarized in this LRWWMP. There are two primary purposes of the OMP; 1) to document current procedures and programs into an O&M manual, review existing programs for effectiveness and compliance with potential future regulatory requirements; and 2) analyze and recommend program improvements in accordance with the City’s long -term goals and objectives, and assist with the development of an improvement implementation strategy. The master copy of this document is maintained by the Wastewater Utility Engineering Manager to be a living document . The Wastewater Utility Manager solicits updates, comments, and recommendations from wastewater operations team members, which after review by the wastewater operations management team are subsequently incorporated into the master document. 7.5 Systems Inventory and Information Management In recent years the City has made substantial investment in improving its system inventory and information management. 7.5.1 Information Management System Providing time for keeping and maintaining accurate records should be an integral consideration in determining the time to be allotted to any departmental task. Adequate records are an essential tool in utility management and operation, providing the supporting data for operations assessment and long-term planning, while saving time and reducing difficulty when trouble arises. The sewer utility has need for several types of records: facility operation, personnel, customer contact, inventory, and facility maintenance and repair. These and other appropriate AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 7 7-4 | JULY 2022| FINAL documents should be legible, concise, permanent, accurate and accessible. Their importance to the efficient functioning of the utility is critical. There are many different information systems that are currently used in the management, and O&M of the City’s wastewater system. These information systems and recommended improvements, as stated in the OMP, are shown in Table 7.1. Most of these information systems are managed outside of the City’s Utility Systems Department and contain data for ot her non-wastewater related functions and groups. Information management is a key component of operating an effective and efficient wastewater system. The City continues to work toward the vision of a seamless, integrated, information management system. The benefits of developing this seamless, integrated, information management vision are as follows: • Improved budgeting, planning, and decision making for capital planning. • More efficient use of O&M staff. • Extended useful service life of assets. • Reduced risk o f asset failures including overflows, breaks, and permit violations. • Better projections of asset lives and rehabilitation or replacement costs. • Enhanced customer service through reduced emergencies and improved response times. Since the 2010 LRWWMP, the City has integrated many information systems that have increased the efficiency of wastewater business processes. These changes to information systems are introduced gradually to allow City staff to learn and implement the benefits of the upgrades. Further u pgrades, especially in terms of automated scheduling, are anticipated in the future as need arises. GIS serves as a key user interface across multiple information systems and is used on a daily basis. Since the 2010 LRWWMP, the wastewater utility has hired a full time GIS specialist to assist with use of the information systems. Table 7.1 Existing and Recommended Information System Improvements Information System Existing Software Vendor Description Recommended Improvement CMMS Cityworks GIS based Computerized maintenance management system of sewer pipeline assets, sewer manhole assets, sewer lift station assets. Allows tracking of service requests, work orders, preventive maintenance, and work order costs. Operators use Cityworks to track their time. GIS ESRI ArcGIS Contains spatial data on sewer pipeline assets, sewer manhole assets, sewer lift station assets, lateral stubs, parcels, addresses, FOG locations, zoning, and ROW(7) easements. AGENDA ITEM #6. o) CHAPTER 7 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 7-5 Information System Existing Software Vendor Description Recommended Improvement CCTV(1) CUES Granite Net Contains tabular and graphical data on sewer assets, inspections, condition, defects, and inspection photos and videos. The City is currently planning to upgrade to the latest version of CUES Granite Net with additional modules for GIS integration and NASSCO(5) PACP(6) standards. Hydraulic Model DHI(2) MikeUrban Contains tabular and spatial data on sewer pipeline assets, sewer manhole assets, sewer lift stations, modeled flows, pipeline capacities, contributing areas, and Infiltration and Inflow parameters. SCADA(9) Wonderware Contains real-time and historical tabular data on influent/effluent flows, pump run times, pump start times, and rain gauges. Integrate with Water Utility. FOG XC2 Contains tabular data on cross connection and FOG locations, permits, and inspections. Integrate with GIS. Utility Billing / Customer Information System SpringBrook Contains tabular data on customers, wastewater billing history, and consumption records. Permits Management EnerGov Contains tabular data on permits, planning, business licenses, code compliance, side sewer connections, and permit inspections. Financial Information System Tyler Technologies Eden The City’s financial and accounting system of record that contains all financial data including budgets, revenues, capital and operating expenses, and fixed assets. SDC(10)/SAD (8) Database Contains tabular data on system development charges and special assessment district charges. KC(4) Assessors Database Microsoft SQL Database Database that contains tabular data on parcels, tax history, and property legal descriptions. Outside Data Sources Data Various outside data sources that including the KC flow monitoring and rainfall data, KC IMAP system, SeaTac Airport rainfall data, and Renton Airport rain gauge data. LaserFiche None This system is currently being implemented by the City and will contai n scanned, electronic documents including record drawings, as-built drawings, and other relevant documents. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 7 7-6 | JULY 2022| FINAL Information System Existing Software Vendor Description Recommended Improvement ECM None This system is proposed to provide a centralized web site for capturing and linking to various data on projects, policies and procedures, drawings, and other electronic content. The existing hardcopy O&M policies and procedures could be scanned and populated into the ECM (3) for improved accessibility, ease of use, and linking to other information systems. Implement with Microsoft SharePoint. Renton Results None This system is the City’s reporting tool for outcome management and financial performance measures. This system could be expanded to include many of the same functions as ECM above. Implement with Microsoft SharePoint. Note: (1) CCTV - closed-circuit television. (2) DHI - Danish Hydraulic Institute. (3) ECM - Enterprise Change Management. (4) KC – King County . (5) NASSCO - National Association of Sewer Service Companies. (6) PACP - Pipe Assessment Certification Program. (7) ROW - right-of-way. (8) SAD - Special Assessment District. (9) SCADA – supervisory control and data acquisition. (10) SDC - Standard Development Charge. 7.5.2 Business Process In addition to recommended information systems, the OMP documents business processes and recommended improvements. Business processes reflect the ability to conduct O&M tasks by streamlining and enhancing how the tasks are currently completed. A review of business processes is recommended as part of the upcoming OMP update to incorporate the changes to information systems discussed in the previous section. 7.6 Collection System Maintenance The City maintains more than 191 miles of gravity sewer throughout the system. The Wastewater Maintenance Services Crew’s primary goal is to maintain sewer pipelines to minimize damage to property due to wastewater overflows. The collection system maintenance program includes both preventive and corrective maintenance. The preventative maintenance program includes: lift station inspection and maintenance, manhole inspection and maintenance, CCTV inspection, root cutting, grease removal, and hydraulic line cleaning. Corrective maintenance is that which improves the performance of existing equipment, facilities and infrastructure. The corrective maintenance program is mainly composed of repairing sewers and clearing plugs. Additionally, easement maintenance and minor road work is periodically required to access the collection system. The following section briefly describes each O&M program. CCTV has undergone substantial changes since the last LRWWMP; therefore, it is presented in more detail below in Section 7.6.3. Additionally, side sewer maintenance is a major problem AGENDA ITEM #6. o) CHAPTER 7 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 7-7 within a sanitary sewer system. It is the City’s policy that individual property owners are responsible for maintaining their side sewers. If a problem occurs, it is the property owner’s responsibility to contact a private plumber to investigate and correct the problem. Therefore, no discussion of side sewers is provided below. 7.6.1 Maintenance Priorities Wastewater Maintenance Services has developed a program to maintain the existing system. First level of priority is the inspection and maintenance of the portions of the system that are known to have problems if not handled on a weekly, monthly, quarterly, or annual basis. This includes the inspection and maintenance of lift stations, areas of known root problems, and areas of known grease problems. The second level of priority is the routine inspection and maintenance that is required to identify any additional high priority maintenance issues and to identify potentially unexpected conditions that may cause problems for the customers. The second level of priority includes CCTV inspection of the system and hydraulic line cleaning. It is typically recommended by insurers involved with utility system management that, in order to minimize claims against the utility, the entire system should be inspected approximately every five years. Since line cleaning is performed prior to CCTV inspec tion, this means the system is cleaned on the same cycle as CCTV inspection. 7.6.2 Manhole Inspection and Maintenance The City has identified problem areas in the collection system. The City’s personnel inspect the sanitary sewer manholes in those areas on a weekly, monthly, or quarterly basis - determined by historical maintenance needs in the area - for the following situations: 1. A visual guarantee of proper sewage conveyance. 2. Assessment of the state of solids buildup in manhole wet wells. 3. Verification of the condition of the manhole lid/cover and support rings for wear and stability. 4. Visual affirmation of condition of sewer channels and ladder rings. Corrective actions are taken to address any issues that are found during the inspections. The City inspects the remaining manholes/pipes in conjunction with the video inspection program. O&M staff perform the same inspections and any required maint enance on those manholes at that time. The City uses a line service truck for inspection and repair of manholes and lines. It carries parts used in sewer line repair and repairs to manholes are made as needed. 7.6.3 CCTV Inspection Routine video inspection of the sanitary sewer system is an essential part of the maintenance responsibilities. The City uses the NASSCO PACP methodology to assess pipes during CCTV Inspection. Structural correction and obstructions are the primary cause of line failure in sanitary sewer pipes. Operational deficiencies, such as FOG build up, are also noted. Routine inspections of the lines are crucial to be aware of potential trouble spots. Sewage spill claims have proven to be a very costly type of litigation for municipalities to deal with and routing video inspection of the sewer system is the first line of defense. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 7 7-8 | JULY 2022| FINAL The City has recently implemented a new CCTV inspection program that includes purchase and installation of the latest version of CUES Granite Net CCTV software, purchase of new CCTV trucks and cameras, and the development of a risk-based condition assessment program. 7.6.3.1 CCTV Inspection Equipment Since the 2012 OMP, t he City has invested in a CCTV truck, camera equipment, updates to the CUES Granite Net, and information technology (IT) to support the new equipment and software. The City purchased a customized CCTV inspection truck that includes the following major equipment: hybrid freightliner step van with inverter, safe entry/exit bumper, transporter/camera lockable storag e compartment, TV step van exterior lighting & viewing room, roof top air conditioner with heat strip, file cabinet under viewing room desktop, wall mounted storage cabinet mounted above desktop, and bench seat in viewing room. The inspection truck included a new solid state color sewer TV camera with pan, rotate, and zoom head. Additionally, the truck is equipped with a self-propelled lateral inspection / evaluation system. 7.6.3.2 CCTV Software The CUES Granite Net program contains tabular and graphical data on sewer assets, inspections, conditions, defects and inspection photos and videos. The City’s IT and software allow the sewer condition data, with associated photos and videos, to be collected via the Granite Net CCTV process and automatically transferred and/or linked to ArcGIS for spatial analysis and reporting. New and updated sewer pipeline and manhole asset data from ArcGIS is also automatically transferred to Granite Net, along with the latest GIS spatial data, in order to provide the latest information to the CCTV operations staff. The updated software also interfaces with modules for a variety of different users and specialized functions. 7.6.3.3 NASSCO Rating and Scoring The City uses the NASSCO system of rating the collection system to maintain consistent and reliable data on condition. This includes standards of the PACP standard compatible mainline information (Main Assets, Main Inspections and Main Observations). CCTV operators are trained and well versed in NASSCO system coding. The City uses its own inspection methodology for manholes and laterals that is focused on identifying assets for rehabilitation. 7.6.3.4 CCTV Driven Improvements City operators make point repairs to critical pipe defects identified through the CCTV Inspection. Repairs are made following the CCTV Inspection; depending on availability of necessary operators, equipment, and customer notifications. The City pursues preventative maintenance through its annual Pipe Replacement and Rehabilitation program. The Program bids out a large replace or rehabilitate aging pipes project each year to address aging infrastructure, typically in the same general area (rather than spread out over the entire system). To assist with identifying areas, the City has developed a decision support tool to help determine areas of pipes and structures to rehabilitate or replace based on historical CCTV Inspection scoring. AGENDA ITEM #6. o) CHAPTER 7 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 7-9 7.6.4 Root Cutting Routine sewer facility inspection commonly identifies root intrusion within both private and public sewer mains. If the problem is within the City ROW, the City will correct the problem and remove the root. A hydraulic root cutter is used to routinely remove roots that accumulate within sewer lines creating flow restrictions and blockages. Numerous lines throughout the City have been examined and discovered to have had a history of problems created by roots. These particular lines require root removal more frequently to ensure there is no interruption of flow. 7.6.5 Grease Removal Grease problems are typically associated with major food processing operations, the majority of which involves restaurants where grease is released into the conveyance system. Many of the older restaurants within the City do not have grease removal systems while newer restaurants have been and will continue to be required to install grease removal systems. Despite the implementation of grease removal systems, many are not properly maintained. Grease buildup problems occur most often in the side sewers; however, som e grease buildup problems also occur in the sanitary sewer collection system. When problems do occur, the City maintenance crews are usually called out to investigate. A proper monitoring program reduces maintenance time involved in removing grease buildup. The City has achieved moderate success in noting problems and identifying the sources. The Wastewater Utility has also worked with new construction and implemented tenant improvements to ensure that these users are installing proper grease removal system s and/or bio-agent facilities. The City has a grease removal program for standard food-services establishments and multi-family housing to improve grease collection at these locations. 7.6.6 Hydraulic Line Cleaning Jetting a sanitary sewer pipe is the principal means of cleaning the line portion of the sewer of sludge, debris, or obstruction. Hydraulic Line Cleaning is a common means of addressing acute and preventative maintenance concerns, as well as performed prior to CCTV Inspection. The sewer lines are clean ed with a vacuum -high velocity cleaning/jetting truck which performs two primary functions: vacuuming and jetting. A hose with a special end fitting is inserted into a pipe and high-pressure water (up to 2,500 pounds per square inch) is sent through the hose. The high-pressure water exits the small hole at the tip of the cone fitting, breaking down the sludge and obstructions. The hose is propelled down the length of the pipe via the numerous other holes found in the end fitting. The hose is inserted throug h a manhole into the pipe and the line is jetted to the next manhole. The hose is then retracted via a motor driven reel system back to the entry manhole. All of the sludge/debris is scoured toward the entry manhole because the spraying water forces it in that direction and is vacuumed out as required. There are a number of lines in the City that have inconsistent grades, creating septic conditions within the lines. A part of the maintenance program is to use the Vac-Con to flush water through these particu lar lines periodically to prevent those conditions from occurring until the inverted slope can be reconfigured. The Vac -Con is the primary equipment used for emergency blockages in the lines and is used to assist TV inspection. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 7 7-10 | JULY 2022| FINAL 7.6.7 Repair Sewers and Clear Plu gs When problems with the sewers are identified through the preventative maintenance program described above, repairs are made to the infrastructure or clogs are removed. The preventative maintenance program is efficient and typically represents only one percent of the maintenance manhour allotment. 7.6.8 Easements and Access Road Maintenance In addition to public roads, the City operates, maintains, repairs and constructs sewer mains, and lines in, over, along, and under roads and easements located within the sewer service area. As the utility performs work within the easements, minor roadwork and improvements are necessary. All work done within the easements is done in accordance to any permits and City and KC standards. Note, the Street and Surface Water Maintenance crews conduct maintenance for the Wastewater Utility along road right of ways and other areas where work efforts overlap. 7.7 Lift Station Operations and Maintenance The City maintains 20 lift stations throughout the system. The pump crew’s primary goal is to maintain stations to minimize damage to property due to wastewater overflows. The Wastewater has two operators dedicated to lift station maintenance that includes daily inspections and regular preventative maintenance. The City maintains an O&M Manual for each lift station. It is recommended the City review and update, as necessary, these manuals and associated Standard Operating Procedures (SOPs) during the next OMP update. 7.7.1 Lift Station Inspection and Maintenance Lift station inspection and maintenance involves weekly, monthly, and annual t asks which align with preventative and corrective maintenance procedures. The following describes the inspection and maintenance program for the sewage lift stations and wet well facilities: 7.7.1.1 Sewage Lift Stations The City has on-call staff 24 -hours per day. They also perform a daily inspection of the telemetry at each station. Every week the City performs an inspection of each lift station. This weekly inspection includes a security check, recording pump motor hours, checking motor noise, temperature, and vibration. The City changes all filters, cleans electrodes, exercises all valves, and runs each emergency generator on a monthly basis. On an annual basis, the City checks the pump bearings and seals, tests the entire electrical system at each station, and performs an infrared test of the system. 7.7.1.2 Wet Well Facilities On a weekly basis, the City checks the security, float settings, and operation of each wet well. The City washes down, checks the interior condition, ladders, hatches, etc. in each wet well . The City performs a pump down of each wet well once a year. They take this time to clean the wet well. The lift station crew uses a vehicle equipped with a crane to lift pumps, equipment, utility compartments for parts, tools, etc. for the lift station maintenance program. AGENDA ITEM #6. o) CHAPTER 7 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 7-11 7.7.2 Telemetry (SCADA) Successful operation of any municipal sewer system requires that t he municipality maintains a comprehensive maintenance program and that they obtain accurate sewage flow rate information. A telemetry and control system is the means by which flow rates are measured and maintenance needs are updated. The SCADA system collects data from the City’s lift stations which is then continually stored on servers at the shops. The SCADA information is only used when someone makes a query which is usually related to lift station evaluation. Data compiled by SCADA includes inflow, outflow, pump run times, and pump starts. The civil engineers have access to the SCADA and control subconsultant (RH2 Engineering), which helps the City maintain the system. The current system occasionally experiences communication failures and ot her issues that cause data errors. The City has planned SCADA systems, in collaboration with the Water Utility, which is anticipated resolve communication failures and provide additional monitoring and analysis features. The master telemetry unit, located at the City Shop, includes an intelligent telephone dialer alarm system, so that critical alarms can be relayed to on -duty maintenance personnel even during a telemetry system failure. 7.8 Predictive Repair and Replacement Program The City is currently expanding its Asset Management Program, which is described in more detail in Chapter 6 – Replacement & Rehabilitation Program. The City's asset management program prioritized asset renewal schedule and costs and is closely tied to O&M activities. 7.9 Emergency Response The City’s Overflow Emergency Response Plan (OERP) provides measures to protect public health and the environment in the event of a sanitary sewer overflow (SSO). Historically, overflows have not been related to lack of capacity of the system. There has been one overflow in the past 10 years. This occurred on August 9 , 2021 at 505 Rainier Ave N between MH0619 and MH0615 and was related to FOG. FOG O&M is described in Section 7.10 below. The City may also develop project specific emergency response plans, as required. In addition to OERP, the Wastewater Utility participates in the City’s Comprehensive Emergency Response Plan and the broader Regional Hazard Mitigation Plan. In the case of these wider emergencies, the Wastewater Utility follows the direction of the Emergency Operation Center or other responsible official. 7.10 FOG Source Control Maintenance issues such as blockages and overflows can be caused or increased by FOG that is discharged into the system. Controlling discharge into the collection system can assist in enhancing and improving the collection system performance. FOG buildup problems occur most often in the side sewers. However, some FOG buildup problems also occur in the sanitary sewer collection system. When problems do occur, the City maintenance crews are usually called out to investigate. A proper monitoring program reduces maintenance time involved in removing grease buildup. Additionally, the City has worked with new construction and tenant improvements to ensure that these users are installing proper grease removal systems and/or bio -agent facilities. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 7 7-12 | JULY 2022| FINAL Property owners may need to inspect or maintain their grease traps on a weekly basis depending on how much FOG enters the drains. The City recommends property owners inspect to clean grease interceptors at least twice a year. Establishments suspected of causing problems to the collection system may be inspected by the City. Depending on how full the grease trap is the City will rate the condition to be good, fair, or poor. Traps in fair condition are advised to monitor the buildup and maintenance schedule and increase frequency as necessary. If the trap is in poor condition, the establishment is issued a compliance order and will need to clean the trap immediately. After cleaning, the est ablishment is required to contact the City within 30 days to verify the grease has been properly cleaned. The OMP identified multiple items for future effort with regard to the FOG program, including identifying regulatory requirements, summarizing the FOG Control Plan and training, identifying performance measures, and conducting a program evaluation. 7.11 System Infrastructure Capacity The City has developed several tools and activities for determining system capacity such as hydraulic models, flow monitoring, and field investigation. The key elements of the program are to identify existing areas of the system with capacity deficiencies and to confirm the available hydraulic capacity for development. The City's hydraulic computer model is the main tool used for this identification. The purpose of this model is 1) to evaluate the existing sanitary sewer system and determine areas of capacity constraint, and 2) to provide a tool for planning future improvements. The analysis of the hydraulic capacity of the system is presented in Chapter 5 – System Analysis and Results. The analysis includes evaluation of the City’s facilities for system capacity to address both system deficiencies and potential development within the City’s sewer service area. The CIP for capac ity projects is developed from the LRWWMP and is maintain ed and updated annually by Wastewater Utility Director. 7.12 Design and Construction Utility Systems lead the City’s program to ensure proper design, construction, and inspection as necessary to enable the collection system projects. Design involves converting the projects identified in the planning process to paper to provide a set of doc uments (plans and specifications) that will be used to construct the facilities. Construction involves building the actual facilities that are planned and designed. Inspection helps resolve issues that arise during construction and confirms that the facilities are constructed as planned and designed. 7.12.1 Design Most designs are completed in house by the Utility Systems Project Managers. Projects may be contracted out if the Utility Systems department is too overloaded, the project involves a lift station, or it involves significant environmental issues. Design projects are selected based on th is Plan and follow the Washington State Department of Ecology (Ecology) Standards, the Orange Book, Washington State Department of Transportation (WSDOT) Standards, and the City’s adopted supplements and amendments. The pump station design standards are not documented, but institutional design standards exist. The City has recently updated its standard details and specifications, which are provided in Appendix J, Standard Details and Specifications. This update, in part, coordinated the standard details between the City’s Development Services and its Utilities. AGENDA ITEM #6. o) CHAPTER 7 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 7-13 All designs involve appropriate City staff, including Construction Inspectors, lift station technicians, Maintenance Services, and Development Services. 7.12.2 Construction The construction contractor is typically determined by competitive bidding; however, other forms of selection such as emergency direct award or sole source are sometimes applied. The project must be constructed as designed using the materials and procedures specified. The City must approve any significant changes, and these changes should be documented. 7.12.3 Inspection Utility Systems does not select the inspectors for construction observation. All inspections are coordinated by the Development Services Department. Utility Systems allows the inspector assigned to the project to dictate the level of involvement that the Utility Systems has during construction. The inspector’s main goal is to ensure that the project is constructed as designed and specified. The inspection for a collection system project verifies that the pipe and appurtenances have been installed correctly for line and grade and with the proper materials. The inspector witnesses tests of installed pipe. Construction administration, including Requests for Information (RFIs) and submittals, is typically lead by Wastewater Utility Engineers. The City requires CCTV of new sewer lines to be completed after construction. Currently this CCTV information is not used to establish a baseline for subsequent inspections. 7.13 Legal Authority The City’s collection system is municipally owned, operated and maintained. It is managed by the City’s Public Works Department. The customer is responsible for the maintenance and condition of the laterals from the point of connection back to the property. The City has the authority to operate, maintain, and administer a wastewater system through ordinances, service agreements, or other legally binding procedures. Additional information on the City's legal authority, policies, and standards can be found in Chapter 3 – Operational Policies and Criteria. 7.14 Safety, Training, and Certification Training opportunities are of such high priority to effective operation of the system th at the City has linked them to its overall personnel evaluation program. Employees are evaluated and promoted through a set of job categories with pay commensurate to the category. It is essential that the promotional program continue to be closely linked with the training program, not only because it promotes efficient operation, but also because mandatory certification of wastewater utility workers is required by the state. The State Department of Health stipulates qualifications and training requirements for obtaining and maintaining certification. 7.15 Interagency Coordination Communication and outreach with customers, constituents, and other stakeholders is critical to effectively manage a wastewater collection system. To be effective, communications must be ongoing, open, timely, and two-way with reciprocal information sharing. Key stakeholders for collection system operators include policymakers, customers, local residents and businesses, regulatory agencies, local health officials, environmental organizations, community and business groups, neighboring agencies and systems, and employees. Effective communications with each AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 7 7-14 | JULY 2022| FINAL of these groups will require different techniques that are tailored to specific interests, perspectives, and each situation. Additional information on interagency communication can be found in Chapter 1 – Introduction and Chapter 3 – Operational Policies and Criteria. 7.16 Financial Program The City’s primary objective is to maintain an adequate revenue stream and implement effective accounting practices to support the effective management of the system. This is accomplished through financial programs such as the biennial budget process with mid-bi correction as needed , the development of the CIP and Rehabilitation and Replacement Program. Additional information on the financial program can be found in Chapter 8 – Capital Improvement Program . The financial program is conducted in cooperation with the Administrative Services Division based on input from Wastewater Utility staff. 7.17 Administrative Duties and Facility/Equipment Maintenance Administrative duties as well as facility and equipment maintenance are crucial components to the success of t he Wastewater Utility. Administrative tasks are broad-sweeping and require multiple skillsets of staff to complete. Additionally, the OMP maintains all new equipment and facilities maintenances procedures. 7.17.1 Administrative Duties The key administrative duty of the City’s O&M staff is to establish routine operation duties and schedules. Routine operations involve the analysis, formulation, and implementation of procedures to ensure that the sanitary sewer facilities are functioning efficiently. The utility's maintenance procedures work well. Repairs are made promptly so customers do not experience unnecessary inconvenience. 7.17.2 Tools and Equipment Sewer O&M staff is equipped primarily with City-owned equipment. The equipment available for daily use includes rolling stock, shop tools and incidental equipment, as well as other portable equipment for field use. City Operators are responsible for cleaning, maintenance, and repair on all non-rolling stock tools equipment. The rolling stock - specialized vehicles, such as Vacuum Trucks and the CCTV Inspection Truck, and trucks/vehicles - repaired and maintained by the Fleet Maintenance Section. For Fleet Maintenance, t he Wastewater Utility works with Fleet Services for procurement of parts and to maintain a standard of service for each vehicle. IT has become an important tool for O&M , including GIS based CMMS and asset inventory. As previously described, the IT department maintains all information technology with assistance from Wastewater Utility Staff (as necessary), including specialized software, database servers, etc. 7.18 Work Force Estimates The wastewater utility is staffed by both Maintenance Services and Utility Systems teams. The primary roles of each team, summary of programs, and estimated staffing levels have been summarized in preceding sections. AGENDA ITEM #6. o) CHAPTER 7 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 7-15 7.18.1 Future Resource Recommendations The LRWWMP evaluations have identified recommended projects and programs that will require additional future resources. Resources that are responsible for the City’s wastewater operations are currently divided across multiple department and divisions. These resources include the following positions and area of responsibilities: • Information and IT Support - Wastewater operations-related support functions that are currently provided include approximately 0.1 full-time equivalent (FTE). • Electronic Document Management System (EDMS)/ECM Support - It is recommended the City provide 0.25 FTE of resources to support increased use of LaserFiche EDMS and future ECM efforts (SharePoint). • Hydraulic Model Support - It is recommended the City provide 0.25 FTE of resources to support improved integration of the MikeUrban hydraulic model with GIS and SCADA. • Outside Support- Outside consultants and contractors currently provide support for the MikeUrban hydraulic model and Wonderware SCADA system. These resources are required on an interim basis when there are major upgrades to infrastructure, such as lift stations, that require changes to SCADA, and when master plan updates are completed that include changes to the hydraulic model. 7.18.2 Emergency Operations Emergency operations are the unplanned and unscheduled tasks needed to keep the system in operation. The primary objectives of these procedures are to ensure public safety, restore essential services as quickly as possible, and to provide assistance to other areas as required. This would include responding to sewer blockages, pipes broken by construction, and damage to the system by acts of nature. All of the O&M staff are also available to aid any of the other sections with additional manpower or equipment. The Wastewater O&M staff has the responsibility to keep the system operating when there are power or mechanical failures at lift stations. The City’s telemetry system allows for 24-hour remote monitoring and access to the system by the crew. With this access, they can be alerted to a problem and correct it rem otely, determine that it can wait until the next shift, or mobilize the necessary manpower and equipment. The City follows all Ecology guidelines for emergency notification procedures. The City’s emergency response plan is focused on SSO notifications and is summarized in Section 7.9 above. 7.18.3 Maintenance Services Staffing Currently, t here are eight FTE, including supervisory personnel and maintenance workers, who operate and maintain the wastewater system. The tasks that are performed by wastewater utility staff include inspection, testing, installation and repair of system facilities and preventive maintenance, corrective maintenance, record keeping, administrative tasks, training, and response to emergencies. The estimated FTE hours of work required to adeq uately maintain the sanitary sewer system are shown in Table 7.2. For maintenance activities, the annual FTE hours total seven. The FTE hours of work required for operational tasks for the sanitary sewer system are shown in Table 7.3. For operational tasks, the annual FTE hours total two. For adequate maintenance of the sanitary sewer system, the City would need a total of approximately 17,081 hours (the sum of O&M tasks) AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 7 7-16 | JULY 2022| FINAL worked per year. The City spends approximately 14,350 hours per year on O&M. This is approximately 2,731 hours short of the hours estimated for O&M of the sanitary sewer system. The size of the maintenance crew should be increased to carry the full workload of the Utility without neglecting preventive maintenance, emergency preparedness, record keeping, or safety precautions. Further staff increases should be tied to the actual growth of the sewer system. An expansion of the system requiring new service connections and/or additional facilities, without enlargement of the staff, will result in diminished levels of service for all maintenance programs. In view of predicted population growth in the service area over the next several years and the growing demand for sanitary sewer service, an increase in the size of the sewer system could be pro jected to continue at a similar rate of growth. With that increase in demand, there may be a need for additional staff. As shown in Table 7.2, the City would like to add an additional two operators to increase their maintenance activity FTE from 7 to 9. These operators would assist in doubling the amount of CCTV inspection, which then increases the need for root cutting, grease removal, and hydraulic line cleaning. Manhole inspections, sewer repairs, and unscheduled maintenance would not increase and would only be performed as needed. The City plans to use the CIP to repair non-point source sewer in a cost effective matter. The City also plans to increase staff time from 2 FTE to 2.5 FTE as shown in Table 7.3. By doubling administrative duties, the City may have a separate full-time wastewater manager and surface water manager. Maintenance and technical staff additions may be accompanied by additions to the clerical, secretarial, and other support staff needed to ensure that record keeping, billing, public relations, communications, and other general functions of support staff are performed with the accuracy and timeliness required. Table 7.2 Staffing Time for Maintenance Activities Preventative Maintenan ce Frequency of Maintenance Desired Time per Year (FTE) Existing Time per Year (FTE) Collection System Maintenance Manhole inspection, repair and maintenance As needed 0.5 0.5 CCTV inspection Continuous 2 1 Root cutting/grease removal Continuous 1.5 1 Hydraulic line cleaning Continuous 1.5 1 Repair sewers As needed 0.5 0.5 Unscheduled maintenance As needed 1 1 Lift Station O&M Lift station inspection Twice per weekly 1 1 Lift station cleaning and maintenance Monthly (cleaning), Annually (maintenance) 1 1 Total for Maintenance Activities 9 7 AGENDA ITEM #6. o) CHAPTER 7 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON  FINAL | JULY ͮͬͮͮ | ͳ‐ͭͳ  Table ͳ.ͯ Staffing Time for Operations Tasks  Operations Tasks Task Frequency Desired Time  per Year (FTE)  Existing Time  per Year (FTE)  Administrative duties Daily ͭ ͬ.ͱ  Asset Management Annually ͬ.ͱ  ͬ.ͱ  Tool and equipment cleaning Once per week ͬ.ͮͱ ͬ.ͮͱ  Staff meetings and Cleanup Daily ͬ.ͮͱ  ͬ.ͮͱ  Training and conferences Annually ͬ.ͮͱ ͬ.ͮͱ  Total for Operations ͮ.ͱ ͮ 7.18.4 Wastewater Utility Engineering Staff The City is not looking to increase their staff as number of capital projects are not anticipated to  increase in the next six years. They don’t work on their own, but in coordination with  “development” which is found on the organization chart.  The current engineering staff organization is described in Section ͳ.ͯ of this Chapter. The  engineering staff is responsible for two major tasks, administrative and capital improvement  projects.  The various tasks and the hours of work are described in relevant sections within the Chapter, as  summarized in Table ͳ.Ͱ. The number of hours required for each task is not easily defined.  Additional administrative tasks that are recommended in this LRWWMP are ͭ) prepare new  ordinances and revise existing ordinances, ͮ) setup and administer grease trap management and  certification ordinance, ͯ) inventory and update hydraulic computer model, and Ͱ) perform  computer analyses using the sewer system hydraulic model. These tasks will require additional  City staff or other resource staffing alternatives.  Table ͳ.Ͱ Wastewater Utility Engineering Staff Activities  Tasks/Projects  Administrative Tasks Latecomer’s Agreement Administration  LRWWMP Review Support  Comprehensive Sewer Plan Update  Customer Service Support  Support to Other Divisions/Departments/Agencies  FOG / Industrial Waste Program  Engineering Tasks Asset Management  System Infrastructure Capacity  Design and Construction  Major Capital Improvement Projects    AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 7 7-18 | JULY 2022| FINAL 7.19 Recommendations The O&M staff requested purchasing equipment and tools for the department's crews, which are currently shared with other City agencies. Additionally, acquisition of equipment for collection system maintenance including a 10-yard dump truck, excavator/backhoe and trailer, shoring, trench box, and a service truck was requested. AGENDA ITEM #6. o) CHAPTER 8 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 8-1 Chapter 8 CAPITAL IMPROVEMENT PROGRAM 8.1 Introduction This chapter summarizes the Capital Improvement Program (CIP) for the City of Renton’s (City) Long-Range Wastewater Management Plan (LRWWMP). The purpose of this chapter is to describe the CIP projects and programs including pipeline, lift station, and general facility types. The CIP consists of the cost estimates and schedules for the recommended improvements. This CIP was developed in 2019. Therefore, there are projects planned for 2020 outlined in this CIP that will have passed before the adoption of this Plan in 2022. The following sections present cost estimating assumptions, the recommended projects, estimated costs of each individual project, and a summary of the CIP. 8.2 Cost Estimating Assumptions The cost estimates presented in this CIP are opinions developed from bid tabulations, cost curves, information obtained from previous studies, and Carollo Engineers, Inc.’s experience on other projects. The cost estimates have been prepared for the general master planning purposes. Capital costs, or “total project costs,” are presented in the CIP. All costs are in 2019 dollars and were developed using a Class 5 budget estimate, as established by the American Associate of Cost Estimators (AACE). The Engineering News Report (ENR) Construction Cost Index for a 20-city average for July 2019 is 11293. This level of estimate is used for master planning and assumes a 0 percent to 2 percent level or project definition. The expected accuracy range is minus 30 percent to plus 50 percent. 8.2.1 Baseline Cost Assumptions This is the total estimated construction cost, in dollars, of the proposed improvement for pipelines and lift stations. All cost estimates provided in this CIP represent total project cost including materials, construction, engineering, legal, and administrative costs. Costs were represented as unit costs, as described in subsequent sections. 8.2.1.1 Gravity Sewer Unit Costs For pipes, Baseline Construction Costs are calculated by multiplying the estimated new pipe length by a proposed unit cost. These improvements involve a series of assumptions to develop a cost per linear foot (lf). All of the known pipelines involved in this CIP are between 6 inches and 24 inches. The gravity sewer unit costs provided are for typical open-cut installation with stable soil at an average depth of 15 feet. Costs include manhole installation at every 300 foot interval, excavation, hauling, soldier piles, wood lagging shoring, pipe materials and installation, backfill material and installation, and pavement replacement for a two lane width roadway. Costs do not include erosion and sediment control, individual side sewers, traffic control, or other general conditions. Open-cut costs listed by pipeline diameter are available in Table 8.1. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 8 8-2 | JULY 2022 | FINAL Table 8.1 Open-Cut Costs by Pipeline Diameter Pipeline Diameter Construction Cost per LF 6” $330 8” $341 10” $352 12” $363 14” $374 16” $385 18” $396 24” $407 Gravity sewer rehabilitation for typical right-of-way pipelines can be completed through cost-effective cured-in-place pipe (CIPP) which varies in construction cost per linear foot. CIPP estimates are shown in Table 8.2. CIPP costs include pre-inspection, installation, lateral reinstatement, post-inspection closed-circuit television (CCTV), traffic control, and bypass pumping. Traffic control is assumed for a collector street. Table 8.2 CIPP Costs by Pipeline Diameter Pipeline Diameter Construction Cost per LF 6” $52.80 8” $70.40 10” $88.00 12” $105.60 14” $123.20 16” $140.80 18” $158.40 21” $184.80 24” $211.20 8.2.1.2 Force Main Rehabilitation/Replacement Costs Recent force main (FM) rehabilitation and replacement costs were obtained from the City’s current Wastewater Utility Capital Improvement Program. An average cost per FM rehabilitation was used for future cost estimating by using the total amount spent to-date by the City of $2.28 million (M) for all 19 FMs. This determined the rehabilitation/replacement cost of $120,000 per FM. FM assessment includes the same criteria as lift station assessment which may include one or more of the following: addition of flow meters, engine generator installation, noise abatement, slope stabilization, FM cleanouts, FM maintenance evaluation, FM replacement, manhole or vault improvements, and environmental/agency elements. 8.2.1.3 Lift Station Unit Costs Recent lift station rehabilitation projects completed by the City were compiled to create the lift station rehabilitation cost. This cost was used to estimate lift station repair and upgrade projects in the City’s CIP. As detailed in the 2019 Wastewater Utility Capital Investment Program, all AGENDA ITEM #6. o) CHAPTER 8 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 8-3 previous 20 lift stations were replaced, rehabilitated, or eliminated within the 25-year span. The total amount spent on rehabilitation of all lift stations to-date by the City is $2.8 M. This determined the rehabilitation cost of $140,000 per low to moderately-low lift station. A similar cost will be derived by the City for high to moderately-high lift station rehabilitation. The assessment for rehabilitation of lift stations may include one or more of the following: pump replacement, motor control replacement, telemetry improvements, addition of flow meters, engine generator installation, noise abatement, slope stabilization, structural adjustments to the wet well, assessment of coatings, wet well recoating, temp wet well system, FM cleanouts, FM maintenance evaluation, FM replacement, manhole or vault improvements, structural engine generator pad changes, structural control room changes, miscellaneous structural improvements such as telemetry, and environmental/agency elements. 8.2.2 Total Capital Improvement Cost The costs presented in this LRWWMP are high-level planning costs to help the City in making financial decisions. A planning contingency cost will be added to the Total Allied Project Cost to account for unforeseen events and unexpected conditions through the design process of these projects. As shown in the following sample calculation of the capital improvement cost, the total cost of all project contingencies (construction and planning) and allied costs (engineering services, construction management, and project administration) is 82 percent of the baseline construction cost. Example: Baseline Construction Cost $1,000,000 City Administrative (10%) $100,000 Design (20%) $200,000 Construction (10%) $100,000 Admin, Design, & Construction $1,400,000 Scope Contingency (30%) $420,000 Total Capital Improvement Cost $1,820,000 8.3 Capital Improvement Program As discussed in Chapter 5 – System Analysis and Results and Chapter 6 – Replacement and Rehabilitation Program, the CIPs are prioritized based on their urgency and risk to mitigate deficient systems. The timing for implementing these improvement projects is based on the affordability and urgency of the project. It is recommended that the City monitor growth and adjust project implementation accordingly. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 8 8-4 | JULY 2022 | FINAL 8.3.1 Planning Periods The following terms are used to define timing and prioritization into three planning periods: • Short-term (2020 - 2025). Proposed facilities determined to be a high priority. • Medium-term (2026 - 2029). Proposed facilities determined to be a medium priority or proposed facilities to service major growth areas to be developed in the medium-term. • Long-term (2030 - 2039). Proposed facilities determined to be a low priority or proposed facilities to service major growth areas to be developed in the long-term. 8.3.2 Project and Program Naming The CIP projects were named based on the facility type. 8.3.3 Project Types In the current Wastewater Utility Capital Investment Program, projects are categorized by type. These types include the following: • “M”= Maintenance. • “P” = Planning. • “C” = Cross Category. • “D” = Development. • “R” = Regulatory. • “A” = Acquisition. Maintenance projects are focused on renewing infrastructure in poor condition, as recommended and prioritized in Chapter 6 – Replacement and Rehabilitation Program. Planning projects focus on allocating miscellaneous/emergency funds or including funds for long-term or operational planning. Development projects are designated based upon projected growth and flow volume; no development projects were identified in this CIP. Similarly, no CIP projects are listed under the acquisition or regulatory categories. 8.3.4 Capital Improvement Program by Year An individual Project Sheet was generated for each CIP project and includes project identifiers, description, costs, project type, and comments to aid in future implementation. A location map is included for projects that are located in a specific area. To aid in finding individual projects, Project Sheets have been separated in sections by facility type: • “LS” = Lift Station. • “P” = Pipeline. • “G” = General. Lift Station projects addresses the City’s 20 traditional lift station / FM and the unique Kennydale Lake Line System. Pipeline Projects address capacity and rehabilitation and replacement of the gravity sewer system. General Sewer project support the capital projects through long-term and operational planning, as well as various smaller miscellaneous projects. A summary of all CIP projects by facility type and project type is shown in Table 8.4. A summary of costs by project category and type is presented at the end of the chapter. AGENDA ITEM #6. o) CHAPTER 8 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 8-5 Table 8.3 Capital Improvement Program Summary AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 8 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 8-7 8.4 Lift Station Projects The City is completing the current series of lift station rehabilitation in 2020. It is anticipated the City’s lift stations will require additional rehabilitation by the end of the planning period, given the useful life of non-structural components and continued preventative maintenance of structural elements Other major projects include the Kennydale Lake Line Upgrade and Renewal projects will allow long-term operation of the system and renewal in the long-term. Prioritization of long-term rehabilitation of the lift station and FM projects are based on risk. 8.4.1 LS-01: Lift Station Rehabilitation The Wastewater Utility operates 20 lift stations throughout the City. At this point, the City is going into the maintenance/rehabilitation phase for each of the stations. In 2016, the City completed the process of evaluating the needs for each station. The second phase of full rehabilitation of lift stations began in 2017 and will be completed in 2020. The cost for this has been reported by the City at $900,000 in 2020. 8.4.2 LS-02: Force Main Rehabilitation/Replacement The Wastewater Utility operates lift stations that each have their own FM that delivers the flow to the gravity system. While many of the lift stations have been either rehabilitated or replaced, their FMs often times were not. In 2016, a FM evaluation was completed that prioritized FMs. The replacement and rehabilitation of FMs identified began in 2016 and will be complete in 2020. The estimated cost is $400,000 in 2020. 8.4.3 LS-03: Telemetry Upgrade The telemetry and control system records and stores flow rates and alarms for each lift station, which is then monitored in a supervisory control and data acquisition (SCADA) system. SCADA can then be accessed by the operations and maintenance (O&M) team, as well as engineers, to help the City monitor infrastructure. This system occasionally experiences communication and other issues that result in data errors which can be critical at times. Automatically generated reports are a benefit of the updated SCADA. It is currently anticipated that the system will be updated every five years. The cost for this has been reported by the City to be $300,000 and is planned for 2023. 8.4.4 LS-04: Devil’s Elbow Stream Bank Study It is recommended that the City monitor the condition of stream banks adjacent to the Devil’s Elbow lift station and evaluate alternatives to armor the bank to protect the lift station and FM. The timing for this project is recommended to be completed in the short-term. The FM length is 506 LF with 6 inch diameter. The Level 5 AACE estimated cost for this project is $180,000 in the short-term. 8.4.5 LS-05: Kennydale Lake Line Sewer Upgrade The Kennydale Lake Line Sewer System Improvement Project will allow long-term operation of the system. This program includes design and construction of a preferred alternative: 1) Lake Line System rehabilitation and repair or 2) Replacement with Individual Lift Stations. The City has budgeted a total of $1.7 M for 2019 and $1.7 M for 2020 for a total of $3.4 M for this effort. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 8 8-8 | JULY 2022 | FINAL 8.4.6 LS-06: Kennydale Lake Line Renewal The Kennydale Lake Line Sewer System Evaluation identified multiple options for the replacing the system at the end of its usable life. For budgetary purposes, the least expensive option, Individual Lift Stations, for $8 M will be budgeted in the long-term. For additional details, see the 2019 Kennydale Lake Line Sewer System Evaluation Phase 2B and 3 Summary Report. 8.4.7 LS-07 Low and Moderately-Low Risk Lift Station and Force Main Rehabilitation This project addresses long-term renewal needs for existing facilities. Lift stations and FMs in the moderately-low to low risk categories are recommended to be evaluated for rehabilitation in the long-term, which are listed in Table 8.4. The recommended rehabilitation is consistent with the City’s historical Lift Station rehabilitation schedule. Table 8.4 Moderately-Low and Low Risk Lift Stations Moderately-Low Risk Low Risk Baxter East Valley Stonegate Shy Creek Airport Lind Avenue Misty Cove Westview Liberty Lake WA Beach Cottonwood Pipers Bluff Note: Abbreviation: WA – Washington. • The cost for rehabilitation of thirteen low and moderately-low risk lift stations is $3.27 M in the long-term. • The cost for FM rehabilitation and replacement is $2.84 M in the long-term. Altogether, FM rehabilitation and replacement and lift station rehabilitation are estimated to cost $6.11 M in the long-term planning horizon. 8.4.8 LS-08: Moderately-High and High Risk Lift Station and Force Main Rehabilitation Lift stations and FMs that are moderately-high to high risk are recommended for rehabilitation in the medium-term, which are listed in Table 8.5. The recommended rehabilitation is consistent with the City’s historical Lift Station rehabilitation schedule. Table 8.5 Moderately-High Risk Lift Stations Moderately-High Risk Talbot Crest Long Wedgewood Devil’s Elbow Kensington Crest Altogether, the planned cost is $2.57 M current value for the medium-term. This does not include the rehabilitation of Lake WA No. 2 and Lake WA Flush stations. AGENDA ITEM #6. o) CHAPTER 8 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 8-9 8.5 Pipeline Projects Pipeline projects address aging gravity sewer and the City’s relatively few pipe capacity deficiencies. The rehabilitation and replacement is the largest City expense during the planning period. These pipeline projects may involve full replacement with open-cut installation or rehabilitation through CIPP. To identify and plan for replacement and rehabilitation activities, the CIP includes condition assessments to identify deficiency and timing, infiltration and inflow (I/I) micro-monitoring, and verification of capacity deficiencies through long-term monitoring. All pipeline projects are shown in Figure 8.1. 8.5.1 Sanitary Sewer Main Replacement/Rehabilitation The City’s annual Sanitary Sewer Main Replacement/Rehabilitation Program identifies and repairs, rehabilitates, or replaces sewer pipe. Activities are mainly prioritized based on risk. Pipe risk will be updated throughout the planning period through routine CCTV inspections and required maintenance and any changes in criticality. More advanced condition assessment may be conducted for high risk pipes. The program currently prioritizes high and moderately-high risk pipes, as defined in this LRWWMP and shown in Figure 8.2. However, lower risk pipes may be addressed when cost-effective. Program costs for the planning period are based on: • Full open-cut replacement of all high-risk sewer pipes (54,000 LF) with a cost of $35.16 M. • Rehabilitation (CIPP) of approximately half of the moderately-high sanitary sewers (177,000 LF) with an annual cost of $27.32 M. • Gravity Sewer condition assessment budgetary placeholder of $50,000. The total cost of this program is $62.54 M in the short-, medium-, and long-term. The actual method of sanitary sewer main replacement or rehabilitation will be determined through site-specific design. The program is administered through separate annual budget line items. 8.5.2 P-01: 2020 Sanitary Sewer Main Replacement/Rehabilitation This is an annual program that is performed to identify and either repair, rehabilitate, or replace portions of sewer pipe that do not meet current standards. The program will be city-wide and may consist of individual projects. The annual cost of this project is $1.5 M in 2020. 8.5.3 P-02: 2021 Sanitary Sewer Main Replacement/Rehabilitation This is an annual program that is performed to identify and either repair, rehabilitate, or replace portions of sewer pipe that do not meet current standards. The program will be city-wide and may consist of individual projects. The annual cost of this project is $2.0 M in 2021. 8.5.4 P-03: 2022 Sanitary Sewer Main Replacement/Rehabilitation This is an annual program that is performed to identify and either repair, rehabilitate, or replace portions of sewer pipe that do not meet current standards. The program will be city-wide and may consist of individual projects. The annual cost of this project is $2.0 M in 2022. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 8 8-10 | JULY 2022 | FINAL 8.5.5 P-04: 2023 Sanitary Sewer Main Replacement/Rehabilitation This is an annual program that is performed to identify and either repair, rehabilitate, or replace portions of sewer pipe that do not meet current standards. The program will be city-wide and may consist of individual projects. The annual cost of this project is $2.0 M in 2023. 8.5.6 P-05: 2024 Sanitary Sewer Main Replacement/Rehabilitation This is an annual program that is performed to identify and either repair, rehabilitate, or replace portions of sewer pipe that do not meet current standards. The program will be city-wide and may consist of individual projects. The annual cost of this project is $2.0 M in 2024. 8.5.7 P-06: 2025 Sanitary Sewer Main Replacement/Rehabilitation This is an annual program that is performed to identify and either repair, rehabilitate, or replace portions of sewer pipe that do not meet current standards. The program will be city-wide and may consist of individual projects. The annual cost of this project is $3.54 M in 2025. 8.5.8 P-07: 2026-2029 Sanitary Sewer Main Replacement/Rehabilitation This is an annual program that is performed to identify and either repair, rehabilitate, or replace portions of sewer pipe that do not meet current standards. The program will be city-wide and may consist of individual projects. The annual cost of this project is $3.54 M in the medium term. The total cost is $14.14 M. 8.5.9 P-08: 2030-2039 Sanitary Sewer Main Replacement/Rehabilitation This is an annual program that is performed to identify and either repair, rehabilitate, or replace portions of sewer pipe that do not meet current standards. The program will be city-wide and may consist of individual projects. The annual cost of this project is $3.54 M in the long-term. The total cost is $35.36 M. AGENDA ITEM #6. o) g` g` g` g` g` g` g`g` g`East Valley RdRainier Ave NS 133rd St Oakesdale Ave SWBe n s o n D r S SW 7th St 140th Ave SEN E S u n set Blvd §¨¦405 Maple V a l l e y H w y 164th Ave SECedar River Trail SE Jones Rd Lake Youngs Service RdSE May Valley Rd SE Petro v i t s k y R d 5A & 5B: Mini-Basin 5 41A 25A: Mini-Basin 25 14A 25A: Mini-Basin U315A 48A 05A 21A 21A 22A22A 45A: Mini-Basin 1 2A: Mini-Basin 2 7A: Mini-Basin7 45A: Mini-Basin 45 3A: Mini-Basin3 24A 20B37A20A 1 1 A46A 23A BA Last Revised: September 18, 2019 \\io-fs-1\Data\GIS\GISBackup\Renton\WaterSystemPlan2017\9-2_Overview_of_CIP_Projects.mxd CHAPTER 8 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON Figure 8.1 Overview of CIP Projects O 0 10.5 Miles Disclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracyis not implied. Data Sources: City of Renton Legend LS-05 & LS-06: Kennydale Lakeline Upgrade and Renewal PS-09: Sewer Capacity Improvements g`P-10: Flow and Monitoring Program P-11: I/I Evaluation Program City Limits Street Centerlines AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 8 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 8-13 8.5.10 P-09: Sewer Capacity Improvements 2021-2024 Pipe capacity improvements have been categorized together due to the need for infrastructure replacement, rather than rehabilitation, due to lack of pipe hydraulic capacity. Pipe capacity improvements were based on the City’s calibrated sewer hydraulic model to address either pipe size or adverse slope segments. Details on the deficiencies, locations, and other parameters are shown in Table 8.6 and Figure 8.2: • The total length of pipe upsizing is 5,497 LF and will cost $3.64 M. • The cost for reconfiguration of 3,440 LF of adverse slope pipe is $2.17 M. The total $5.81 M in expenses are estimated for the short-, medium-, and long-term. Table 8.6 Upsizing and Reconfiguration Locations and Cost Deficiency ID Location 23 A North 28th Place and Park Avenue North BA SE 24th Street and East Valley Road 46A Sunset Blvd North and NE 3rd Street 37A Edmonds Avenue and NE 9th Street 24A Monroe Avenue and NE 7th Street 11A Grant Avenue and SE 9th Street 20A SE 99th Court 20B Jericho Place and NE 16th Street Note: Abbreviation: ID – identification. 8.5.11 P-10: Flow Monitoring Program The flow monitoring project is to verify deficiencies identified in the hydraulic model for the specified pipe. These locations have typically not been observed deficient, so additional monitoring over a specified period of time is recommended. All deficiency locations are shown with details in Table 8.7. Altogether, the flow monitoring program is estimated to cost $1.47 M and timing will be short-, and medium-term. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 8 8-14 | JULY 2022 | FINAL Table 8.7 Flow Monitoring Locations and Duration Deficiency ID Location Meter Quantity Duration Manhole ID 05A Talbot Road South and 36th Street to 27th Place 1 2- 5 years MH2998 22A Whitman Court NE and NE 12th Street 2 1-2 years MH3616, MH3622 21A Anacortes Avenue NE and NE 17th Street to NE 26th Street 2 3-7 years MH3542, MH3581 15A Renton High School 2 3-7 years MH2182, MH2118 14A West Sunset Blvd and SW 4th Place 1 3-7 years MH6332 41A Lake Washington Boulevard and Burnett Avenue North 1 3-7 years MH3324 48A NE 7th Street and Harrington Avenue NE 1 3-7 years MH0847 Note: Abbreviation: MH – manhole. 8.5.12 P-11: I/I Evaluation Program Micro-monitoring is recommended for areas in wastewater basins that prior flow monitoring indicated significant I/I in the collection system. This involves installing multiple flow monitors where high I/I is observed and breaking larger areas into smaller basins to refine the location of I/I. By micro-monitoring deficiencies identified in the hydraulic model, an isolated location within the area will be identified for replacement. The downstream start location for micro-monitoring is shown in Table 8.8. Repair or Replacement of identified I/I issues will be allocated to Sanitary Sewer Main Replacement/Rehabilitation. Table 8.8 I/I Evaluation, Quantity, and Duration Deficiency ID Study Quantity Locations Basins to Monitor 45A 5 SSMH004, MH2489, MH2480, MH2258 45, 7, 3, 2, 1 7A 2A 3A 05B 1 MH5516 5 AGENDA ITEM #6. o) East Valley RdRainier Ave NS 133rd St Oakesdale Ave SWBe n s o n D r S SW 7th St 140th Ave SEN E S u n set Blvd §¨¦405 Maple V a l l e y H w y 164th Ave SECedar River Trail SE Jones Rd Lake Youngs Service RdSE May Valley Rd SE Petro v i t s k y R d Last Revised: August 23, 2019 \\io-fs-1\Data\GIS\GISBackup\Renton\WaterSystemPlan2017\Fig9-3_High_and_ModeratelyHigh_Gravity_Sewer_w_Upsizing_Reconfig.mxd CHAPTER 8 | LONG RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON Figure 8.2 High and Moderately-High Gravity Sewer Risk with Upsizing and Reconfiguration O 0 10.5 Miles Disclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracyis not implied. Data Sources: City of Renton Legend High Risk Pipes Moderately High Risk Pipes Pipe Upsize Projects Pipe Reconfiguration Projects City Limits Street Centerlines AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 8 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 8-17 8.6 General Projects General programmatic projects involve necessary funding which cannot be allocated to a specific facility type. These projects involve implementation and compliance with regulatory requirements such as the Wastewater Operations Master Plan (OMP). Additionally, future miscellaneous and emergency projects for all infrastructure types have been allocated as general projects. 8.6.1 G-01: Wastewater Operations Master Plan This project will be an update to the Wastewater OMP created by the City. The purpose of the OMP is to document current procedures and programs into an O&M manual and review existing programs for effectiveness and compliance of potential future regulatory requirements. Additionally, the OMP analyzes and recommends program improvements in accordance with the City’s long-term goals and objectives. Based on the City’s existing resources and implementation budget, it is recommended to implement this OMP over 5 years. The cost for this OMP is estimated by the City as $600,000 in 2020. 8.6.2 G-02: Long-Range Wastewater Master Plan The LRWWMP considers a 20-year planning period for the analysis of existing and projected conditions. The sewage collection system’s operational and capital requirements are detailed to achieve the City’s operational goals and fulfill regulatory requirements. The cost is estimated at $300,000 in 2024. 8.6.3 G-03: Sanitary Sewer Hydraulic Model As discussed in Chapter 7 – Operations and Maintenance in the System Infrastructure Capacity, the City has a hydraulic model that allows them to evaluate the existing sanitary sewer system and determine areas of capacity constraint, and provide a tool for planning future improvements. The model needs to be updated as the system expands, and flow monitoring and physical system data is collected by survey or field inspection. The cost is estimated by the City as $600,000 over two years in the short-term for the model to be updated in 2021 and 2022. 8.6.4 G-04: Miscellaneous / Emergency Projects This project is to perform small repairs, replacements, or installations of sewers that are not scheduled in the CIP, but become a priority due to unexpected problems, failures, or coordination with other projects. This could also include service to planned annexation areas and any future new pipeline extensions. Based on historical spending, the cost is estimated by the City as $200,000 annually, or $4.0 M, in the short-, medium-, and long-term planning horizon. 8.7 Summary of CIP Altogether, recommend improvements include eight lift station projects, eleven pipelines, and four general projects. The majority of projects are allocated as maintenance projects at $80.94 M of the total $96.87 M. Cross category projects follow at $10.25 M, as well as planning projects at $5.68 M. Seventy-seven percent of short-term project funding is allocated to pipelines with general at nine percent. In the short-term, lift stations require the remaining fourteen percent of funding. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 8 8-18 |JULY 2022 | FINAL The CIP recommends investing $26.97 M into the wastewater system during short-term. The annual short-term cost for all recommended programs is approximately $4.5 M per year from 2020 to 2025. For medium-term, the CIP recommends an additional $17.8 M be invested to continue these programs. The annual medium-term cost is approximately $4.45 M per year from 2026 to 2039. For long-term, the CIP recommends $52.1 M be invested to continue to maintain the sewer system. The annual long-term cost is approximately $5.21 M. Detailed sheets for each CIP project presented in this chapter can be found in Appendix K. Table 8.9 summarizes the total cost and annual cost for each planning period. Table 8.9 CIP Planning Period Summary Planning Period Total Cost Annual Cost Short-term (2020-2025) $26.97 M $4.5 M Medium-term (2026-2029) $17.8 M $4.45 M Long-term (2030-2039) $52.10 M $5.21 M Pipelines account for a majority of the capital cost of planned projects (74 percent) at $71.51 M of the $96.87 M. Lift stations account for $20.16 M (21 percent) of the total CIP. The remaining $5.2 M (6 percent) is associated with general projects. Table 8.10 summarizes the total estimated capital costs by facility type. Figure 8.3 shows the various facility types of CIP allocation. Figure 8.3 Cost by Facility Type AGENDA ITEM #6. o) CHAPTER 8 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 8-19 Table 8.10 CIP Summary by Facility Type Project ID Title Total Capital Cost ($) Planning Period Short-term (2020-2025) Medium-term (2026-2029) Long-term (2030-2039) Lift Station LS-01 Lift Station Rehabilitation $900,000 $900,000 LS-02 FM Rehabilitation/Replacement $400,000 $400,000 LS-03 Telemetry Upgrade $300,000 $300,000 LS-04 Devil's Elbow Stream Bank Study $180,000 $180,000 LS-05 Kennydale Lake Line Sewer Upgrade $1,700,000 $1,700,000 LS-06 Kennydale Lake Line Renewal $8,000,000 $8,000,000 LS-07 Low and Moderately-Low Risk Lift Station and FM Rehabilitation $6,110,000 $6,110,000 LS-08 Moderately-High and High Risk Lift Station and FM Rehabilitation $2,570,000 $2,570,000 Pipeline P-01 2020 Sanitary Sewer Main Repl/Rehab $1,500,000 $1,500,000 $0 $0 P-02 2021 Sanitary Sewer Main Repl/Rehab $2,000,000 $2,000,000 $0 $0 P-03 2022 Sanitary Sewer Main Repl/Rehab $2,000,000 $2,000,000 $0 $0 P-04 2023 Sanitary Sewer Main Repl/Rehab $2,000,000 $2,000,000 $0 $0 P-05 2024 Sanitary Sewer Main Repl/Rehab $2,000,000 $2,000,000 $0 $0 P-06 2025 Sanitary Sewer Main Repl/Rehab $3,540,000 $3,540,000 $0 $0 P-07 2026-2029 Sanitary Sewer Main Repl/Rehab $14,160,000 $0 $14,160,000 $0 P-08 2030-2039 Sanitary Sewer Main Repl/Rehab $35,360,000 $0 $0 $35,360,000 P-09 Sewer Capacity Improvements $5,800,000 $5,800,000 $0 $0 P-10 Flow Monitoring Program $1,470,000 $1,200,000 $270,000 $0 P-11 I/I Evaluation Program $1,680,000 $1,050,000 $0 $630,000 General G-01 Wastewater OMP $300,000 $300,000 G-02 Long-Range Wastewater Management Plan $300,000 $300,000 G-03 Sanitary Sewer Hydraulic Model $600,000 $600,000 G-04 Miscellaneous/Emergency Projects $4,000,000 $1,200,000 $800,000 $2,000,000 AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 9 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 9-1 Chapter 9 FINANCIAL ANALYSIS 9.1 Introduction This chapter analyzes the financial status of the City of Renton’s (City’s) water utility for the Long-Range Wastewater Management Plan (LRWWMP). The purpose of this chapt er is to provide a cursory evaluation to show the City’s ability to finance necessary Capital Improvement Program (CIP) projects in Chapter 8 – Capital Improvement Program . The following sections present the City’s financial status, funding required to finance the scheduled improvements, potential funding sources, and the impact of water system improvements on water rates. 9.2 Historical Financial Performance The City and King County have updated their fees and rates. In November 2021, the City released their fee schedule for 202 1-2022, which can be found on the City’s website at rentonwa.gov. Key rates and fees related to this Plan are summarized below. 9.2.1 Current Wastewater Rates, Fees, and Charges The City and King County (KC) wastewater rates are summarized in Table 9.1. Table 9.1 2022 Wastewater Utility Monthly Rates(1) Category City KC Single-Family $31.74 $49.27 Other Users Minimum Charge(3) $31.74 $49.27 Per 10 0 cf(2) $3.58 $6.57 Notes: (1) Outside City Limits: Rates are 1.5 times the above for the Renton rates. (2) cf – cubic feet. (3) Includes 750 cf. Construction permit fees are summarized in Table 9.2. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 9 9-2 | JULY 2022 | FINAL Table 9.2 Construction Permit Fees(1) Type of Service 2021 2022 Residential $375 $375 Commercial $375 $375 Industrial $375 $375 Repair of any of the above $375 $375 Cut and Cap/Demolition Permit $375 $375 Ground Water Discharge (temporary connection to wastewater system for one-time discharge of contaminated ground water to 50,000 gallons) $375 + KC sewer rate discharged amount $375 + KC sewer rate discharged amount Note: (1) Per Res. 4422, fees for an Accessory Dwelling Unit (ADU) will be waived as of the adoption date of Res. 4422, through December 31, 2022. The City pays for expansion of the sewer system through system development charges (SDCs). The SDC allocation is based on a property’s associated water met er size as shown in Table 9.3. KC also has a charge for first time connection to sanitary sewers in KC, including the City’s Sewer Service Area, called the sewage treatment capacity charge. This charge pays for building sewage treatment capacity to serve newly connected customers. Single-family customers pay $66.35 per month for 15 years. It may also be paid as a lump sum of $9,927.44 to KC. This charge is established annually and changes to the capacity charge apply only to new connections. Table 9.3 2021-2022 System Development Charge(1) Wastewater Fee Meter Size, inch 2 021 2022 5/8 x 3/4 $3,450 $3,500 1 1/2 $17,250 $17,500 2 $27,600 $28,000 3 $55,2 00 $56,000 4 $86,250 $87,500 6 $172,500 $175,000 8 $276,000 $280,000 Note: (1) Outside City Limits: Rates are 1.5 times the above for the Renton rates. (2) Per Res. 4422, utility system development charges (hookup fees) for an ADU will be reduced by 50% as of the adoption date of Res. 4422, through December 31, 2022. 9.2.2 Historical Financial Operations The City’s operating revenues and expenses for the years 2015 to 2019 are su mmarized in Table 9.4 and Table 9.5, respectively. The tables present City and KC wholesale water services (King County Metro Fund) revenue and expense. The Plan was developed using 2019 historical operating revenue and expenses and was not updated for the future years during Plan development . AGENDA ITEM #6. o) WATER SYSTEM PLAN | CHAPTER 9 | CITY OF TUMWATER FINAL | JULY 2022 | 9-3 Table 9.4 Historical Operating Revenue(1) Operating Revenue 2015 2016 2017 2018 2019 Budget City Revenue $ 10,880,141 $ 13,286,986 $ 15,143,808 $ 12,124,358 $ 11,582,615 King County Metro Fund $ 16,638,722 $ 16,142,469 $ 16,922,259 $ 16,886,297 $ 16,922,613 Total $ 27,518,863 $ 29,429,455 $ 32,066,067 $ 29,010,655 $ 28,505,228 Note: (1) Source: City’s Financial Statements. Table 9.5 Historical Operating Expenses(1) Operating Expenses 2015 2016 2017 2018 2019 Budget City Expense $ 6,832,715 $ 13,785,490 $ 11,593,468 $ 10,655,159 $ 13,858,678 King County Metro Fund $16,638,722 $ 15,140,189 $ 16,827,147 $ 16,463,648 $ 16,922,613 Total $ 23,471,437 $ 28,925,679 $ 28,420,615 $ 27,118,807 $ 30,781,291 Note: (1) Source: City’s financial statements. AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 9 9-4 | JULY 2022 | FINAL 9.2.3 Wastewater Utility Fund The City maintains substantial fund balances to ensure continued operation of the Utility. These include operation, bond, and undesignated as shown in Table 9.6. Table 9.6 Historical Utility Fund Utility Fund 2015 2016 2017 2018 2019 Budget Operation $ 838,706 $ 838,706 $ 838,706 $ 661,227 $ 661,227 Bond $ 307,857 $ 806,900 $ 373,343 $ 949,646 $ 954,259 Undesignated $ 6,442,525 $ 9,990,909 $ 12,647,613 $ 15,799,129 $ 17,263,715 Total $ 7,589,088 $ 11,636,515 $ 13,859,662 $ 17,410,002 $ 18,879,201 9.2.4 Outstanding Debt The City has outstanding debt through the Waterworks Revenue Bond debt and Public Works Trust Fund Loans. As of 2019, the Waterworks Revenue Bond has $22.3 million (M) in outstanding principal debt and the Public Works Trust Fund Loans have $1.9 M in outstanding principal debt. 9.3 Financial Analysis The City’s ability to fund its CIP was evaluated by comparing the historical and future funding requirements. The financial analysis was developed in 2020 using 2019 data and was not updated to reflect future years during Plan development. 9.3.1 Projected Capital Improvement Program Levels Projected CIP is described in Chapter 8 – Capital Improvement Program and summarized in Table 9.7 and Figure 9.1 below. The following terms are used to define timing and prioritization into three planning periods: • Short-term (2020 - 2025). Proposed facilities determined to be a high priority. • Medium-term (2026 - 2029). Proposed facilities determined to be a medium priority or proposed facilities to service major growth areas to be developed in the medium -term . • Long-term (2030 - 2039). Proposed facilities determined to be a low priority or proposed facilities to service major growth areas to be developed in the long -term . Table 9.7 shows the expected cost per planning period. Comparison of annual CIP cost. Table 9.7 CIP Planning Period Summary Planning Period Total Cost Annual Cost Short -term (2020 -2025) $ 26.27 M $ 4.38 M Medium -term (2026 -2029) $ 17.79 M $ 4.45 M Long-term (2030 -2039) $ 51.47 M $ 5.15 M 9.3.2 Financial Analysis A Wastewater Revenue Requirement Model (WRRM) was conducted in 2018 to analyze the future finances of the City. The LRWWMP’s CIP differs from the WRRM CIP; therefore, this Section seeks to show the financial capacity of the LRWWMP CIP by comparing of the two CIP AGENDA ITEM #6. o) CHAPTER 9 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 9-5 costs. For the purpose of this analysis, all assumptions in the WRRM were considered applicable, including expected rate increase of 2 percent from 2020 to 2024. The differences between the proposed LRWWMP and WRRM CIP, as shown in Figure 9.1 and Table 9.8 . The proposed LRWWMP and WRRM CIP are both in current dollars. The annual WRRM CIP spending is $4 M from 2021 through 2024 and then $4.5 M from 2025 through 2029, as shown in Table 9.8 . With the WRRM the fund balance does not get drawn down. The LRWWMP CIP shows annual spending from 2021 through 2024 will be higher than the WRRM, and from 2025 to 2029 the proposed CIP is lower than the WRRM. This results in a net drawdown of approximately $1.5 M dollars of the 2018 $15.8 M undesignated wastewater funds. This spending is additional planned to address existing repair and replacement (R&R) and capacity needs in the system . This analysis to show the City’s financial capacity in respect to the LRWWMP CIP. The City is not committed to CIP spending summarized in the LRWWMP. Per the City budgeting policy, the Utility’s spending is based on a biannual budget approved by the City Cou ncil. Figure 9.1 CIP Proposed and Rate Analysis Model 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 $- $1,000,000 $2,000,000 $3,000,000 $4,000,000 $5,000,000 $6,000,000 Revenue Analysis Model CIP Proposed CIP AGENDA ITEM #6. o) CITY OF RENTON | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CHAPTER 9 9-6 | JULY 2022 | FINAL Table 9.8 Projected Future Operating Expenses CIP Analysis 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 WRRM CIP $ 4,500,000 $ 4,000,000 $ 4 ,000,000 $ 4 ,000,000 $ 4,000,000 $ 4,500,000 $ 4,500,000 $ 4,500,000 $ 4,500,000 $ 4,500,000 Proposed CIP $ 5,010,200 $ 4,130,000 $ 5 ,280,000 $ 4 ,230,000 $ 4,1 6 0,000 $ 3,950,000 $ 4,6 00,000 $ 4,380,000 $ 4,380,000 $ 4,380,000 Fund Balance Change ($510,200) ($ 130,000) ($ 1,280,000) ($ 230,000) ($ 160,000) $ 550,000 ($ 100,000) $120,000 $120,000 $120,000 AGENDA ITEM #6. o) CHAPTER 9 | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 | 9-7 9.4 Available Funding Assistance and Financing The ten -year planning period shows the City will have adequate funding for the anticipated short -term projects shown in the CIP, so more bonds and funding isn’t necessary. However, there are bond assistance and grant options available if needed. 9.4.1 Grants an d Low Cost Loans The Infrastructure Assistance Coordinating Council (IACC) is a non-profit organization that helps improve the delivery of infrastructure assistance, both financial and technical, to local governments and tribes in Washington State. The IAC C has put together a list of funding opportunities that are currently available for drinking water and wastewater projects. The Public Works Trust Fund (PWTF) is a potential loan for eligible projects including repair, replacement, and construction of infrastructure for domestic water projects that improve public health and safety, respond to environmental issues, promote economic development, or upgrade system performance. 9.4.2 Bond Financing Bond financing is obtained by issuing general obligation or revenue bonds. Revenue bonds do not require voter approval and may be repaid with revenues from rates, miscellaneo us fees or connection charges. 9.5 Summary Due to unusual circumstances from COVID-19, short term revenue cannot be predicted, b ut in the long term, it is not expected to heavily impact the budget and long-term analysis. Over the next five years, the City is anticipating spending approximately $22,810,000 in capital projects. CIP spending as proposed for the short term can still be completed although it will draw down the reserve fund. However, by 2025 it is expected that even with CIP spending, the reserve fund will begin to build up again. Based on the City’s 2020 rate study, rates are expected to increase at 2 percent from 2020 till 2024. AGENDA ITEM #6. o) AGENDA ITEM #6. o) APPENDICES | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FIN AL | JULY 2022 Appendix A SEPA CHECKLIST AGENDA ITEM #6. o) AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 1 of 22 SEPA ENVIRONMENTAL CHECKLIST Purpose of checklist: Governmental agencies use this checklist to help determine whether the environmental impacts of your proposal are significant. This information is also helpful to determine if available avoidance, minimization or compensatory mitigation measures will address the probable significant impacts or if an environmental impact statement will be prepared to further analyze the proposal. Instructions for applicants: This environmental checklist asks you to describe some basic information about your proposal. Please answer each question accurately and carefully, to the best of your knowledge. You may need to consult with an agency specialist or private consultant for some questions. You may use “not applicable” or "does not apply" only when you can explain why it does not apply and not when the answer is unknown. You may also attach or incorporate by reference additional studies reports. Complete and accurate answers to these questions often avoid delays with the SEPA process as well as later in the decision-making process. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Instructions for Lead Agencies: Please adjust the format of this template as needed. Additional information may be necessary to evaluate the existing environment, all interrelated aspects of the proposal and an analysis of adverse impacts. The checklist is considered the first but not necessarily the only source of information needed to make an adequate threshold determination. Once a threshold determination is made, the lead agency is responsible for the completeness and accuracy of the checklist and other supporting documents. Use of checklist for nonproject proposals: For nonproject proposals (such as ordinances, regulations, plans and programs), complete the applicable parts of sections A and B plus the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). Please completely answer all questions that apply and note that the words "project," "applicant," and "property or site" should be read as "proposal," "proponent," and "affected geographic area," respectively. The lead agency may exclude (for non-projects) questions in Part B - Environmental Elements –that do not contribute meaningfully to the analysis of the proposal. A. Background [HELP] 1. Name of proposed project, if applicable: City of Renton 2021 Long Range Wastewater Management Plan 2. Name of applicant: City of Renton – Utility Systems Division AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 2 of 22 3. Address and phone number of applicant and contact person: Ann Fowler, CIP Project Manager, Wastewater Utility 1055 S Grady Way, Renton, WA 98057 425-430-7211 afowler@rentonwa.gov 4. Date checklist prepared: April 29, 2021 5. Agency requesting checklist: City of Renton 6. Proposed timing or schedule (including phasing, if applicable): The City of Renton 2021 Long Range Wastewater Management Plan is scheduled for adoption in 2021. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No. This Plan lists capital improvement projects planned by the City within the next 10 years and long-term projects over the next 20 years. Proposed locations are shown in the Plan. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Depending upon the scope of the projects proposed in the Plan, an individual environmental checklist and threshold determination would be completed as specified projects are proposed for construction. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. At this time, there are no known pending applications for general applicability related to the area covered by the sewer system. There may be applications pending related to improvements to the sewer system such as various on-going plats and developer extensions occurring within the sewer service area. The City plans to adopt the capital improvement plan outlined in this document as part of the City’s 10-year capital improvements plan. 10. List any government approvals or permits that will be needed for your proposal, if known. The 2021 Long-Range Wastewater Management Plan will need to be approved by the Renton City Council and the Washington State Department of Ecology. The King County Utilities Technical Review Committee (UTRC) will review the plan and make recommendations to the Executive and County Council as to the consistency of such AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 3 of 22 items with adopted county policies and codes. King County will review and approve franchises to allow the construction of sewer facilities in county rights-of-way. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) The 2021 Long-Range Wastewater Management Plan (LRWWMP) addresses policies, criteria, assumptions and recommendations for the City's planning area. The major purpose of the Plan is to provide a long range plan for facility improvements necessary to serve the estimated population at saturation. The Plan addresses facility reliability, public health, groundwater and environmental protection, operation and maintenance, and financing issues. The plan also addresses the need to expand Renton’s sewer service area into its Urban Growth Area as the appropriate provider of the urban service per the King County Countywide Planning Policies. This checklist does not address the specific projects addressed in the five year capital improvement program. This is a programmatic checklist and does not address any site specific conditions. These conditions as well as the associated impacts will be discussed in the SEPA reviews of each project. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The area covered by this comprehensive sewer system plan is the sewer service area as shown in Figure 2.1 of the LRWWMP. Renton has entered into boundary agreements with most of the sewer service providers adjacent to the City. These service boundaries are established and are not generally altered by annexations. B. Environmental Elements [HELP] 1. Earth [help] a. General description of the site: (circle one): Flat, rolling, hilly, steep slopes, mountainous, other _____________ The sewer service area includes steep slopes, several hills, a plateau, and river valley areas. AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 4 of 22 b. What is the steepest slope on the site (approximate percent slope)? The slopes vary from flat (zero percent) to very steep (over 40 percent). Steep slopes exist along the Maple Valley Highway to the north and south of the Cedar River Valley (southern edge of Renton Highlands; northern edge of Scenic Hill and Rolling Hills), along the eastern side of I-405 (eastern edge of the Renton Highlands), along the southern (SR 900) and eastern (Rainier Ave N) edges of Renton West Hill, along the western (SR 167) and northern (I-405) edges of Talbot Hill and the western edge (I-405) of Scenic Hill. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any agricultural land of long-term commercial significance and whether the proposal results in removing any of these soils. According to the USDA’s Web Soil Survey, the main soil types within the water service area include: Alderwood gravelly sandy loam, Alderwood and Kitsap soils, Arents- Alderwood material, and Indianola loamy sand. Alderwood gravelly sandy loam makes up over 30% of the water service area and is considered prime farmland. Using engineering classifications: there is a wide variety of highly variable glacial deposits in the water service area that include clay, silt, sand, gravel, cobbles, and boulders. In the river valley areas, there is a variety of modern alluvium and undifferentiated deltaic deposits. Adoption of the LRWWMP will not itself result in the removal of agricultural soil. Specific projects that are subject to environmental review will be evaluated for their impact to agricultural soils prior to implementation. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. Within the City, there are areas of unstable soils including steep slopes and historic coal mines. Some alluvial deposits in the Cedar River Valley and old Black River Valley may be subject to liquefaction during seismic events. Sensitive areas are mapped by the City and are subject to regulation under Renton Municipal Code Title IV, Development Regulations. Specific projects that are subject to environmental review will be evaluated for their soil conditions prior to implementation. e. Describe the purpose, type, total area, and approximate quantities and total affected area of any filling, excavation, and grading proposed. Indicate source of fill. N/A, non-project action. However, the sewer system construction projects identified in the LRWWMP will require excavation and grading of an undetermined quantity of material. Specific projects will be subject to individual environmental review before implementation. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. N/A, non-project action. Adoption of the LRWWMP will not itself result in the clearing, construction, or use of soils, however, the Plan’s programs and projects may result in erosion from construction. Specific projects that are subject to environmental review will be evaluated for erosion potential prior to implementation. AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 5 of 22 g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? N/A, non-project action. Specific projects will be subject to individual environmental review before implementation. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: N/A, non-project action. Where applicable, best management practices, along with erosion and sedimentation control measures, will be used in all areas of potential erosion. Specific projects will be subject to individual environmental review before implementation. 2. Air [help] a. What types of emissions to the air would result from the proposal during construction, operation, and maintenance when the project is completed? If any, generally describe and give approximate quantities if known. N/A, non-project action. Adoption of the LRWWMP will not itself result in air emissions, however, the Plan’s programs and projects may be a source of emissions from construction activity and increased usage of generators during maintenance, testing, and power outages events. Specific projects that are subject to environmental review will be evaluated for air emissions potential prior to implementation. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. N/A, non-project action. Specific projects that are subject to environmental review will be evaluated for off-site sources of emissions prior to implementation. c. Proposed measures to reduce or control emissions or other impacts to air, if any: N/A, non-project action. However, standard emissions controls for construction equipment will be utilized during construction of projects recommended by this Plan. Specific projects that are subject to environmental review will be evaluated for their potential impact and corresponding mitigation measures prior to implementation. 3. Water [help] a. Surface Water: [help] 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. There are multiple surface water bodies within the sewer system area. The northwest boundary of the sewer service area is the shoreline of Lake Washington. The rivers and streams that run through the sewer service area AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 6 of 22 include the Cedar River, Green River, May Creek, and Springbrook Creek. The Cedar River is tributary to Lake Washington and the Green River is a tributary to Puget Sound. May Creek flows into Lake Washington and Springbrook Creek flows into the Green River. All water bodies and wetland boundaries are cataloged in the City’s GIS (COR Maps). 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. N/A, non-project action. However, the Plan’s programs and projects may require work within 200 feet of surface water bodies. These projects will be subject to individual review and compliance with the City’s Shoreline Master Program. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. N/A, non-project action. Adoption of the LRWWMP will not itself result in the direct alteration of the environment, however, the Plan’s programs and projects may result in the addition or removal of fill and dredge material. The potential impacts of these actions are currently unknown. Projects that are subject to environmental review will be evaluated for potential impacts and corresponding mitigation measures prior to implementation. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. N/A, non-project action. Adoption of the LRWWMP will not itself result in the withdrawal or diversion of surface water. Projects that are subject to environmental review will be evaluated for potential impacts and corresponding mitigation measures prior to implementation. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. N/A, non-project action. However, some portions of the City are within or adjacent to 100-year floodplains. Projects that are subject to environmental review will identify floodplain boundaries prior to implementation. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. N/A, non-project action. However, no waste material will be discharged into surface waters during construction of projects recommended by this Plan. Projects that are subject to environmental review will identify discharge plans prior to implementation. AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 7 of 22 b. Ground Water: [help] 1) Will groundwater be withdrawn from a well for drinking water or other purposes? If so, give a general description of the well, proposed uses and approximate quantities withdrawn from the well. Will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. N/A, non-project action. Adoption of the LRWWMP will not itself result in the withdrawal of groundwater. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals. . . ; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. N/A, non-project action. However, no waste material will be discharged into the ground during projects recommended by this Plan. Projects that are subject to environmental review will identify discharge plans prior to implementation. c. Water runoff (including stormwater): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. N/A, non-project action. Adoption of the LRWWMP will not itself result in runoff. Projects that are subject to environmental review will be evaluated for potential impacts and corresponding mitigation measures prior to implementation. 2) Could waste materials enter ground or surface waters? If so, generally describe. N/A, non-project action. Adoption of the LRWWMP will not itself result in waste materials entering ground or surface waters. Projects that are subject to environmental review will be evaluated for potential impacts and corresponding mitigation measures prior to implementation. 3) Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site? If so, describe. N/A, non-project action. Adoption of the LRWWMP will not itself result in any such impacts. d. Proposed measures to reduce or control surface, ground, and runoff water, and drainage pattern impacts, if any: N/A, non-project action. Adoption of the LRWWMP will not itself result in any such impacts. Projects that are subject to environmental review will be evaluated for AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 8 of 22 potential impacts and their corresponding reduction and control measures prior to implementation. 4. Plants [help] a. Check the types of vegetation found on the site: __x__deciduous tree: alder, maple, aspen, other __x__evergreen tree: fir, cedar, pine, other __x__shrubs __x__grass __x__pasture ____crop or grain ____ Orchards, vineyards or other permanent crops. __x__ wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other __x_water plants: water lily, eelgrass, milfoil, other _ x__other types of vegetation b. What kind and amount of vegetation will be removed or altered? N/A, non-project action. Adoption of the LRWWMP will not itself result in the direct removal or alteration of vegetation, however, the Plan’s programs and projects may result in these impacts. The potential impacts of these actions are currently unknown. Projects that are subject to environmental review will be evaluated for potential vegetation impacts and corresponding mitigation measures prior to implementation. c. List threatened and endangered species known to be on or near the site. N/A, non-project action. Specific projects that are subject to environmental review will be evaluated for their potential impact to threatened or endangered plant species on or near the site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: N/A, non-project action. Specific projects that are subject to environmental review will be evaluated for vegetation plans before implementation. e. List all noxious weeds and invasive species known to be on or near the site. N/A, non-project action. Specific projects that are subject to environmental review will be evaluated for noxious and invasive plant species on or near the site before plan implementation. 5. Animals [help] a. List any birds and other animals which have been observed on or near the site or are known to be on or near the site. AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 9 of 22 N/A, non-project action. Many of the following birds and animals could be present within the water service area. Specific projects will be subject to individual environmental review prior to implementation. Examples include: Birds: hawk, heron, eagle, songbirds, other: gulls Mammals: deer, bear, elk, beaver, other: possum, raccoon, rabbits, squirrels Fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened and endangered species known to be on or near the site. According to the U.S. Fish and Wildlife Service, the following animals are listed as threatened within the water service area: bull trout (Salvelinus confluentus), marbled murrelet (Brachyramphus marmoratus), streaked horned lark (Eremophila alpestris strigata), and yellow-billed cuckoo (Coccyzus americanus). According NOAA, the City is within the critical habitat for Puget Sound ESU Chinook (Oncorhynchus tshawytscha) and Puget Sound DPS Steelhead (Oncorhynchus mykiss). Specific projects that are subject to environmental review will be evaluated for their potential impact to threatened or endangered wildlife species on or near the site. c. Is the site part of a migration route? If so, explain. N/A, non-project action. However, the entire state of Washington is within the Pacific flyway and two rivers within the sewer service area (Cedar and Green Rivers) are spawning routes for salmon and steelhead trout. Specific projects will be subject to individual environmental review prior to implementation. d. Proposed measures to preserve or enhance wildlife, if any: N/A, non-project action. Projects that are subject to environmental review will be evaluated for potential impacts to wildlife and their corresponding preservation or enhancement measures prior to implementation. e. List any invasive animal species known to be on or near the site. N/A, non-project action. Specific projects that are subject to environmental review will be evaluated for invasive animal species on or near the site prior to implementation. 6. Energy and Natural Resources [help] a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 10 of 22 N/A, non-project action. Adoption of the LRWWMP will not itself use energy. Specific projects that are subject to environmental review will be evaluated for energy and other natural resource uses prior to implementation. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. N/A, non-project action. Adoption of the LRWWMP will not itself affect the use of solar energy. Specific projects that are subject to environmental review will be evaluated for effects on solar energy by adjacent properties prior to implementation. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: N/A, non-project action. Adoption of the LRWWMP will not itself result in the direct reduction or control of energy impacts, however, the Plan’s programs and projects may result in energy conservation features. Specific projects that are subject to environmental review will be evaluated for energy conservation features prior to implementation. 7. Environmental Health [help] a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. N/A, non-project action. Adoption of the LRWWMP will not itself result in direct environmental hazards, however, the potential impacts from the Plan’s programs and projects are currently unknown. Specific projects that are subject to environmental review will be evaluated for potential environmental health hazards and corresponding mitigation measures prior to implementation. 1) Describe any known or possible contamination at the site from present or past uses. N/A, non-project action. Specific projects that are subject to environmental review will be evaluated for known or possible contamination at the site prior to implementation. 2) Describe existing hazardous chemicals/conditions that might affect project development and design. This includes underground hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. N/A, non-project action. Specific projects that are subject to environmental review will be evaluated for existing hazardous chemicals or conditions at the site prior to implementation. AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 11 of 22 3) Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, or at any time during the operating life of the project. N/A, non-project action. Specific projects that are subject to environmental review will be evaluated for toxic or hazardous chemicals during the development, construction, or lifetime of the project prior to implementation. 4) Describe special emergency services that might be required. N/A, non-project action. Adoption of the LRWWMP will not itself require emergency services, however, the potential impacts from the Plan’s programs and projects are currently unknown. Specific projects that are subject to environmental review will be evaluated for special emergency services prior to implementation. 5) Proposed measures to reduce or control environmental health hazards, if any: N/A, non-project action. Adoption of the LRWWMP will not itself require the reduction or control of environmental health hazards, however, the potential impacts from the Plan’s programs and projects are currently unknown. Specific projects that are subject to environmental review will be evaluated for environmental health hazards and corresponding reduction or control measures prior to implementation. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? N/A, non-project action. Specific projects that are subject to environmental review will be evaluated for surrounding noise prior to implementation. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indi- cate what hours noise would come from the site. N/A, non-project action. Adoption of the LRWWMP will not itself create any long- term or short-term noise, however, the potential impacts from the Plan’s programs and projects are currently unknown. Specific projects that are subject to environmental review will be evaluated for potential project noise prior to implementation. 3) Proposed measures to reduce or control noise impacts, if any: AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 12 of 22 N/A, non-project action. Specific projects that are subject to environmental review will be evaluated for potential project noise and corresponding measures to reduce or control noise impacts prior to implementation. 8. Land and Shoreline Use [help] a. What is the current use of the site and adjacent properties? Will the proposal affect current land uses on nearby or adjacent properties? If so, describe. The following land uses are present within the water service area: industrial, commercial, residential, public, park, and other land uses. Adoption of the LRWWMP will not itself affect any land use on nearby or adjacent properties, however, the potential impacts from the Plan’s programs and projects are currently unknown. Specific projects that are subject to environmental review will be evaluated for individual land uses prior to implementation. b. Has the project site been used as working farmlands or working forest lands? If so, describe. How much agricultural or forest land of long-term commercial significance will be converted to other uses as a result of the proposal, if any? If resource lands have not been designated, how many acres in farmland or forest land tax status will be converted to nonfarm or nonforest use? In the past, the City contained working farmlands as a small part of the economic base. Adoption of the LRWWMP will not itself convert any agricultural or forest land. Specific projects that are subject to environmental review will be evaluated for effects to working farm or forest land prior to implementation. 1) Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access, the application of pesticides, tilling, and harvesting? If so, how: N/A, non-project action. Adoption of the LRWWMP will not itself affect or be affected by surrounding working farm or forest land, however, the potential impacts from the Plan’s programs and projects are currently unknown. Specific projects that are subject to environmental review will be evaluated for affects by or affects to working farm or forest land prior to implementation. c. Describe any structures on the site. There are many types of structures in the sewer service area including: industrial, commercial, residential, schools, hotels, and other common structures. d. Will any structures be demolished? If so, what? N/A, non-project action. Adoption of the LRWWMP will not itself demolish any structures, however, the potential impacts from the Plan’s programs and projects are currently unknown. Specific projects that are subject to environmental review will be evaluated for planned demolition prior to implementation. AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 13 of 22 e. What is the current zoning classification of the site? The sewer service area encompasses a wide variety of zoning classifications including: resource conservation, residential, commercial, urban, and industrial areas. f. What is the current comprehensive plan designation of the site? The sewer service area encompasses multiple comprehensive plan land use designations including: residential low density, residential medium density, residential high density, commercial & mixed use, commercial office residential, and employment area. g. If applicable, what is the current shoreline master program designation of the site? The sewer service area encompasses multiple areas classified with shoreline designations including: natural, urban conservancy, single family residential, shoreline high-intensity, shoreline isolated high-intensity, and aquatic environments. Specific projects recommended by the Plan will be required to comply with the City’s Shoreline Master Program. h. Has any part of the site been classified as a critical area by the city or county? If so, specify. The sewer service area encompasses multiple areas classified as critical areas. These include: flood hazard areas, seismic hazard areas, steep slopes, habitat conservation areas, streams, lakes, wellhead protection areas, and wetlands. i. Approximately how many people would reside or work in the completed project? The City’s sewer system provided service to a full time residential and commercial population of approximately 113,792 in 2012, and is estimated to increase to 219,014 by 2040. j. Approximately how many people would the completed project displace? N/A, non-project action. Adoption of the LRWWMP will not itself displace any people. The potential impacts from the Plan’s programs and projects are currently unknown, however, it is unlikely any project would lead to displacement. Specific projects that are subject to environmental review will be evaluated for displacement prior to implementation. k. Proposed measures to avoid or reduce displacement impacts, if any: AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 14 of 22 N/A, non-project action. Specific projects that are subject to environmental review will be evaluated for displacement prior to implementation. L. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The City of Renton Long Range Wastewater Management Plan is written in accordance with all existing local, county, and state regulations including the City’s Comprehensive Plan. m. Proposed measures to reduce or control impacts to agricultural and forest lands of long-term commercial significance, if any: N/A, non-project action. Specific projects that are subject to environmental review will be evaluated for potential impacts to agricultural and forest lands, and their corresponding preservation or enhancement measures, prior to implementation. 9. Housing [help] a. Approximately how many units would be provided, if any? Indicate whether high, mid- dle, or low-income housing. N/A, non-project action. The adoption of the LRWWMP and its corresponding programs and projects are not intended to provide housing units. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. N/A, non-project action. The adoption of the LRWWMP and its corresponding programs and projects are not intended to provide housing units. c. Proposed measures to reduce or control housing impacts, if any: N/A, non-project action. The adoption of the LRWWMP and its corresponding programs and projects are not intended to provide housing units. 10. Aesthetics [help] a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? N/A, non-project action. Adoption of the LRWWMP will not itself result in a structure. Specific projects that are subject to environmental review will be evaluated for structure height and material prior to implementation. b. What views in the immediate vicinity would be altered or obstructed? AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 15 of 22 N/A, non-project action. Specific projects that are subject to environmental review will be evaluated for view alteration or obstruction prior to implementation. c. Proposed measures to reduce or control aesthetic impacts, if any: N/A, non-project action. Specific projects that are subject to environmental review will be evaluated for their potential aesthetic impacts and corresponding mitigation measures prior to implementation. 11. Light and Glare [help] a. What type of light or glare will the proposal produce? What time of day would it mainly occur? N/A, non-project action. Adoption of the LRWWMP will not itself result in light or glare. Specific projects that are subject to environmental review will be evaluated for potential light or glare prior to implementation. b. Could light or glare from the finished project be a safety hazard or interfere with views? N/A, non-project action. Adoption of the LRWWMP will not itself result in light or glare. Specific projects that are subject to environmental review will be evaluated for potential light or glare prior to implementation. c. What existing off-site sources of light or glare may affect your proposal? N/A, non-project action. Adoption of the LRWWMP itself will not be affected by existing off-site sources of light or glare. Specific projects that are subject to environmental review will be evaluated for existing off-site light or glare prior to implementation. d. Proposed measures to reduce or control light and glare impacts, if any: N/A, non-project action. Adoption of the LRWWMP itself will not be affected by existing off-site sources of light or glare. Specific projects that are subject to environmental review will be evaluated for their potential light impacts and corresponding mitigation measures prior to implementation. 12. Recreation [help] a. What designated and informal recreational opportunities are in the immediate vicinity? Within and near the sewer service area are numerous parks and recreational opportunities, including Maplewood Golf Course. There are also streams and rivers within the water service area that provide recreational opportunities. AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 16 of 22 b. Would the proposed project displace any existing recreational uses? If so, describe. N/A, non-project action. Adoption of the LRWWMP will not itself displace any recreational uses. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: N/A, non-project action. Specific projects that are subject to environmental review will be evaluated for their impacts on recreation and corresponding mitigation measures prior to implementation. 13. Historic and cultural preservation [help] a. Are there any buildings, structures, or sites, located on or near the site that are over 45 years old listed in or eligible for listing in national, state, or local preservation registers ? If so, specifically describe. N/A, non-project action. Adoption of the LRWWMP will not itself involve any historical buildings or sites. Specific projects that are subject to environmental review will be evaluated for their proximity to historical buildings or sites prior to implementation. b. Are there any landmarks, features, or other evidence of Indian or historic use or occupation? This may include human burials or old cemeteries. Are there any material evidence, artifacts, or areas of cultural importance on or near the site? Please list any professional studies conducted at the site to identify such resources. N/A, non-project action. Adoption of the LRWWMP will not itself involve any cultural resources. Specific projects that are subject to environmental review will be evaluated for their proximity to cultural resources prior to implementation. c. Describe the methods used to assess the potential impacts to cultural and historic resources on or near the project site. Examples include consultation with tribes and the department of archeology and historic preservation, archaeological surveys, historic maps, GIS data, etc. N/A, non-project action. Specific projects that are subject to environmental review will be evaluated for their impacts on historic sites and cultural resources on or near the project site. d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and disturbance to resources. Please include plans for the above and any permits that may be required. N/A, non-project action. Specific projects that are subject to environmental review will be evaluated for their impacts on historic and cultural resources and corresponding mitigation measures prior to implementation. AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 17 of 22 14. Transportation [help] a. Identify public streets and highways serving the site or affected geographic area and describe proposed access to the existing street system. Show on site plans, if any. Many streets and highways serve the Sewer System Plan area. Major highways passing through the city include: Interstate 405 and State Routes 167, 169, 515 and 900. Major arterials providing access to and from the city include Rainier Avenue, Benson Road, Carr Road, and Duvall Avenue. b. Is the site or affected geographic area currently served by public transit? If so, generally describe. If not, what is the approximate distance to the nearest transit stop? Public transportation within the City includes bus and train services provided by Sound Transit and King County Metro. Specific projects that are subject to environmental review will be evaluated for their proximity to public transit prior to implementation. c. How many additional parking spaces would the completed project or non-project proposal have? How many would the project or proposal eliminate? N/A, non-project action. Adoption of the LRWWMP will not itself impact any parking features. Specific projects that are subject to environmental review will be evaluated for their impacts to parking spaces and corresponding mitigation measures prior to implementation. d. Will the proposal require any new or improvements to existing roads, streets, pedestrian, bicycle or state transportation facilities, not including driveways? If so, generally describe (indicate whether public or private). N/A, non-project action. Adoption of the LRWWMP will not itself require any new or improved transportation features. Specific projects that are subject to environmental review will be evaluated for their impacts to transportation prior to implementation. e. Will the project or proposal use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. N/A, non-project action. The Plan’s programs and projects may occur in the immediate vicinity of water, rail, or air transportation. Specific projects that are subject to environmental review will be evaluated for transportation prior to implementation. f. How many vehicular trips per day would be generated by the completed project or proposal? If known, indicate when peak volumes would occur and what percentage of the volume would be trucks (such as commercial and nonpassenger vehicles). What data or transportation models were used to make these estimates? AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 18 of 22 N/A, non-project action. Adoption of the LRWWMP will not itself affect the amount of vehicular trips per day in the area, however, the potential impacts from the Plan’s programs and projects are currently unknown. Specific projects that are subject to environmental review will be evaluated for effects to transportation prior to implementation. g. Will the proposal interfere with, affect or be affected by the movement of agricultural and forest products on roads or streets in the area? If so, generally describe. N/A, non-project action. The potential impacts from the Plan’s programs and projects are currently unknown, however, it is unlikely any project would affect or be affected by the movement of agricultural or forest products. Specific projects that are subject to environmental review will be evaluated for the movement of products prior to implementation. h. Proposed measures to reduce or control transportation impacts, if any: N/A, non-project action. Specific projects that are subject to environmental review will be evaluated for their impacts on transportation and corresponding mitigation measures prior to implementation. 15. Public Services [help] a. Would the project result in an increased need for public services (for example: fire protection, police protection, public transit, health care, schools, other)? If so, generally describe. N/A, non-project action. The potential impacts from the Plan’s programs and projects are currently unknown, however, it is unlikely any project would increase the need for public services. Specific projects that are subject to environmental review will be evaluated for public service needs prior to implementation. b. Proposed measures to reduce or control direct impacts on public services, if any. N/A, non-project action. Specific projects that are subject to environmental review will be evaluated for their impacts on public services and corresponding mitigation measures prior to implementation. 16. Utilities [help] a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other ___________ AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 19 of 22 b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. The recommended repairs, replacements, improvements, or extensions to infrastructure in the LRWWMP are required to meet the level of service criteria set forth by local, county, and state governments. The infrastructure includes lift stations, sewer mains, and related appurtenances. Each specific recommended project, subject to environmental review, will be evaluated for its impacts prior to implementation. C. Signature [HELP] The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: ___________________________________________________ Name of signee ___Ann Fowler____________________________ _________ Position and Agency/Organization CIP Project Manager/ City of Renton ______ Date Submitted: April 29, 2021 D. Supplemental sheet for nonproject actions [HELP] (IT IS NOT NECESSARY to use this sheet for project actions) Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water; emissions to air; pro- duction, storage, or release of toxic or hazardous substances; or production of noise? The Long Range Wastewater Management Plan will not itself increase discharge to water, emissions to air, hazardous substances, or production of noise, however, the Plan’s programs and projects have the potential for these effects. For example, projects recommended by the Plan that require construction may result in exhaust emissions, dust, and noise from construction equipment as well as temporary storage of hazardous materials. All hazardous materials storage within the Aquifer Protection Area will be required to comply with the Aquifer Protection Code in order to prevent contamination of the City’s main drinking water source. Specific projects that are subject to environmental review will be evaluated for potential impacts and corresponding mitigation measures prior to implementation. AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 20 of 22 Proposed measures to avoid or reduce such increases are: For the LRWWMP adoption, there are no specific measures planned to reduce these impacts. Best management practices will be used to minimize impacts, in accordance with local, state, and federal laws, during the planning and construction of any applicable projects. Proposed projects will be reviewed and addressed on an individual basis by appropriate agencies prior to implementation. 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Adoption of the LRWWMP will not itself result in direct effects to plants, animals, fish, or marine life. It is not anticipated that any of the proposed projects within the Plan will have an impact upon vegetation or wildlife, however, there is potential for impacts to occur during construction efforts. Specific projects that are subject to environmental review will be evaluated for potential impacts to vegetation and wildlife and corresponding mitigation measures prior to implementation. Proposed measures to protect or conserve plants, animals, fish, or marine life are: Specific projects that are subject to environmental review will be evaluated for their potential impact to plants, animals, fish, and marine life. Potential impacts will be reported with corresponding mitigation measures to protect or conserve vegetation and wildlife. Proposed projects and mitigation measures will be reviewed and addressed on an individual basis by appropriate agencies prior to implementation. 3. How would the proposal be likely to deplete energy or natural resources? Adoption of the LRWWMP will not itself result in the direct depletion of energy or natural resources. It is not anticipated that any of the proposed projects within the Plan will have a strong impact on energy or natural resources, however, some projects may require the use of energy resources. For example, the running or testing of water system facilities uses electricity and construction projects require fuel for equipment operation and delivery of materials. Specific projects that are subject to environmental review will be evaluated for potential impacts to energy resources and corresponding mitigation measures prior to implementation. Proposed measures to protect or conserve energy and natural resources are: For the LRWWMP adoption, best management practices will be used to minimize energy usage. For example, the sewer utility maximizes the potential for gravity flow in the sewer system whenever possible. Programs and projects proposed in the LRWWMP may also result in energy conservation features such as improvements to lift stations and strategies to increase system efficiency. Best management practices will be used in the design, construction and operations of the infrastructure proposed by the Plan, in accordance with local, state, and federal laws, during the planning and construction of any applicable projects. Proposed projects will be reviewed and addressed on an individual basis for energy and natural resources impacts by appropriate agencies prior to implementation. AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 21 of 22 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains, or prime farmlands? Adoption of the LRWWMP will not itself result in direct effects to environmentally sensitive areas or areas designated for governmental protection, however, there is potential for the Plan’s programs and projects to occur in the immediate vicinity of sensitive areas. The potential impacts from these actions are currently unknown. Specific projects that are subject to environmental review will be evaluated for potential impacts and corresponding mitigation measures prior to implementation. Proposed measures to protect such resources or to avoid or reduce impacts are: Specific projects that are subject to environmental review will be evaluated by the appropriate agencies for their potential impact and corresponding mitigation measures prior to implementation. All such projects will be required to comply with applicable local, state, and federal guidelines and regulations regarding environmental protection. 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Adoption of the LRWWMP will not itself result in direct effects to land and shoreline use and will not allow or encourage land or shoreline uses incompatible with existing plans. Specific projects that are subject to environmental review will be evaluated for land and shoreline use prior to implementation. Proposed measures to avoid or reduce shoreline and land use impacts are: The LRWWMP is designed to support City land use plans, including adhering to the guidelines set by the state Growth Management Act. All such projects will be required to comply with applicable local, state, and federal guidelines and regulations regarding shoreline and land use. Proposed projects will be reviewed and addressed on an individual basis by appropriate agencies prior to implementation. 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Adoption of the LRWWMP will not increase the demand for transportation, public services, or utilities. The Plan itself is partly in response to population growth and increased demands on the sewer utility. Sewer demand projections are included in Chapter 4 of the 2021 City of Renton Long Range Wastewater Management Plan. AGENDA ITEM #6. o) SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 22 of 22 Proposed measures to reduce or respond to such demand(s) are: The proposed LRWWMP was developed, in part, as a response to increased demands on the City’s sewer utility system. 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. The 2021 City of Renton Long Range Wastewater Management Plan does not conflict with any known local, state, or federal environmental laws or requirements. Specific projects that are subject to environmental review will be evaluated for adherence to environmental laws or requirements prior to implementation. AGENDA ITEM #6. o) DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT Planning Division 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200, ext. 2 www.rentonwa.gov OF ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE (DNS) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION DNS: THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. DATE OF NOTICE OF ENVIRONMENTAL DETERMINATION: June 17, 2021 PROJECT NAME/NUMBER: PR21-000001 Long Range Wastewater Management Plan Environmental Review / LUA21-000116, ECF PROJECT LOCATION: Citywide APPLICANT/PROJECT CONTACT PERSON: Ann Fowler, City of Renton / 1055 S Grady Way, Renton, WA 98057 / afowler@rentonwa.gov LOCATION WHERE APPLICATION MAY BE REVIEWED: Applicant documents are available online through the City of Renton Document Center website. See also https://cutt.ly/knhndiq PROJECT DESCRIPTION: The applicant, the City of Renton Public Works Department, is requesting SEPA Environmental Review for the City of Renton 2021 Long Range Wastewater Management Plan. The subject plan will reviewed as a non-project action, as defined by Section 197-11-774 in the Washington Administrative Code. The plan primarily serves as an update to the City of Renton’s 2010 Long Range Wastewater Management Plan and was developed collaboratively by City staff and Carollo Engineers, Inc. (Carollo), including ADS Environmental Services LLC as part of the Carollo team. The plan addresses policies, criteria, assumptions, and recommendations regarding the Wastewater Management of the City’s planning area with consideration to population growth and increased demands on the sewer utility. The plan will be used as a guide in maintaining and improving the water system in the short-term over the next 10 years. It also provides a planning framework for the 20-year, long-term planning horizon. The primary purpose of this plan is to identify capacity deficiencies in the wastewater collection system, develop feasible alternatives to correct these deficiencies, and plan the infrastructure that will serve future development by addressing facility reliability, public health, groundwater and environmental protection, operation and maintenance, and financing issues. Maintaining a current Plan is required to meet the regulations of the Washington State Department of Health (DOH) and the requirements of the Washington State Growth Management A ct. The plan also contains estimated timeframes, which are the intended framework for future funding decisions. The applicant submitted an Environmental (SEPA) Checklist with the application. Per WAC197-11-340(2)(c) any person, affected tribe, or agency may submit comments to the City within fourteen days of the date of issuance of the DNS. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on July 1, 2021. Appeals to the Examiner are governed by RMC 4-8-110 and more information regarding the appeal process may be obtained from the Renton City Clerk’s Office, (425) 430-6510. Due to Governor Jay Inslee’s Proclamation 20-25 (“Stay Home, Stay Healthy”), the City Clerk’s Office is working remotely. For that reason, appeals must be submitted electronically to the City Clerk at cityclerk@rentonwa.gov. The appeal fee, normally due at the time an appeal is submitted, will be collected at a future date. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and additional information regarding the appeal process may be obtained from the City Clerk’s Office, cityclerk@rentonwa.gov. If the situation changes such that the City Clerk’s Office is open when you file your appeal, you have the option of filing the appeal in person. CONTACT PERSON: Brittany Gillia, Assistant Planner; Tel: (425) 430-7246; Email: bgillia@rentonwa.gov NOTICE AGENDA ITEM #6. o) DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT SIGNATURES: Martin Pastucha, Administrator Public Works, Chair Date Anjela Barton, Fire Marshal Renton Regional Fire Authority Date Kelly Beymer, Administrator Community Services Department Date Chip Vincent, Administrator Date Community and Economic Development ENVIRONMENTAL (SEPA) DETERMINATION OF NON-SIGNIFICANCE (DNS) PROJECT NUMBER: PR21-000001/LUA21-000116, ECF APPLICANT: Ann Fowler, City of Renton / 1055 S Grady Way, Renton, WA 98057 / afowler@rentonwa.gov PROJECT NAME: Long Range Wastewater Management Plan Environmental Review PROJECT DESCRIPTION: The applicant, the City of Renton Public Works Department, is requesting SEPA Environmental Review for the City of Renton 2021 Long Range Wastewater Management Plan. The subject plan will reviewed as a non-project action, as defined by Section 197-11-774 in the Washington Administrative Code. The plan primarily serves as an update to the City of Renton’s 2010 Long Range Wastewater Management Plan and was developed collaboratively by City staff and Carollo Engineers, Inc. (Carollo), including ADS Environmental Services LLC as part of the Carollo team. The plan addresses policies, criteria, assumptions, and recommendations regarding the Wastewater Management of the City’s planning area with consideration to population growth and increased demands on the sewer utility. The plan will be used as a guide in maintaining and improving the water system in the short -term over the next 10 years. It also provides a planning framework for the 20-year, long-term planning horizon. The primary purpose of this plan is to identify capacity deficiencies in the wastewater collection system, develop feasible alternatives to correct these deficiencies, and plan the infrastructure that will serve future development by addressing facility reliability, public health, groundwater and environmental protection, operation and maintenance, and financing issues. Maintaining a current Plan is required to meet the regulations of the Washington State Department of Health (DOH) and the requirements of the Washington State Growth Management Act. The plan also contains estimated timeframes, which are the intended framework for future funding decisions. The applicant submitted an Environmental (SEPA) Checklist with the application. PROJECT LOCATION: Citywide LEAD AGENCY: City of Renton Environmental Review Committee Department of Community & Economic Development The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). This Determination of Non-Significance is issued under WAC 197-11-340. Because other agencies of jurisdiction may be involved, the lead agency will not act on this proposal for fourteen (14) days. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on July 1, 2021. Due to Governor Jay Inslee’s Proclamation 20-25 (“Stay Home, Stay Healthy”), the City Clerk’s Office is working remotely. For that reason, appeals must be submitted electronically to the City Clerk at cityclerk@rentonwa.gov. The appeal fee, normally due at the time an appeal is submitted, will be collected at a future date. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and additional information regarding the appeal process may be obtained from the City Clerk’s DocuSign Envelope ID: F3AF94AC-B4FB-4986-A7DB-8D55B0D43273 6/17/2021 | 2:16 PM PDT 6/17/2021 | 10:54 AM PDT6/17/2021 | 10:45 AM PDT AGENDA ITEM #6. o) DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Office, cityclerk@rentonwa.gov. If the situation changes such that the City Clerk’s Office is open when you file your appeal, you have the option of filing the appeal in person. DATE OF DECISION: June 17, 2021 DocuSign Envelope ID: F3AF94AC-B4FB-4986-A7DB-8D55B0D43273 AGENDA ITEM #6. o) AGENDA ITEM #6. o) APPENDICES | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 Appendix B AGENCY COMMENT LETTERS AND RESPONSES AGENDA ITEM #6. o) AGENDA ITEM #6. o) Project Name:Long Range Wastewater Management Plan Client:City of Renton Date Last Updated:9/7/2021 Comment No. Section/Page Comment By Comment Response Change to Plan Reference Docs Person Responsible Status of Change 1 UTRC With such a large document, it would be helpful to have the table of contents be live linked, or for there to be navigation options in the PDF. Many of the boundaries are identified using dashed lines with large gaps, making it very hard to see outlines in areas of complex topology. Recommend using solid lines or smaller dashes to demarcate boundaries. Breakout maps or inset maps may be helpful in areas of dense feature/data concentration. Thank you for the comment, we think the links were dropped in the file transfer. No change to Plan.Complete General AGENDA ITEM #6. o) AGENDA ITEM #6. o) Project Name:Long Range Wastewater Management Plan Client:City of Renton Date Last Updated:9/7/2021 Comment No. Section/Page Comment By Comment Response Change to Plan Reference Docs Person Responsible Status of Change 1 Figure ES.1 Ecology The map of the existing system shows several (about 2 dozen) pump stations labeled as "King County". This is not consistent with information Ecology has about King County's wastewater infrastructure in the area, which identifies no wastewater pump stations owned or operated by King County Wastewater Treatment Division. Please clarify the ownership of these pump stations. This was a mis-label in GIS. Renton's PS are now included on the map. Include updated Figure in Final Plan to show Renton only PSs.Complete Executive Summary AGENDA ITEM #6. o) AGENDA ITEM #6. o) Project Name:Long Range Wastewater Management Plan Client:City of Renton Date Last Updated:10/13/2021 Comment No. Section/Page Comment By Comment Response Change to Plan Reference Docs Person Responsible Status of Change 1 1.4/Page 1-2 and 1-5 Ecology The regulatory requirements listed under Ecology's authority in this section are incomplete. The following are missing: Consideration of Reclaimed Water (RCW 90.48.112) and consideration of water conservation measures (RCW 90.48.495). Both requirements generally relate to necessary coordination between the general sewer plan and the city's water system plan. In addition, RCW 90.46.120 requires Water System Planning under DOH's authority to evaluate opportunities for using reclaimed water in coordination with evaluations done in a general sewer plan submitted under RCW 90.48.110. Sections will be added to comply with Ecology. Text on page 1-2 and 1-5 will be updated.Complete 2 Table 1.1/Page 1-5 Ecology The table indicated that "discussion of the provision for treatment, discharge, and reuse" was "not included" because the service is performed by King County. This is not an appropriate claim. The general sewer plan must address the requirement of WAC 173-240-050(3)(h), which requires "A statement regarding provisions for treatment and discussion of the adequacy of the treatment." Although Ecology recognizes that the City does not own and operate a sewage treatment facility, it must still demonstrate in the general sewer plan the adequacy of treatment for all wastewater generated during the planning period. The plan must include sufficient discussion necessary to demonstrate that the city's agreements with King County will provide adequate treatment throughout the planning period. Please identify the capacity available to the city at the King County facilities for treatment and identify whether any agreements contain capacity constraints that may limit or otherwise constrain the city's ability to provide sewer service. Agreement with King County will be added to the Appendicies. Text will be revised as needed. Ann to find KC Service Agreement for Renton. Para/Text that KC Will provide all service to Renton. Complete Chapter 1 - Introduction AGENDA ITEM #6. o) AGENDA ITEM #6. o) Project Name:Long Range Wastewater Management Plan Client:City of Renton Date Last Updated:2/28/2021 Comment No. Section/Page Comment By Comment Response Change to Plan Reference Docs Person Responsible Status of Change 1 Page 2-2/Table 2.1 Ecology (Same comment as ES 1) The map of the existing system shows several (about 2 dozen) pump stations labeled as "King County". This is not consistent with information Ecology has about King County's wastewater infrastructure in the area, which identifies no wastewater pump stations owned or operated by King County Wastewater Treatment Division. Please clarify the ownership of these pump stations. This was a mis-label in GIS. Renton's PS are now included on the map. Include updated Figure in Final Plan to show Renton only PSs.Complete 2 Pages 2-13 - 2-17/ 2.5 and Table 2.2 Ecology The text on these pages identify lift stations that appear to be equipped with overflows, but does not provide much detail about the overflows. Section 2.5.17 states that the Shy Creek lift station overflows to secondary wet well with third pump. In addition, sections on the Stonegate lift station (2.5.17) and Wedgewood lift station (2.5.19) also discuss overflow vaults. Finally, Table 2.2 shows a third "flow transfer" pump at the following pump stations, but there is no discussion in 2.5 about possible overflow vaults: Baxter, Cottonwood, East Valley. Please expand discussions in these sections to better describe the use of these "overflows", including the frequency of use and routing of flow to and from any storage related to these overflows. The text seems to suggest that these systems are designed to contain flow and not allow for overflows to the environment. However, further details are necessary to verify this assumption and to better understand how the city uses this strategy. Text and table to be updated with additional information. Specifics on the infrastructure to prevent overflows in both text and Table have been updated. Complete Page 2-19 to 2-21 / 2.6 and Figure 2.4 Ecology While the overall discussion of the water system is generally appropriate, the section should include additional information related to the following topics: discussion of water conservation measures and how they impact the city's sewer systems (see RCW 90.48.495) and coordination between water system planning and general sewer planning related to reclaimed water (see RCW 90.48.112 and RCW 90.46.120). Ecology also recommends including a map that shows the relationship between existing unsewerd areas and wellhead protection areas. Plan updated to include additional information regarding water system coordination.Text updated and map of well head protection area included.Complete Chapter 2 - Overview of Existing Sewer System AGENDA ITEM #6. o) AGENDA ITEM #6. o) Project Name:Long Range Wastewater Management Plan Client:City of Renton Date Last Updated:2/28/2022 Comment No. Section/Page Comment By Comment Response Change to Plan Reference Docs Person Responsible Status of Change 1 3.3.2 / Page 3-2 Ecology The third bullet in this section references "private sewerage disposal systems". Please add clarity about the types of facilities the city considers "private sewerage disposal systems". How does the city's definition and allowance for private sewers align with the requirement of public ownership of domestic sewage facilities in WAC 173-240-104? The definition of a private sewerage disposal system is the side sewer from building to main.No change to Plan.Complete 2 3.7.2 / Page 3-9 Ecology Related to comment above, the third to last bullet on page 3-9 talks about "private multi family and single family pump stations" and references city standards/code. While the city code (RMC 4-6- 040.F.6) talks about private lift stations for commercial and multi-family buildings, it does not provide much clarity beyond requiring " alarm and standby emergency operation systems, and meet or exceed Department of Ecology specifications as detailed in “Criteria for Sewage Works Design”". In addition, although the code (RMC 4-6-040.G.5) states that sewage from building drains "shall be lifted by approved artificial means and discharged to the building sewer" when gravity discharge is not possible, the code contains no standards for this type of connection. Please verify whether the city has specific design standard for these lift stations. Also, as discussed above, clarify how the city's code ensures compliance with the public ownership requirement in WAC 173-240-104. The City provides development guidelines for the pump stations and review during buidling permit approval. The City is working to develop design standards. Development handout referenced in Section 3.7.2 and included in the appendix. Complete Chapter 3 - Operational Policies and Criteria AGENDA ITEM #6. o) AGENDA ITEM #6. o) Project Name:Long Range Wastewater Management Plan Client:City of Renton Date Last Updated:2/28/2022 Comment No. Section/Page Comment By Comment Response Change to Plan Reference Docs Person Responsible Status of Change Chapter 3 - Operational Policies and Criteria 3 3.5 and 3.5.2 UTRC Section 3.5 (Service Area and Extension Objectives) states: Ensure the availability of an adequate level of sanitary sewer service to areas annexing to the City or areas within the City’s Potential Annexation Area (PAA). But then immediately thereafter in 3.5.2 (Implementation) states: Sanitary sewer service to properties outside the City’s corporate limits will not be permitted except under the following conditions: One of the conditions of 3.5.2 should be that the subject area is a PAA within the UGA. To add confusion, UTRC staff recently received a Certificate of Sewer Availability for a proposed subdivision at 14310 SE 140th St, in the PAA. The certificate states that “The City has no plans to extend sanitary sewer within this portion of our sewer service are[a] within the next 20 years.” In fact, the plan doesn’t show appear to show any extension of service into the PAAs, despite Policy 3.5 above. Please clarify. The City intends to serve all areas in the City Limits and Potential Annexation Areas. The extension of the City's system may be required by the developer. The City Code is being reviewed to align with this intention. No change to Plan.Complete 4 Page 3-6 UTRC In the UGA all new development shall be served by public sewers, unless application of this policy to a proposal for a single-family residence on an individual lot would deny all reasonable use of the property; or sewer service is not available for a proposed short subdivision of urban property in a timely or reasonable manner as determined by the Utility Technical Review Committee. These onsite system shall be managed by one of the following entities, in order or preference, the sewer utility whose service area encompasses the proposed short subdivision, the provider most likely to serve the area, or an Onsite Sewage System Maintainer certified by the Public Health – Seattle & KC (2018 King County Comprehensive Plan, Policy F-255) “These onsite system…” should read “These onsite systems…” “Utility Technical Review Committee” should read “King County Utility Technical Review Committee” Does the City manage on-site systems? KC Permitting has an application in for a short plat right now that may need on-site instead of sewer. Text edits will be incorporated, as follows: In the UGA all new development shall be served by public sewers, unless application of this policy to a proposal for a single-family residence on an individual lot would deny all reasonable use of the property; or sewer service is not available for a proposed short subdivision of urban property in a timely or reasonable manner as determined by the King County Utility Technical Review Committee. These onsite systems shall be managed by the property owner that can consider an Onsite Sewage System Maintainer certified by the Public Health – Seattle & KC. Text updated on page 3-6.Complete AGENDA ITEM #6. o) AGENDA ITEM #6. o) Project Name:Long Range Wastewater Management Plan Client:City of Renton Date Last Updated:7/7/2022 Comment No. Section/Page Comment By Comment Response Change to Plan Reference Docs Person Responsible Status of Change 1 4.4.5 / Page 4-16 Ecology The final sentence in this section states that the city has seven adjoining sewer utilities, but the subsections that follow (as well as Figure 4.2) list only six. While the section discusses KC regional wastewater, Ecology does not view the county as an "adjoining sewer utility" since it is a wholesale sewer service provider that receives wastewater from the city's planning area. Text in Section 4.4.5 updated. Text in Section 4.4.5 updated to change "adjoining" to "neighboring utilities"Complete 2 4.4.5.9 / Page 4-18 Ecology RCW 90.48.112 requires general sewer plans to "include consideration of opportunities for the use of reclaimed water". The Reclaimed Water Use Law (RCW 90.46) also requires coordination between wastewater system and water system plans in the evaluation of opportunities to use reclaimed water. While this general sewer plan discusses the city's work with King County and other stakeholders in reclaimed water comprehensive planning, it does not provide much detail on the status of these efforts. It also does not discuss steps the city has taken to ensure coordination between this general sewer plan and its water system plan on the topic of reclaimed water use. Please expand the discussion to address these topics. Reclaimed Water Opportunities will be consistent with City's Water System Plan. Text will be updated. Text updated consistent with City's Water System Plan. Complete Chapter 4 - Planning Considerations AGENDA ITEM #6. o) AGENDA ITEM #6. o) Project Name:Long Range Wastewater Management Plan Client:City of Renton Date Last Updated:7/7/2022 Comment No. Section/Page Comment By Comment Response Change to Plan Reference Docs Person Responsible Status of Change Chapter 4 - Planning Considerations 3 Figure 4.2 Soos Creek It appears there may be a discrepancy in the service area between the City and District. See attached markup of Figure 7-2 from the District Sewer Comprehensive Plan. This area, while outside the District's Sewer Corporate Boundary, it is within the District's Sewer Planning Boundary and is currently served by the District. Additionally, in order to confirm that both the City and District's sewer service areas align, we request the City share its GIS sharefile so it can be overlaid with the District's boundary to avoid any future conflict. Boundary investigated and is correct in the Plan. Information has been sent to Soos Creek for review. No change to Plan.Complete 4 4.4.5 / Page 4-16 Soos Creek It appears there is an agreement missing from the list, CAG-91-083, Arden #2-08, that amended the 1991 Agreement. Please see attached copy that was executed in 2008. Additionally, the transfer of service boundaries needs to be reviewed and revised as necessary per the Exhibits A and B of the attached Agreement. Agreement to be added to Appendix and update text. Agreement to be added to Appendix and update text. Complete 5 Figure 4.1 UTRC That which is called the urban growth boundary is incorrect. The growth boundary is a much larger area surrounding the developed areas of King County. You’re showing Renton Corporate Limits plus the Potential Annexation Areas, which is not the same this as the King County designated UGA. In the figure below, the red line represents the extent of the Urban Growth Area, and the shaded green areas are Potential Annexation Areas in unincorporated King County adjacent to Renton. Section 4.3.2 explains this correctly. Thank you for the comment. Figure updated. UGA has been changed to PAA in Figure 4.1 and text updated. Complete 6 Figure 4-3 UTRC Figure 4-3 Wastewater Service Boundary line typology is very hard to see in certain areas. Recommend smaller dash size and different color. Thanks for the comment.Figure has been updated. Complete AGENDA ITEM #6. o) AGENDA ITEM #6. o) Project Name:Long Range Wastewater Management Plan Client:City of Renton Date Last Updated:7/7/2022 Comment No. Section/Page Comment By Comment Response Change to Plan Reference Docs Person Responsible Status of Change Chapter 4 - Planning Considerations 7 4.4.4.1 UTRC All of the service area in unincorporated KC is designated “urban”, with the exception of the service to Apollo Elementary School just east of the urban growth areas (UGAs). UGAs are intended to develop at urban densities and with urban service levels. This should read: ….just east of the Urban Growth Area (UGA). Land within the UGA is intended to develop at urban densities and with urban service levels. Section 4.4.4.1 updated. Section 4.4.4.1 updated. Complete 8 4.4.4.1 UTRC Immediately below, this plan makes reference to community plans which are out of date and no longer active: Unincorporated areas of KC are divided into community planning areas, each with a community plan. For the purposes of the LRWWMP, community plans were based on those adopted as part of the 2012 King County Comprehensive Plan. Where conflicts or inconsistencies between the policies of the community plans and KC’s Comprehensive Plan occur, the Comprehensive Plan takes precedence. Three community plans, Soos Creek, West Hill, and Newcastle, cover most of the unincorporated areas within the study area of this LRWWMP.Section 4.4.4.1 updated. Section 4.4.4.1 updated. Complete AGENDA ITEM #6. o) AGENDA ITEM #6. o) Project Name:Long Range Wastewater Management Plan Client:City of Renton Date Last Updated:10/13/2021 Comment No. Section/Page Comment By Comment Response Change to Plan Reference Docs Person Responsible Status of Change 1 5.2.5 / Page 5-3 Ecology The second paragraph of this section states that "several industries within the city have obtained [NPDES] permits". This statement is not accurate for the context of this section of the general sewer plan. The section appears to address the requirement of WAC 173-240-050(3)(i), which requires a "List of all establishments producing industrial wastewater, the quantity of wastewater and periods of production, and the character of the industrial wastewater insofar as it may affect the sewer system or treatment plant." While the facilities shown in Table 5.1 may have received coverage under a general NPDES permit for industrial stormwater, this permit is not administered by King County's Industrial Waste Program. Pretreatment permits issued by King County are State Waste Discharge permits issued under state authority (WAC 173-216). Although the permits are related to federal pretreatment standards, they are not NPDES permits. In addition, King County may issue "discharge authorizations" to industrial facilities that do not require a permit under the federal pretreatment program. These authorizations are generally based on county codes. Section 5.2.5 updated and new table of Industrial Wate Permits included. Section 5.2.5 updated and new table of Industrial Wate Permits included. Complete 2 5.2.5 / Page 5-3 Ecology Please expand this section to include more detail on policies and practices related to coordinating with King County's Industrial Waste Program to ensure industrial facilities receive appropriate pretreatment permitting. Section 5.2.5 updated. Section 5.2.5 updated. Complete 3 Table 5.1 / Page 5-3 Ecology Related to comment above, this table does not provide sufficient information to ensure consistency with WAC 173-240-050(3)(i). Please update the table to address the following: the quantity of wastewater and periods of production, and the character of the industrial wastewater insofar as it may affect the sewer system or treatment plant. Data provided by King County incorporated into Table 5.1.New Table 5.1 Complete Chapter 5 - System Analysis and Results AGENDA ITEM #6. o) AGENDA ITEM #6. o) Project Name:Long Range Wastewater Management Plan Client:City of Renton Date Last Updated:9/7/2021 Comment No.Section/Page Comment By Comment Response Change to Plan Reference Docs Person Responsible Status of Change Chapter 6 - Replacement and Rehabilitation Program AGENDA ITEM #6. o) AGENDA ITEM #6. o) Project Name:Long Range Wastewater Management Plan Client:City of Renton Date Last Updated:7/7/2022 Comment No. Section/Page Comment By Comment Response Change to Plan Reference Docs Person Responsible Status of Change 1 7.9 / Page 7-11 Ecology Please expand the discussion of the city's Overflow Emergency Response Plan. Please include information on the history of SSOs experienced in the system along - particularly with respect to the frequency of SSOs, typical causes, and how the city has used information about SSOs to form its operations and emergency response plans. Please also include information related to procedures for notifying appropriate state and local agencies when SSOs occur. This discussion should include information on how the city responds to overflows that may impact any of the following: surface waters of the state, groundwater in wellhead protection areas, stormwater systems (either under the city's jurisdiction or another local jurisdiction), and areas accessible to the general public. Information related to historical SSO included and Emergency Response Plan referenced. Updated Section 7.9.Complete 2 7.10 / Page 7-11 Ecology Please expand the FOG Source Control section to add in a discussion of the city's policies related to enforcement of it's FOG ordinance. In particular, clarify if there are any requirements for property owners to periodically inspect grease traps or other control devises and whether the city requires submission of these inspection reports. Section will be expanded. Page 7-11 updated.Complete 3 7.18.2 / Page 7-15 Ecology The final sentence of paragraph 2 under "Emergency operations" states that "The City follows all Ecology guidelines for emergency notification procedures". Please add details about how the city uses these guidelines, especially with respect to SSO notifications discussed in comment 13. Emergency Response Plan referrenced. Section 7.18.2 updated. Complete Chapter 7 - Operations and Maintenance AGENDA ITEM #6. o) AGENDA ITEM #6. o) Project Name:Long Range Wastewater Management Plan Client:City of Renton Date Last Updated:9/7/2021 Comment No. Section/Page Comment By Comment Response Change to Plan Reference Docs Person Responsible Status of Change 1 8.4.6 / Page 8-8 Ecology The description of the Kennydale Lake Line Renewal project talks about the potential use of individual lift stations. Please provide more information on how the city envisions the use of individual lift stations in this project. In particular, please describe the design standards the city would use and clarify the ownership/O&M responsibilities for these systems. This project is currently under preliminary design. The design standards are being developed and it is anticipated that the City will both own and maintain the individual lift stations. No change to plan.Complete Chapter 8 - CIP AGENDA ITEM #6. o) AGENDA ITEM #6. o) Project Name:Long Range Wastewater Management Plan Client:City of Renton Date Last Updated:7/7/2022 Comment No. Section/Page Comment By Comment Response Change to Plan Reference Docs Person Responsible Status of Change 1 Table 9.1 / Page 9-1 Ecology Please verify accuracy of the table. It is titled as "water utility monthly rates" rather than wastewater. In addition, the rates are not consistent with the city or county's published rates - both appear to be half of what they should be. Does the accuracy of this table impact any planning calculations presented in this chapter? Table and data source reviewed and changes incorporated in Plan. Table 9.1 is updated.Complete 2 9.3.1 / Page 9-4 Ecology Please verify the table references in this section. Should they cite Table 9.7 instead of 9.6? Table and data source reviewed and changes incorporated in Plan. Text updated. Complete 3 Page 9-1 UTRC The text states that “The SDC allocation based on meter size is shown in Table 9.3.” We assume that you’re basing charges on the property’s associated water meter size, and not installing sewer meters, but please clarify. Yes, assumption is correct. Text will be updated.Page 9-1 udpated.Complete 4 Table 9.8 UTRC In Table 9.8 and the preceding text, it sounds as if this LRWWMP CIP would be underfunded by nearly $1.76 million over the next six years compared to the WRRM revenue-based model. We’re interested in knowing more about the relationship of these two documents and the likelihood of the City being able to financially complete the CIP. The City has fund balance available for next six years of improvements. Per the City budgeting policy, the Utility’s spending is based on a biannual budget approved by the City Council and projects will be adjusted accordingly. No change to plan.Complete Chapter 9 - Financial AGENDA ITEM #6. o) AGENDA ITEM #6. o) Project Name:Long Range Wastewater Management Plan Client:City of Renton Date Last Updated:10/13/2021 Comment No. Section/Page Comment By Comment Response Change to Plan Reference Docs Person Responsible Status of Change 1 Appendix J - Standard Plans and Specifications Ecology Although this appendix includes adequate detail for most collection system projects, it does not include specific details of standards for lift stations, including individual grinder pump facilities. According to WAC 173-240-030, Ecology may waive submission of engineering reports and design documents for sewer system projects when the general sewer plan includes standard design criteria. Based on the material presented in this appendix and throughout the general sewer plan, Ecology cannot provide this waiver for lift station projects. City is evaluating standards for lift stations and future individual grinder pumps. This will be incorporated into future Standard Plans and Specifications and sent to Ecology at that time. No change to Plan. Complete Appendix AGENDA ITEM #6. o) AGENDA ITEM #6. o) Utilities Technical Review Committee Department of Local Services 35030 SE Douglas St #210 Snoqualmie, WA 98065 www.kingcounty.gov City of Renton Draft Long-Range Wastewater Management Plan – Initial Review The City of Renton submitted their draft Long Range Wastewater Management Plan for review by the King County Utilities Technical Review Committee (UTRC). On August 25, 2021, the UTRC held an open public meeting and deliberated the plan content, then directed Staff to issue this comment letter. The UTRC would like to see the following clar ifications and revisions as detailed below. General Notes: With such a large document, it would be helpful to have the table of contents be live linked, or for there to be navigation options in the PDF. Many of the boundaries are identified using dashed lines with large gaps, making it very hard to see outlines in areas of complex topology. Recommend using solid lines or smaller dashes to demarcate boundaries. Breakout maps or inset maps may be helpful in areas of dense feature/data concentration. Section 3.5 (Service Area and Extension Objectives ) states: Ensure the availability of an adequate level of sanitary sewer service to areas annexing to the City or areas within the City’s Potential Annexation Area (PAA). But then immediately thereafter in 3.5.2 (Implementation) states: Sanitary sewer service to properties outside the City’s corporate limits will not be permitted except under the following conditions: One of the conditions of 3.5.2 should be that the subject area is a PAA within the UGA. To add confusion, UTRC staff recently received a Certificate of Sewer Availability for a proposed subdivision at 14310 SE 140th St , in the PAA. The certificate states that “The City has no plans to extend sanitary sewer within this portion of our sewer service are[a] within the next 20 years.” In fact, the plan doesn’t show appear to show any extension of service into the PAAs , despite Policy 3.5 above. Please clarify. Figure 4-1. That which is called the urban growth boundary is incorrect. The growth boundary is a much larger area surrounding the developed areas of King County. You’re showing Renton Corporate Limits AGENDA ITEM #6. o) Page 2 of 4 plus the Potential Annexation Areas, which is not the same this as the King County designated UGA. In the figure below, the red line represents the extent of the Urban Growth Area, and the shaded green areas are Potential Annexation Areas in unincorporated King County adjacent to Renton. Section 4.3.2 explains this correctly. Figure 4-3 Wastewater Service Boundary line typology is very hard to see in certain areas. Recommend smaller dash size and different color. I n Section 4.4.4.1 King County Land Use: All of the service area in unincorporated KC is designated “urban”, with the exception of the service to Apollo Elementary School just east of the urban growth areas (UGAs). UGAs are intended to develop at urban densities and with urban service levels. This should read: ….just east of the Urban Growth Area (UGA). Land within the UGA is intended to develop at urban densities and with urban service levels. Immediately below, this plan makes reference to community plans which are out of date and no longer active: Unincorporated areas of KC are divided into community planning areas, each with a community plan. For the purposes of the LRWWMP, community plans were based on those adopted as part of the 2012 King County Comprehensive Plan. Where conflicts or inconsistencies between the AGENDA ITEM #6. o) Page 3 of 4 policies of the community plans and KC’s Comprehensive Plan occur, the Comprehensive Plan takes precedence. Three community plans, Soos Creek, West Hill, and Newcastle, cover most of the unincorporated areas within the study area of this LRWWMP. King County Comprehensive Plan: Subarea plans - King County Current Community Service Area Former Community Planning Areas Bear Creek / Sammamish Bear Creek, Northshore, East Sammamish Four Creeks / Tiger Mountain Tahoma Raven Heights, Snoqualmie Greater Maple Valley / Cedar River Tahoma Raven Heights, Soos Creek, East King County, Snoqualmie SE King County Enumclaw, Tahoma Raven Heights, East King County, Soos Creek Snoqualmie Valley / NE King County Snoqualmie, East King County, East Sammamish Vashon / Maury Island Vashon West King County (unincorporated) Portions of 10 different Community Planning Areas King County Franchise No. 14056, 2001 - Grants the City the right to construct sewer lines along KC roads . Just as a reminder, expires in 4.5 years. Page 3-6 In the UGA all new development shall be served by public sewers, unless application of this policy to a proposal for a single -family residence on an individual lot would deny all reasonable use of the property; or sewer service is not available for a proposed short subdivision of urban property in a timely or reasonable manner as determined by the Utility Technical Review Committee. These onsite system shall be managed by one of the following entities, in order or preference, the sewer utility whose service area encompasses the proposed short subdivision, the provider most likely to serve the area, or an Onsite Sewage System Maintainer certified by the Public Health – Seattle & KC (2018 King County Comprehe nsive Plan, Policy F-255) “These onsite system…” should read “These onsite systems…” “Utility Technical Review Committee” should read “King County Utility Technical Review Committee” Does the City manage on-site systems? KC Permitting has an application in for a short plat right now that may need on-site instead of sewer. On Page 9-1, the text states that “The SDC allocation based on meter size is shown in Table 9.3.” We assume that you’re basing charges on the property’s associated water meter size, and not installing sewer meters, but please clarify. AGENDA ITEM #6. o) Page 4 of 4 In Table 9.8 and the preceding text, it sounds as if this LRWWMP CIP would be underfunded by nearly $1.76 million over the next six years compared to the WRRM revenue-based model. We’re interested in knowing more about the relationship of these two documents and the likelihood of the City being able to financially complete the CIP. AGENDA ITEM #6. o) DraftReviewed By:Shawn McKone, PEComment Date: 9/1/2021Dwg. Sheet No.SectorSpec. & Page No.Paragraph No.Date Initials1Pages 1-2 and 1-5Sec. 1.4The regulatory requirements listed under Ecology's authority in this section are incomplete. The following are missing: Consideration of Reclaimed Water (RCW 90.48.112) and consideration of water conservation measures (RCW 90.48.495). Both requirements generally relate to necessary coordination between the general sewer plan and the City's water system plan. In addition, RCW 90.46.120 requires Water System Planning under DOH's authority to evaluate opportunities for using reclaimed water in coordination with evaluations done in a general sewer plan submitted under RCW 90.48.110.McKone2Page 1-5Table 1.1 (WAC Plan Requirements)The table indicated that "discussion of the provision for treatment, discharge, and reuse" was "not included" because the service is performed by King County. This is not an appropriate claim. The general sewer plan must address the requirement of WAC 173-240-050(3)(h), which requires "A statement regarding provisions for treatment and discussion of the adequacy of the treatment." Although Ecology recognizes that the City does not own and operate a sewage treatment facility, it must still demonstrate in the general sewer plan the adequacy of treatment for all wastewater generated during the planning period. The plan must include sufficient discussion necessary to demonstrate that the City's agreements with King County will provide adequate treatment throughout the planning period. Please identify the capacity available to the city at the King County facilities for treatment and identify whether any agreements contain capacity constraints that may limit or otherwise constrain the City's ability to provide sewer service.McKone3Page 2-2 Figure 2.1/ES.1The map of the existing system shows several (about 2 dozen) pump stations labeled as "King County." This is not consistent with information Ecology has about King County's wastewater infrastructure in the area, which identifies no wastewater pump stations owned or operated by King County Wastewater Treatment Division. Please clarify the ownership of these pump stations.McKone4Pages 2-13 through 2-17Sec. 2.5 and Table 2.2The text on these pages identify lift stations that appear to be equipped with overflows, but does not provide much detail about the overflows. Section 2.5.17 states that the Shy Creek lift station overflows to secondary wet well with third pump. In addition, sections on the Stonegate lift station (2.5.17) and Wedgewood lift station (2.5.19) also discuss overflow vaults. Finally, Table 2.2 shows a third "flow transfer" pump at the following pump stations, but there is no discussion in 2.5 about possible overflow vaults: Baxter, Cottonwood, East Valley. Please expand discussions in these sections to better describe the use of these "overflows", including the frequency of use and routing of flow to and from any storage related to these overflows. The text seems to suggest that these systems are designed to contain flow and not allow for overflows to the environment. However, further details are necessary to verify this assumption and to better understand how the city uses this strategy.McKoneReviewer last nameCity of Renton General Sewer Plan - Review Comment/Response FormReview Phase:Contact:Ann Fowler, City of RentonResponseImplementationNo.CommentResponderReviewer Check OffPage 1 of 37/9/2022AGENDA ITEM #6. o) Dwg. Sheet No.SectorSpec. & Page No.Paragraph No.Date InitialsReviewer last name ResponseImplementationNo.CommentResponderReviewer Check Off5Pages 2-19 through 2-21Sec. 2.6 and Fig. 2.4While the overall discussion of the water system is generally appropriate, the section should include additional information related to the following topics: discussion of water conservation measures and how they impact the city's sewer systems (see RCW 90.48.495) and coordination between water system planning and general sewer planning related to reclaimed water (see RCW 90.48.112 and RCW 90.46.120). Ecology also recommends including a map that shows the relationship between existing unsewerd areas and wellhead protection areas.McKone6Page 3-2 Section 3.3.2The third bullet in this section references "private sewerage disposal systems". Please add clarity about the types of facilities the city considers "private sewerage disposal systems". How does the city's definition and allowance for private sewers align with the requirement of public ownership of domestic sewage facilities in WAC 173-240-104?McKone7Page 3-9 Section 3.7.2Related to comment 6 above, the third to last bullet on page 3-9 talks about "private multi family and single family pump stations" and references city standards/code. While the city code (RMC 4-6-040.F.6) talks about private lift stations for commercial and multi-family buildings, it does not provide much clarity beyond requiring " alarm and standby emergency operation systems, and meet or exceed Department of Ecology specifications as detailed in “Criteria for Sewage Works Design”". In addition, although the code (RMC 4-6-040.G.5) states that sewage from building drains "shall be lifted by approved artificial means and discharged to the building sewer" when gravity discharge is not possible, the code contains no standards for this type of connection. Please verify whether the city has specific design standard for these lift stations. Also, as discussed above, clarify how the city's code ensures compliance with the public ownership requirement in WAC 173-240-104.McKone8Page 4-16 Sec. 4.4.5The final sentence in this section states that the city has seven adjoining sewer utilities, but the subsections that follow (as well as Figure 4.2) list only six. While the section discusses KC regional wastewater, Ecology does not view the county as an "adjoining sewer utility" since it is a wholesale sewer service provider that receives wastewater from the City's planning area.McKone9Page 4-18 Sec. 4.4.5.9RCW 90.48.112 requires general sewer plans to "include consideration of opportunities for the use of reclaimed water." The Reclaimed Water Use Law (RCW 90.46) also requires coordination between wastewater system and water system plans in the evaluation of opportunities to use reclaimed water. While this general sewer plan discusses the City's work with King County and other stakeholders in reclaimed water comprehensive planning, it does not provide much detail on the status of these efforts. It also does not discuss steps the City has taken to ensure coordination between this general sewer plan and its water system plan on the topic of reclaimed water use. Please expand the discussion to address these topics.McKone10Page 5-3 Sec. 5.2.5The second paragraph of this section states that "several industries within the City have obtained [NPDES] permits." This statement is not accurate for the context of this section of the general sewer plan. The section appears to address the requirement of WAC 173-240-050(3)(i), which requires a "List of all establishments producing industrial wastewater, the quantity of wastewater and periods of production, and the character of the industrial wastewater insofar as it may affect the sewer system or treatment plant." While the facilities shown in Table 5.1 may have received coverage under a general NPDES permit for industrial stormwater, this permit is not administered by King County's Industrial Waste Program. Pretreatment permits issued by King County are State Waste Discharge permits issued under state authority (WAC 173-216). Although the permits are related to federal pretreatment standards, they are not NPDES permits. In addition, King County may issue "discharge authorizations" to industrial facilities that do not require a permit under the federal pretreatment program. These authorizations are generally based on county codes. McKonePage 2 of 37/9/2022AGENDA ITEM #6. o) Dwg. Sheet No.SectorSpec. & Page No.Paragraph No.Date InitialsReviewer last name ResponseImplementationNo.CommentResponderReviewer Check Off11Page 5-3 Sec. 5.2.5Please expand this section to include more detail on policies and practices related to coordinating with King County's Industrial Waste Program to ensure industrial facilities receive appropriate pretreatment permitting.McKone12Page 5-3 Table 5.1Related to comment 10 above, this table does not provide sufficient information to ensure consistency with WAC 173-240-050(3)(i). Please update the table to address the following: the quantity of wastewater and periods of production, and the character of the industrial wastewater insofar as it may affect the sewer system or treatment plant. McKone13Page 7-11 Sec. 7.9Please expand the discussion of the city's Overflow Emergency Response Plan. Please include information on the history of SSOs experienced in the system along - particularly with respect to the frequency of SSOs, typical causes, and how the city has used information about SSOs to form its operations and emergency response plans. Please also include information related to procedures for notifying appropriate state and local agencies when SSOs occur. This discussion should include information on how the city responds to overflows that may impact any of the following: surface waters of the state, groundwater in wellhead protection areas, stormwater systems (either under the city's jurisdiction or another local jurisdiction), and areas accessible to the general public. McKone14Page 7-11 Sec. 7.10Please expand the FOG Source Control section to add in a discussion of the city's policies related to enforcement of it's FOG ordinance. In particular, clarify if there are any requirements for property owners to periodically inspect grease traps or other control devises and whether the city requires submission of these inspection reports.McKone15Page 7-15 Sec. 7.18.2The final sentence of paragraph 2 under "Emergency operations" states that "The City follows all Ecology guidelines for emergency notification procedures". Please add details about how the city uses these guidelines, especially with respect to SSO notifications discussed in comment 13.McKone16Page 8-8 Sec. 8.4.6The description of the Kennydale Lake Line Renewal project talks about the potential use of individual lift stations. Please provide more information on how the city envisions the use of individual lift stations in this project. In particular, please describe the design standards the city would use and clarify the ownership/O&M responsibilities for these systemsMcKone17Page 9-1 Table 9.1Please verify accuracy of the table. It is titled as "water utility monthly rates" rather than wastewater. In addition, the rates are not consistent with the city or county's published rates - both appear to be half of what they should be. Does the accuracy of this table impact any planning calculations presented in this chapter?McKone18Page 9-4 Sec. 9.3.1Please verify the table references in this section. Should they cite Table 9.7 instead of 9.6?McKone19Appendix J - Standard Plans and SpecificationsAlthough this appendix includes adequate detail for most collection system projects, it does not include specific details of standards for lift stations, including individual grinder pump facilities. According to WAC 173-240-030, Ecology may waive submission of engineering reports and design documents for sewer system projects when the general sewer plan includes standard design criteria. Based on the material presented in this appendix and throughout the general sewer plan, Ecology cannot provide this waiver for lift station projects. McKonePage 3 of 37/9/2022AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) APPENDICES | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 Appendix C APPROVALS ~~To be included at a later date.~~ AGENDA ITEM #6. o) AGENDA ITEM #6. o) APPENDICES | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 Appendix D HYDRAULIC MODEL AND DEFICIENCY RESULTS AGENDA ITEM #6. o) AGENDA ITEM #6. o) Appendix D HYDRAULIC MODEL AND DEFICIENCY RESULTS This Appendix goes through all the deficiencies presented in chapter 5 and shows the location and the hydraulic profile where the surcharging and flooding occurs. The hydraulic grade line profiles can be used to identify the cause of the deficiency. Physical flow constraints are primarily identified as negative sloped pipes, undersized pipes, and downstream backwater conditions. Current and buildout system results are shown for the February 96 storm event. For deficiencies that emerged only for buildout scenarios just the buildout system HGL is shown. A legend for all the HGL profiles is shown below: AGENDA ITEM #6. o) O 0 10.5 Miles Disclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: Fill in the name of the data sources used in this map including aerial imagery. APPENDIX D | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON Legend 3 feet from rim Flooding King County Force Mains d/D Ratio 0 - 1 1 - 2 2 + U Basin Nov 1998 Storm Nov 1990 Storm Jan 1990 Storm Feb 1996 Storm Roads Figure D.1 Current Deficiencies AGENDA ITEM #6. o) Deficiency 05A: AGENDA ITEM #6. o) Deficiency 45A: AGENDA ITEM #6. o) Deficiency 7A, 2A, and 3A are upstream of this. AGENDA ITEM #6. o) Deficiency 46A: AGENDA ITEM #6. o) Deficiency 37A (drains through MH0825): AGENDA ITEM #6. o) Deficiency 48A: AGENDA ITEM #6. o) Deficiency 24A: AGENDA ITEM #6. o) Deficiency 20A: AGENDA ITEM #6. o) Deficiency 20B: AGENDA ITEM #6. o) Deficiency 22A: AGENDA ITEM #6. o) AGENDA ITEM #6. o) Deficiency 21A: AGENDA ITEM #6. o) Deficiency 41A: AGENDA ITEM #6. o) Deficiency 23A: AGENDA ITEM #6. o) Deficiency 15A & 14A (just upstream): AGENDA ITEM #6. o) Deficiency BA: AGENDA ITEM #6. o) Deficiency 11A: AGENDA ITEM #6. o) O 0 10.5 Miles Disclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: Fill in the name of the data sources used in this map including aerial imagery. APPENDIX D | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON Legend 3 feet from rim Flooding King County Force Mains d/D Ratio 0 - 1 1 - 2 2 + U Basin Nov 1998 Storm Nov 1990 Storm Jan 1990 Storm Feb 1996 Storm Roads Figure D.2 Buildout Deficiencies AGENDA ITEM #6. o) Deficiency 05B & 05C: AGENDA ITEM #6. o) Deficiency 25A: AGENDA ITEM #6. o) APPENDICES | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 Appendix E SERVICE AGREEMENTS AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) 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............................................................................................................. 1.1 PROJECT UNDERSTANDING ............................................................................................................... 1.1 MODELING SOFTWARE ....................................................................................................................... 1.2 Chapter 2 PHYSICAL MODEL UPDATE ........................................................................................... 2.1 2012 PHYSICAL MODEL DEVELOPMENT ........................................................................................... 2.1 Data Source .................................................................................................................................. 2.1 Manholes and Nodes .................................................................................................................. 2.1 Pipes ............................................................................................................................................... 2.1 Lift Stations and Force Mains ...................................................................................................... 2.1 Extent of 2012 Hydraulic Model ................................................................................................. 2.3 Model Pipe and Manhole ID Updates ...................................................................................... 2.3 ULTIMATE PHYSICAL MODEL DEVELOPMENT ................................................................................... 2.4 Pipe, Manhole and Node Additions ......................................................................................... 2.4 Chapter 3 PLANNING DATA .......................................................................................................... 3.1 MODEL SANITARY FLOW DETERMINATION ...................................................................................... 3.1 Dry Weather Flow Determination by Mini-Basin ...................................................................... 3.1 Diurnal Curve Development ...................................................................................................... 3.1 MODEL PLANNING DATA ................................................................................................................... 3.1 Planning Area/Basin Boundaries ............................................................................................... 3.2 2012 Model ......................................................................................................................... 3.2 Ultimate Model ................................................................................................................... 3.2 Land Use and Zoning ................................................................................................................... 3.5 Data Projections ........................................................................................................................... 3.5 Residential .......................................................................................................................... 3.5 Employment ....................................................................................................................... 3.7 Schools ................................................................................................................................ 3.7 Future Population Projections .................................................................................................... 3.7 Residential .......................................................................................................................... 3.7 Employment ....................................................................................................................... 3.8 Schools ................................................................................................................................ 3.9 POPULATION AND SANITARY SEWAGE FLOW ASSIGNMENT TO MODEL .................................. 3.10 Population Assignment .............................................................................................................. 3.10 Determination of Sanitary Sewer Flow Rates ......................................................................... 3.11 Page i City of Renton 2015 Hydraulic Model Update Summary Report AGENDA ITEM #6. o) Table of Contents Input to Model ............................................................................................................................ 3.15 Area Assignments ............................................................................................................ 3.15 RAINFALL AND EVAPORATION ASSIGNMENTS.............................................................................. 3.16 Rainfall Assignments ................................................................................................................... 3.16 Evaporation ................................................................................................................................. 3.16 External Boundary Flows ............................................................................................................ 3.16 Chapter 4 MODEL CALIBRATION .................................................................................................. 4.1 2012 MODEL DRY WEATHER CALIBRATION ..................................................................................... 4.2 Sanitary Flow Calibration ............................................................................................................ 4.2 2012 MODEL WET WEATHER CALIBRATION ..................................................................................... 4.6 Infiltration and Inflow Calibration .............................................................................................. 4.6 Non-Calibrated Model Basins .................................................................................................... 4.8 Ultimate Model Inflow and Infiltration Parameters ................................................................. 4.9 Chapter 5 ANALYSIS AND RESULTS ............................................................................................... 5.1 2012 MODEL PEAK FLOW AND CAPACITY ANALYSIS .................................................................... 5.1 External Boundary Flows .............................................................................................................. 5.1 Peak Storm ..................................................................................................................................... 5.1 Analysis Results .............................................................................................................................. 5.3 ULTIMATE MODEL PEAK FLOW AND CAPACITY ANALYSIS .......................................................... 5.17 Peak Storm ................................................................................................................................... 5.17 Analysis Results ............................................................................................................................ 5.17 LIFT STATION AND FORCE MAIN ANALYSIS .................................................................................... 5.33 INFILTRATION AND INFLOW ANALYSIS ............................................................................................ 5.34 PEAK BOUNDARY FLOW ANALYSIS ................................................................................................. 5.37 Chapter 6 RECOMMENDATIONS AND SUMMARY ....................................................................... 6.1 FLOW MONITORING RECOMMENDATIONS .................................................................................... 6.1 KING COUNTY COMPATIBILITY .......................................................................................................... 6.3 LIMITATIONS OF THE MODEL .............................................................................................................. 6.6 TABLES Table 2-1 Pipe Material Summary .................................................................................................... 2.4 Table 3-1 Population Projections by Sewer Mini-Basins: Values Assigned to 2012 and Ultimate Models ................................................................................................................................ 3.12 Table 4-1 Dry Weather Calibration Summary ................................................................................ 4.4 Table 4-2 Per Capita Flow Rate (ft2/PE/day) ................................................................................. 4.5 Table 4-3 Wet Weather Calibration Summary ............................................................................... 4.8 Page ii City of Renton 2015 Hydraulic Model Update Summary Report AGENDA ITEM #6. o) Table of Contents Table 4-4 City Mini-Basins Not Calibrated for Dry and Wet Weather ........................................ 4.9 Table 5-1 Selected Storm Events Per Model Basin ........................................................................ 5.3 Table 5-2 Capacity Analysis for 2012 Sewer Model - Problem Areas ........................................ 5.5 Table 5-3 City of Renton Sewer Model 2012 and Ultimate Peak Flow at Mini-Basin Outlet, Including Storm Event ...................................................................................................................... 5.18 Table 5-4 Capacity Analysis for Ultimate Sewer Model - Problem Areas ............................... 5.21 Table 5-5 Lift Station and Force Main Analysis Summary ........................................................... 5.33 Table 5-6 Peak Infiltration and Inflow per Mini-Basin .................................................................. 5.35 Table 5-7 Peak Boundary Flows ...................................................................................................... 5.37 Table 6-1 City of Renton Sewer Model Proposed Flow Monitor Locations ............................... 6.2 FIGURES Figure 3.1 2012 Sewer Mini-Basin Boundaries ................................................................................. 3.3 Figure 3.2 Ultimate Sewer Mini-Basin Boundaries .......................................................................... 3.4 Figure 5.1 Selected Storm Events Per Model-Basin ....................................................................... 5.2 Figure 5.2 2012 Sewer Model Analysis Results .............................................................................. 5.38 Figure 5.3 Ultimate Sewer Model Analysis Results ....................................................................... 5.39 Figure 6.1 Proposed Flow Monitor Locations ................................................................................. 6.8 APPENDIX APPENDIX A – Dry Weather Flow Calibration Time Series .............................................................. A APPENDIX B – Wet Weather Flow Calibration Time Series .............................................................. B APPENDIX C – Figure 5-2A Through Figure 5-2S: 2012 Sewer Model Analysis Results ............... C APPENDIX D – Figure 5-3A Through Figure 5-3W: Ultimate Sewer Model Analysis Results ....... D Page iii City of Renton 2015 Hydraulic Model Update Summary Report AGENDA ITEM #6. o) CHAPTER 1 INTRODUCTION PROJECT UNDERSTANDING The City of Renton retained the services of Stantec to update the existing hydraulic model to evaluate the capacity of the existing sewer system and to analyze the system for future development scenarios. Steps in the development of the sewer model included: 1.Updates of the physical model that involved obtaining, formatting, and inputting into the physical system data such as manholes, pipes and lift stations. 2.O btaining and analyzing the population and employment data to input as flow assignments to each sewer basin with the precipitation and evaporation data. 3.Calibration of the model to 2012 conditions. 4.Analyzing the 2012 and Ultimate Model Peak Flow Scenarios. The methodology and numerous assumptions associated with developing the model are detailed herein, with supporting documents associated with the project. The r eport includes the following sections: •Chapter 1 – Introduction •Chapter 2 – Physical Model Updates •Chapter 3 – Planning Data •Chapter 4 – Model Calibration •Chapter 5 – Analysis and Results •Chapter 6 – Recommendations and Summary Two primary models were used during this project. T he 2012 Model was updated from previous versions of the model, and was calibrated to King County’s 2008-2011 flow-monitoring data. Discussion of the original model development can be found in the City of Renton Sanitary Sewer Model Development and Analysis Summary Report, September 2006. T he Ultimate Model was then developed, which incorporates all of the projected flow assignments for the analysis. City of Renton 2015 Hydraulic Model Update Summary Report Page 1.1 AGENDA ITEM #6. o) INTRODUCTION CHAPTER 1 MODELING SOFTWARE The model was analyzed using the MIKE URBAN software program by the Danish Hydraulic Institute (DHI), and was originally developed using MOUSE, also by DHI. DHI assisted King County with the 2001 regional Infiltration and Inflow (I&I) study, and King County also used MOUSE for the 2012 I/I study, and has assisted the City and Stantec with the development of the original MOUSE model, conversion of the MOUSE model to MIKE URBAN, and development of the City’s sewer system geodatabase. City of Renton 2015 Hydraulic Model Update Summary Report Page 1.2 AGENDA ITEM #6. o) CHAPTER 2 PHYSICAL MODEL UPDATE The development of the two primary models (2012 and Ultimate) is summarized below. 2012 PHYSICAL MODEL DEVELOPMENT Data Source The basis for the M IKE U RBAN model update was primarily the City’s GIS database, and includes system data from 2008 through March 2012 . Additional data was provided from topographic survey data and sewer record drawings. To be consistent with the previous model development and updates, the following rules were applied when adding new facilities to the model: Manholes and Nodes • Cleanouts and connected piping were generally excluded from the model. • The correct manhole diameters were assigned to the model where available. Manholes were generally assumed to be 4-foot diameter if no other information was available. • Outlet loss for manholes in the model was assumed to be “round-edged.” To remain conservative yet more realistic, the outlet loss was assigned as “round-edged” to the manholes, and the default loss value “Km” was reduced from 0.25 to 0.1. • At a few locations, the new sewer information was joined the older portions of the model. I nterpolations and/or datum shifts of elevations were necessary during the original model development. In many of these cases, it was necessary to re-interpolate or re-work the existing manhole elevations to match the new data. Pipes • Specific pipe lengths were generally not input into the model; instead the pipe lengths were scaled based on the coordinates from the City’s GIS. Lift Stations and Force Mains • Best available pumping rate data was used to input flow rates for single pumps in duplex stations. Pumps were assumed to operate at a constant rate (the design flow rate) throughout the ranges of operation. The pump City of Renton 2015 Hydraulic Model Update Summary Report Page 2.1 AGENDA ITEM #6. o) PHYSICAL MODEL DEVELOPMENT CHAPTER 2 data originated from pumping tests and flow monitoring data supplied by the City. Pump curves were not used for the lift stations in the model. Generally, the magnitude of flow rates from the lift stations relative to the larger system flows were considered to be small enough to neglect the effects of wet well fluctuations for modeling purposes. • The pump controls (on/off) are based on actual level settings obtained from the City. The second pump in each station is activated based on the wet well level, and a very rough estimate was made for the flow rates with both pumps running. For the backup pumps within lift stations, where no other information was available, the second pump was assumed to produce approximately 1/4 to 1/3 of the flow rate of the first pump when the pumps operate simultaneously. It is recognized that per DOH requirements for duplex stations, a single pump must be sized to handle the entire peak flow of the design storm event. The flow rate from the second pump is defined as the difference between the first pump operating alone, and the combined pumping rate (e.g., Pump 1 pumps 1.0 cfs throughout operation range, Pump 2 pumps 0.25 cfs throughout its operating range). • The alignment, size, and material of f orce mains is physically defined in the model. However, intermittent grade changes along the alignment are not represented. • Appropriate lift stations were added and abandoned in the model for the different scenarios and timeframes analyzed, as described below, and in the sections discussing the Ultimate Models. The following lift stations were added or modified in the 2012 Model: • Denny’s Lift Station (L07) Improvements • Airport Lift Station (L25) Replacement • Stoneg ate Lift Station (L27) Replacement • Shy Creek Lift St ation (L01) • Liberty Lift Station (L3 4) The following lift stations, which have been removed from service, were removed in the 2012 Model: • Summer Wind Lift Station • Earlington Lift Station • East Renton Lift Station • High Gate Lift Station City of Renton 2015 Hydraulic Model Update Summary Report Page 2.2 AGENDA ITEM #6. o) PHYSICAL MODEL DEVELOPMENT CHAPTER 2 • Highland Estates Lift Station • Evendell Lift Station A few of the improvements described above, including the Liberty Lift Station and Airport Lift Station Improvements, were not active until after 2012. These improvements were added after the calibration was complete. Extent of 2012 Hydraulic Model The majority of the City’s sewer system as it existed in 2012 was incorporated into the hydraulic model. Clean-outs, dead-end portions of the system with missing/errant information, and some portions of private system were not included. Although present in the physical model, a portion of the City’s system south of Mini- Basin 5 did not include flow assignments, per direction from City staff (this portion of the system is “dry” piping in the model), since it is tributary to another purveyor’s Mini-Basin (SOO039). This area is located in the South portion of the City, primarily serving customers on South 55th Street (between 99th Place South and SR-167) and on Talbot Road South (between South 50th Street and South 194th Street). Isolated areas where small portions of the City’s piping are tributary to sewer purveyors other than King County were generally not modeled. Model Pipe and Manhole ID Updates The City updated its geodatabase in 2014. Included in this update was a revision to the naming conventions for the sewer infrastructure, including manholes, cleanouts, gravity pipes, force mains, and lift stations. In order to more easily identify and discuss the analysis of the sewer system, the City requested that we update the City sewer identifiers (MUIDs) within the model to be consistent with the geodatabase. This included updates to the pipe material identifications , which were adjusted to conform to NASSCO standards for pipe inspection. With the assistance of DHI, Stantec imported and updated the MUIDs and pipe materials . Small isolated areas of the City sewer system were not updated. These locations were typically updates to the geodatabase that occurred after 2012, or were locations where the model included horizontal and vertical bends in the pipe not adequately represented in the GIS. The King County interceptor sewer pipes were not updated during this procedure. Table 2-1 lists the pipe materials and associated Manning’s roughness values. City of Renton 2015 Hydraulic Model Update Summary Report Page 2.3 AGENDA ITEM #6. o) PHYSICAL MODEL DEVELOPMENT CHAPTER 2 Table 2-1 Pipe Material Summary Pipe Material Manning's Roughness Legacy MOUSE model material descriptions Concrete (Smooth) 0.013 Plastic 0.011 NASSCO Material Descriptions CAS - Cast Iron 0.0143 CP - Concrete Pipe (non- reinforced) 0.0133 DIP - Ductile Iron Pipe 0.012 PE - Polyethylene 0.011 PSC - Plastic/Steel Composite 0.011 PVC - Polyvinyl Chloride 0.011 VCP - Vitrified Clay Pipe 0.014 XXX - Not Known 0.0143 A small number of pipes and manholes from sewer improvements after 2012 were added to the model in order successfully complete the ID updates. ULTIMATE PHYSICAL MODEL DEVELOPMENT Pipe, Manhole and Node Additions The 2012 Model was used as the base to create the Ultimate physical model. Development of the Ultimate Model included working with City Staff to determine and include future system improvements, such as: • T he proposed diversion sewer for Heather Downs/Maplewood Heights was added. The proposed sewer will begin south of the Union Avenue SE/SE 4th Street Intersection and will drain sewage flows down a steep slope, and connect to the existing sewer located in the Maplewood Golf Course. • The proposed Talbot Hills Sewer relocation was added. This involves r elocation of the sewer from South 14th Street and redirection of the sewer to flow by gravity to Smithers Avenue S. This also includes installation of a new sewer crossing under I-405 at the extension of Smithers Avenue S to S Renton Village Place. City of Renton 2015 Hydraulic Model Update Summary Report Page 2.4 AGENDA ITEM #6. o) PHYSICAL MODEL DEVELOPMENT CHAPTER 2 • The proposed Thunder Hills diversion sewer, located on S 18th Street between Grant Avenue S and Eagle Ridge Drive S, was added. The downstream sewers between Eagle Ridge Drive and Smithers Avenue S were upsized to accommodate increased flow rates. In addition to the improvements listed above, “dummy” nodes were added to represent portions of the “U” Basins or other existing sub-basins not currently served by sewer. To represent future service, nodes were added for each mini-basin or sub-b asin, generally a single node each for residential, employment, and any school populations. City of Renton 2015 Hydraulic Model Update Summary Report Page 2.5 AGENDA ITEM #6. o) CHAPTER 3 PLANNING DATA The planning data section includes the populations and areas assigned to each mini-basin, the assumptions used to model sanitary sewer flow, peak flow generating storm events assigned to each model basin, and I&I assignments. MODEL SANITARY FLOW DETERMINATION Unlike the flow monitoring performed for the original 2001 Infiltration and Inflow study performed by King County, the decennial flow monitoring used for the 2012 study did not include each of the City’s mini-basins. Instead, flow monitors were placed at fewer locations. T ypically, the locations were at the outlet of each Model Basin, although a small number of mini-basins were also assigned a flow monitor. There were 25 flow monitors placed which recorded flows generated within the City’s sewer service area. Dry Weather Flow Determination by Mini-Basin Dry weather flow data from the 2009-2010 flow monitoring season was generally used to determine total average sanitary sewage flows for each mini-basin. King County staff identified the periods meeting their criteria for dry weather flow. For model basins receiving flow from upstream tributary basins , time series using the flow monitoring data were developed and added to the model as boundary conditions to examine the total flow through the basin. Diurnal Curve Development The diurnal curves developed during the creation of the 2001 Mouse m odel were not modified for the 2012 or Ult imate models. MODEL PLANNING DATA Population projections were compiled for the City of Renton Sewer Service Area for current and future conditions. The populations are divided into four categories; single-family residential, multi-family residential, employment, and schools. Most of the projections for the three categories (not including schools) were taken from the Puget Sound Regional Council (PSRC) Land Use Baseline projections, which were developed using the UrbanSims model, and cut to the City of Renton sewer mini-basin boundaries by PSRC staff. Due to confidentially requirements established by the Employment Securities Department, employment populations could not be provided for six sewer mini-basin boundaries. Because of this, two different methods, which are described later in the chapter, were used to estimate City of Renton 2015 Hydraulic Model Update Summary Report Page 3.1 AGENDA ITEM #6. o) PLANNING DATA CHAPTER 3 the employment populations for current and future conditions. A small number of residential populations were also modified after our review of the PSRC data. School populations were derived from enrollment data published by the school districts located within the City sewer service area. Planning Area/Basin Boundaries 2012 Model Population and employment data was assigned to the hydraulic model based on City of Renton mini-basins. There are 6 7 sewer drainage mini-basins. The mini- basins vary in size and span the entire City. These include the 57 King County Mini- Basins delineated for the year 2001-2002 flow monitoring, which were modified to more accurately represent the City’s service area and to exclude non-developable areas, and to also add Mini-Basins A and B. Mini-Basin 38 was split into two sub- basins, as discussed in the September 2006 report, and Mini-Basins U1, U2, U3, U4, U6, U8, and U9 were added to address the development in the eastern portions of the City Sewer Service Area. These were originally delineated for the previous Ultimate analysis, but have incorporated some development since that time. Mini- Basin 30C, which was formerly part of Basin 30A, was created, and Basin 46 was split into two sub-basins, Mini-Basin 46 and 46-N orth. Other minor adjustments were made to some of the basins boundaries due to additional development and improvements to the network. Figure 3-1 displays the mini-basin boundaries used in conjunction with the 2012 model. Ultimate Model The planning area boundaries are determined by physical service area agreements between the City and other jurisdictions, including adjacent Cities and Sewer Utility Districts. The Urban Growth Boundary designated by the King County Comprehensive Plan determines much of the easterly planning boundary areas. Most of the projected sewer area growth will occur to the areas east of the current City limits, including a large non-sewered area within unincorporated King County in the East Plateau service area. S everal Mini-Basin boundaries were expanded to include the City’s sewer planning area for the “Ultimate” conditions, so that the entire population projected to be served by the City and the resultant sanitary sewage flows would be represented. Topography and other geographic features were taken into account when creating the new boundaries. Three Basins east of the City, identified as U5, U7, and U10 included in the Ultimate model, were also delineated for the previous Ultimate analysis. Basins U5, U10, and the eastern portion of U9 are outside the East Plateau Service Area but City of Renton 2015 Hydraulic Model Update Summary Report Page 3.2 AGENDA ITEM #6. o) CHAPTER 3 PLANNING DATA Figure 3.1 2012 Sewer Mini-Basin Boundaries City of Renton 2015 Hydraulic Model Update Summary Report Page 3.3 AGENDA ITEM #6. o) AGENDA ITEM #6. o) PLANNING DATA CHAPTER 3 Figure 3.2 Ultimate Sewer Mini-Basin Boundaries City of Renton 2015 Hydraulic Model Update Summary Report Page 3.4 AGENDA ITEM #6. o) AGENDA ITEM #6. o) PLANNING DATA CHAPTER 3 within the Ultimate Sewer Service Area. The areas of proposed future growth were represented in the model, as a “skeletonized” system. Large portions of the other U-Basins, including U4 and U6, are also currently without sewer. Undeveloped portions of the U-Basins were generally represented in the model by single nodes in the approximate centers of the proposed service areas, connected to the appropriate discharge locations. Additionally, single nodes were assigned as “point” loads at various locations in the model, where significant proposed future service area is projected to connect to the existing system. Figure 3-2 shows the mini-basin boundaries used in conjunction with the Ultimate Model. Land Use and Zoning The land use and zoning map, adopted September 22, 2014, was obtained from the City’s geodatabase and used for the planning data. The land use and zoning designations within the City include single-family residential (generally ranging from 1 to 14 dwelling units per acre), several classifications of multifamily residential, office, commercial, business, urban-center, and industrial zoning. There are also many parks and open spaces in and around the City. Population assigned to the model was grouped into the following four categories: single-family residential, multifamily residential, employment, and schools. For the 2012 model, population was assigned to the appropriate categories in the model by overlaying the land use and zoning map with the map of the sewer system, and separating the manholes into the four categories. Population was generally not assigned to manholes within parks and open areas. Future land use and zoning patterns used in the Ultimate Model for the planning area were assumed to very closely correspond to existing uses (with a few exceptions), based on discussions with the City Planning Department and Planning/Building/Public Works Staff. Data Projections Population, household, and employment data was provided by the PSRC for the years 2012 and 2040 for the entire sewer planning area (both inside and outside current City limits). The data obtained for these years was provided in geographic subdivisions based on the based on the sewer Mini-Basin boundaries provided to PSRC by Stantec. With a few exceptions, each Mini-Basin included projected growth of households and employment. Residential PSRC provided 2012 residential projections for the entire City of Renton Sewer Service Area utilizing Land Use Baseline data. These projections included estimated populations for single family and multi-family populations. City of Renton 2015 Hydraulic Model Update Summary Report Page 3.5 AGENDA ITEM #6. o) PLANNING DATA CHAPTER 3 The Land Use Baseline projections are available down to the parcel level. However, the data was not been verified at this precision, and may contain some inaccuracies. Also, PSRC did not provide verification for its cut of the data at the mini-basin level, so we reviewed the data to determine if there were any obvious inaccuracies. This was done by reviewing City GIS data within each mini-basin, including land-use, parcel count, and aerial photos. King County Assessor’s information, via King County’s online GIS interface, iMap, was also checked to estimate volume of larger multi-family developments. Based on this review, the populations for the following basins were modified: • Basin 5 – The Land Use Baseline projections list 126 parcels and a single family residential population of 169. City GIS data shows 170 parcels within the basin, with an estimated 100 single family lots. A multiplier of 2.5 persons per single family lot was used to estimate a single family residential population of 250 for this basin. The multi-f amily population supplied by PSRC is negligible, and is consistent with the city GIS data. • Basin 20 – The estimate from PSRC for this mini-basin encompassed the Ultimate mini-basin boundary. T o estimate the population for the current boundary, the total of 3,007 people was scaled on an area ratio of the current/ultimate basins for an adjusted population of 2,390. The multi-family development and zoning is all within the current mini-basin boundary, so this population was not modified. • Basin 25/Basin 43 – Both of these mini-basins include large mobile home parks, which are not accounted for in the PSRC projections for either single- family or multi-family populations. Basin 25 includes approximately 240 mobile homes, and Basin 43 includes approximately 200 mobile homes. T o account for these populations, a multiplier of 1.8 (multi-family) was applied to each mobile home, and the populations were added to the projections supplied by PSRC. For Basin 25, the total residential population was adjusted from 983 to 1,415. For Basin 43, the population was adjusted from 49 to 410. • Basin U1 - The Land Use Baseline projections list 58 parcels and a single family residential population of 255. City GIS data shows approximately 205 parcels within the basin, with an estimated 197 single family lots. A multiplier of 2.5 persons per single family lot was used to estimate a single family residential population of 490 for this basin. The multi-family population supplied by PSRC is negligible, and is consistent with the GIS data. • Basin U6 – The estimate from PSRC for this mini- basin encompassed the ultimate mini-basin boundary. T o estimate the population for the current boundary, the total of 2,050 people was scaled on an area ratio of the current/ultimate basins for an adjusted population of 1,345. The multi-family population supplied by PSRC is negligible, and is consistent with the GIS data. It was not modified. City of Renton 2015 Hydraulic Model Update Summary Report Page 3.6 AGENDA ITEM #6. o) PLANNING DATA CHAPTER 3 • Basin U9 – The estimate from PSRC for this mini-basin encompassed the ultimate mini-basin boundary. T o estimate the population for the current boundary, the total of 1,268 people was scaled on an area ratio of the current/ultimate basins for an adjusted population of 68. No multi-family population was projected. This is consistent with the GIS data. These modifications were reviewed by City of Renton Planning Department staff and accepted. Employment Using Land Use Baseline data, PSRC provided 2012 employment projections for all but six mini-basins within City of Renton Sewer Service Area. Projections were not released for Basins 30C, 32, 50, 52, U3, and U8 due to confidentiality requirements by the Employment Securities Department. For those six basins, Longitudinal Employer-Household Dynamics (LEHD) data, developed by the U.S. Census Bureau, was cut to the mini-basin boundaries. The data listed is for the year 2011, which was the most recent data available. As with the residential data, the employment data was reviewed. However, since it is difficult to estimate employment populations for each business without performing a detailed analysis of each min-basin, no obvious discrepancies between the PSRC/LEHD projections and the GIS data were identified. Schools Using published data from the local school districts, including the Renton School District and Issaq uah Schools, populations were determined for schools within the existing sewer service area. Student populations were generally developed using enrollment statistics for the 2011-2012 school year. Where available, school staffing data was also collected and used to allocate employment population to the schools in the model. Future Population Projections Residential PSRC provided 2040 residential projections, using the Land Use Baseline data, for the entire City of Renton Sewer Service Area. These projections included estimated populations for single family and multi-family populations. Since these projections were modeled using a large number of factors, it is difficult to review them solely on zoning and land use designations. Because of this, none of the residential projections were modified from the PSRC output, with the following exception: • As part of the Thunder Hills Sanitary Sewer Interceptor analysis, A detailed review of the projections for the the tributary areas was performed. It was City of Renton 2015 Hydraulic Model Update Summary Report Page 3.7 AGENDA ITEM #6. o) PLANNING DATA CHAPTER 3 determined that The PSRC projections for Mini-Basin 45 (which is tributary to the Thunder Hills interceptor) for the year 2040 showed large decreases in single and multi-family residential population, which is inconsistent with the City’s Comprehensive Plan land use designations and current development activity for the basin. Because of this, Stantec developed Ultimate populations for the portions of Mini-Basin 45 tributary to the Thunder Hills Interceptor by applying the growth percentages calculated for adjacent Mini-Basin 3 based on PSRC estimates. Employment Future employment projections fall under the same restrictions as the current population data, so PSRC provided 2040 employment projections, using the Land Use Baseline data, for all but Basins 30C, 32, 50, 52, U3, and U8. Long-term LEHD data is not developed, so this methodology could not be used for future projections. PSRC provided employment projections for its Land Use Targets dataset, which are based on local growth targets that are aligned with the Vision 2040 Regional Growth Strategy. This data is divided by TAZ (Traffic Analysis Zone), which is the smallest delineation of the data made available to the public by PSRC. No similar data set is available for the Land Use Baseline data. The long-term horizon for these projections varies by city, since they were based on each City's comprehensive planning period. For the City of Renton, year 2035 was the longest- term projection. To allocate this population data to the future sewer mini-basins, we divided the populations for each TAZ into the mini-basins and using an area percentage of each mini-basin within the overlapping TAZ. A TAZ may still include multiple basins, city boundaries, and the UGA boundary in some cases. Each TAZ may also include areas of varying residential and employment density due to land-use designations. Because of this, a strict area to population ratio may not be an adequate representation of the employment population. Th e projections for two of the six mini-b asins appeared to be reasonable. However, t here were concerns about the projections for the other four mini-basins. C oncerns and comments for the six mini- basins, which were presented with the population projections to the City Planning Department staff, are described below: • Basin 30C – This basin is located in portions TAZ Zones 325, 324, and 325. The developable areas within this basin are entirely residential at this time, and have residential zoning and land use designations. A low or negligible employment population would be anticipated. • Basin 32 – Almost this entire basin is located in a portion TAZ Zone 324. Approximately 50% of the basin has industrial land use designations, while the rest of the basin is a mixture of urban center, residential and commercial land-use designations. Much of the TAZ Zone 324 is south of Basin 32, and includes large areas with Commercial Corridor and Urban Center Downtown City of Renton 2015 Hydraulic Model Update Summary Report Page 3.8 AGENDA ITEM #6. o) PLANNING DATA CHAPTER 3 land use designations, where more of the employment population is likely to be located. Because of this, it appears that the employment projections for Basin 32 are high. • Basin 50 – Most of this basin is located in a part of TAZ Zone 323, with a small portion in Zone 335. The land use designations are Urban Center North, Industrial, and Commercial Corridor. Although there are commercial and industrial land use designations outside of Basin 50 for both TAZ zones, the employment population distribution does not appear to be disproportionate. • Basin 52 - This basin is located in portions of TAZ Zones 322, 323, 324 and 325. The land use designations within the basin are residential and industrial. The area within Basin 325 is not developable. The employment population within Zone 323 does not appear to be disproportionate. However, the employment population projections for Zones 322 and 324 appear to be high, for similar reasons as for Basin 32. • Basin U3 – This Basin is located within parts of TAZ Zones 327 and 328. The land use designations within the basin are primarily residential, but there is a small area of the basin within Zone 322 with a commercial designation. Zone 327 contains a large cross-section of residential and commercial land-use designations, so it is difficult to assess whether the employment population projections within Basin U3 are accurate. • Basin U8 - This basin covers a comparatively small area in relation to the other basins. It is located within TAZ Zone 328, and the land use designation is all single-family. Zone 328 included only single family residential land use designations, so the employment population should be negligible. The comments and data were reviewed by City of Renton Planning Department staff, and the population data was accepted. The 2040 data is considered to be Ultimate built-out population by City Planning Staff. For hydraulic modeling purposes, most populations assigned to the model were increased by an additional 25% per the City’s direction, to ensure an adequate level of conservatism for the Ultimate scenario. Schools Since school enrollment projections are not available for 2040, school population estimates were determined by applying the residential growth rate between 2012 and Ultimate conditions from the surrounding mini-basin. School staffing was similarly adjusted to compensate for adjustments in school population. City of Renton 2015 Hydraulic Model Update Summary Report Page 3.9 AGENDA ITEM #6. o) PLANNING DATA CHAPTER 3 POPULATION AND SANITARY SEWAGE FLOW ASSIGNMENT TO MODEL Population Assignment I ndividual (per capita) flow rates were assigned to the residential and employment population, consistent with the flow rate assigned to each Mini-Basin in the original model, and later adjusted during the dry weather calibration process. Allowances were made for large concentrations of population or employment. The following outlines some of the main considerations for the process of population assignment to the model: • Population was generally assigned to manholes in four main categories: residential single-family, residential multifamily, employment (commercial/industrial, etc.), and schools. Population and employment numbers for each composite mini-basin were apportioned among each zoning category to achieve uniform flow distribution. • Population was generally assigned to most of the nodes in the model. Population was usually not assigned to the nodes associated with parks/open space, non-served areas (transmission areas), lift stations, and bends (population was assigned to Tees); these nodes were separated from the others and excluded from the population assignments. • Per the City, typical sewage flows for the residential category are generally in the 60 to 100 gpcd range (not including I&I). Sewage flows from multifamily individuals are typically about 2/3 of the flows from single family individuals. • Sewage flows for the employment category were generally assumed to be 10 gpcd (not including I&I), unless other information about higher demands was available or apparent, or as necessary for calibration. • Sewage flows for the school category were generally assumed to be 10 to 15 gpcd (not including I&I), unless other information about higher demands was available or apparent. These values were roughly consistent with average school flow rates from Table 2-4 of Wastewater Engineering by Metcalf and Eddy (1991). In areas where the mini-basin boundaries remained constant (no increase in area), and no significant sewer improvements were added, generally the projected population was evenly distributed among the existing nodes. Where mini-basin boundaries expanded for the Ultimate Model, the population was often increased by 25-50% for the existing manholes, and new area and new projected population was generally assigned to new manholes or projected single point-loads outside of and connected to the existing system. These populations were estimated based on zoning and area. City of Renton 2015 Hydraulic Model Update Summary Report Page 3.10 AGENDA ITEM #6. o) PLANNING DATA CHAPTER 3 Table 3-1 summarizes the population and area assignments by mini-basin in the 2012 Model and the Ultimate Model. The population was separated into residential single-family, residential multifamily, employment, and school categories. This table updated the population assignments provided in the “City of Renton Hydraulic Model Update – Population Projections” memo dated June 18, 2014. Determination of Sanitary Sewer Flow Rates The per capita sanitary sewage flow rates developed during the creation of the 2001 Mouse model were generally used in the 2012 and Ultimate models. A description of the process for flow rate development is included in the text of the documentation report. Flows for new catchments within existing basin were initially assigned the same flows as existing adjacent areas based on development, a nd adjustments were made during the model dry weather calibration. City of Renton 2015 Hydraulic Model Update Summary Report Page 3.11 AGENDA ITEM #6. o) PLANNING DATA CHAPTER 3 City of Renton 2015 Hydraulic Model Update Summary Report Page 3.12 Table 3-1 Population Projections by Sewer Mini-Basins: Values Assigned to 2012 and Ultimate Models 2012 Basin Population Estimates Ultimate Population Estimates (2040 Population+25%) Area (acres) Sewer Mini-Basin Single Family Multi- Family Employment Schools Single Family Multi- Family Employment Schools 2012 Ult % Diff 1 180 82 22 0 554 420 29 0 71.8 71.8 0.0% 2 81 1,303 342 1,041 209 1,608 713 1,367 127.5 134.7 5.7% 3 1,012 1,307 95 0 1,660 1,836 248 0 194.5 194.5 0.0% 4 1,094 49 22 466 2,109 121 160 909 205.2 205.2 0.0% 5 250 1,823 4,126 0 701 2,238 5,633 0 213.9 233.5 9.2% 6 1,513 10 25 0 2,173 14 165 0 224.3 224.3 0.0% 7 1,232 27 67 526 1,936 31 88 822 162.6 162.6 0.0% 8 0 0 2,248 0 0 0 5,310 0 82.1 82.1 0.0% 9 0 0 272 0 0 0 645 0 111.0 111.0 0.0% 10 173 121 537 0 201 65 1,011 0 54.4 54.4 0.0% 11 803 461 1,140 0 1,148 559 2,201 0 163.8 163.8 0.0% 12 23 1,492 458 0 34 1,803 883 0 73.6 73.6 0.0% 13 402 438 698 0 398 498 1,301 0 81.1 81.1 0.0% 14 1,041 401 504 298 1,795 483 1,088 471 206.0 206.0 0.0% 15 110 456 736 1,218 139 576 1,504 1,539 92.3 92.3 0.0% 16 1,077 380 241 0 1,534 481 583 0 177.2 177.2 0.0% 17 545 149 202 0 765 355 379 0 122.7 122.7 0.0% 18 350 209 148 0 408 280 279 0 38.9 38.9 0.0% 19 0 0 1,480 0 0 0 3,496 0 144.4 144.4 0.0% 20 2,390 490 261 0 5,943 549 973 0 309.5 620.7 100.5% 21 1,425 17 59 618 1,998 35 335 871 143.5 176.5 23.0% 22 1,065 1,433 599 1,956 1,690 1,905 2,049 2,815 208.8 208.8 0.0% 23 858 393 52 0 1,228 500 98 0 111.8 111.8 0.0% 24 1,258 136 63 0 1,839 179 109 0 130.5 130.5 0.0% 25 1,583 35 111 0 1,321 90 200 0 179.8 179.8 0.0% 26 2,189 1,440 818 525 3,270 2,228 1,800 795 382.5 382.5 0.0% 27 1,097 62 11 1,135 1,434 86 1,209 1,489 103.0 103.0 0.0% AGENDA ITEM #6. o) PLANNING DATA CHAPTER 3 City of Renton 2015 Hydraulic Model Update Summary Report Page 3.13 Table 3-1 Population Projections by Sewer Mini-Basins: Values Assigned to 2012 and Ultimate Models 2012 Basin Population Estimates Ultimate Population Estimates (2040 Population+25%) Area (acres) 28 0 0 5,365 0 0 0 12,673 0 180.0 180.0 0.0% 29 574 120 16 2,265 770 188 44 3,127 85.8 85.8 0.0% 30A 787 835 60 0 941 1,688 139 0 133.6 133.6 0.0% 30B 38 3 0 0 55 63 0 0 4.7 4.7 0.0% 30C 2 324 12 0 95 499 106 0 21.2 21.2 0.0% 32 321 281 105 0 368 328 5,373 0 141.8 141.8 0.0% 33 3,184 11 218 559 4,903 18 398 861 320.6 375.9 17.3% 34 721 227 43 0 1,223 279 75 0 127.9 127.9 0.0% 35 328 224 113 0 438 314 313 0 60.1 60.1 0.0% 36 40 1,376 397 0 41 1,634 854 0 117.2 117.2 0.0% 37 256 352 257 1,159 341 494 451 1,592 69.1 69.1 0.0% 38A 642 253 469 0 808 370 1,091 0 91.2 91.2 0.0% 38B 47 17 2 0 55 63 0 0 16.7 16.7 0.0% 39 508 515 127 0 640 690 329 0 86.0 86.0 0.0% 40 593 87 33 0 776 113 63 0 74.9 74.9 0.0% 41 1,063 94 61 0 1,319 133 116 0 117.3 117.3 0.0% 42 0 0 147 0 0 0 329 0 20.1 20.1 0.0% 43 549 624 7 0 611 1,085 175 0 116.5 116.5 0.0% 44 282 578 487 0 361 835 909 0 127.9 127.9 0.0% 45 20 1,157 2,733 0 133 2,390 5,165 0 158.8 158.8 0.0% 46 1,994 615 679 0 2,431 741 1,469 0 390.0 390.0 0.0% 46 (North) 67 665 21 0 106 1,055 36 0 23.8 23.8 0.0% 47 777 1,496 606 0 1,089 2,628 1,269 0 196.3 196.3 0.0% 48 462 168 6 545 609 243 288 737 60.3 60.3 0.0% 49 12 0 544 0 15 0 1,284 0 71.9 71.9 0.0% 50 4 174 30 0 5 210 1,064 0 162.6 162.6 0.0% 52 597 6 187 0 1,054 5 1,028 0 148.1 148.1 0.0% 54 139 1,066 883 0 446 1,680 1,668 0 252.5 252.5 0.0% A 4 0 4,975 0 5 571 11,753 0 857.2 857.2 0.0% B 0 0 2,580 0 85 0 6,046 0 323.3 323.3 0.0% AGENDA ITEM #6. o) PLANNING DATA CHAPTER 3 City of Renton 2015 Hydraulic Model Update Summary Report Page 3.14 Table 3-1 Population Projections by Sewer Mini-Basins: Values Assigned to 2012 and Ultimate Models 2012 Basin Population Estimates Ultimate Population Estimates (2040 Population+25%) Area (acres) CEDAR 02A 302 146 318 0 370 211 599 0 48.6 48.6 0.0% ESI1003 237 620 7,126 0 255 1,108 14,185 0 403.9 403.9 0.0% RENT65 561 526 189 0 1,115 811 569 0 178.1 178.1 0.0% U1 255 8 7 0 1,004 8 16 0 75.5 75.5 0.0% U2 1,054 56 23 0 2,014 61 51 0 139.0 139.0 0.0% U3 1,064 63 59 0 1,743 88 303 0 141.7 141.7 0.0% U4 2,927 10 251 612 4,649 30 614 975 472.0 472.0 0.0% U5 N/A1 N/A1 N/A1 N/A1 976 75 36 0 N/A1 112.9 U6 1,345 6 32 1,664 4,055 33 544 3,309 219.9 615.2 179.8% U7 N/A1 N/A1 N/A1 N/A1 1,685 9 96 0 N/A1 173.7 U8 294 0 3 0 496 0 26 0 43.0 43.0 0.0% U9 68 0 1 905 1,824 0 314 1,305 12.2 212.7 1641.9% U10 N/A1 N/A1 N/A1 N/A1 2,335 178 64 0 N/A1 354.0 Total 43,869 25,417 44,506 15,492 76,731 37,869 104,414 22,984 10,407.7 12,070.3 1. Basin U5, U7, and U10 are not located within the existing sewer service area. AGENDA ITEM #6. o) PLANNING DATA CHAPTER 3 The same per capita flow rates and diurnal curves were used in both the 2012 and Ultimate Models for the portions of the system common to both models. These per capita flow rates were computed as part of the dry weather calibration for the 2012 Model. For population assigned to manholes located in the U-Basins, 100 gallons per person per day was assumed for residential population, and a peaking factor of 2.0 was globally applied to this flow rate. Twenty (20) gallons per person per day was assigned for employment population, per direction from the City Staff. For new schools in the projected service area, 15 gallons per person per day was assigned to the model. With this methodology, calibrated diurnal curves were applied to the existing manholes, and an averaged flow rate was applied to population assigned to new manholes. Input to Model Flows for the newly-added portions of sewer system were assigned to new catchments. Numbering methodology is consistent with the original model development, and was assigned in sequential order. In cases where portions of the sewer system were upgraded or re-routed, existing catchment information w as re- assigned to new manholes. Area Assignments For the older portions of the model, area assignments were generally not modified from the original MOUSE model development. A description of the process for area assignment is included in the text of the documentation report. For portions of the 2012 model developed in Mike Urban, the City parcel GIS data w as overlaid in the model, and catchments were drawn directly over the se developments. Where the new development included multiple manholes, a routine in Mike Urban automatically divided the catchments among the manholes within the development boundary. I f additional manholes were added to a mini- basin with a constant boundary, the areas of the older surrounding catchments were reduced. Areas assigned to the Ultimate Model were generally consistent with the methodology used for area assignments to the 2012 Model. Additionally, “dummy” nodes were added to represent future projected growth areas within the proposed service area boundaries. Large areas (point loads) were added to these dummy nodes to represent the discharges to the system from future growth. For example, s everal dummy nodes were used in the portions of the U-Basins where gravity sewer systems have not yet been constructed. City of Renton 2015 Hydraulic Model Update Summary Report Page 3.15 AGENDA ITEM #6. o) PLANNING DATA CHAPTER 3 RAINFALL AND EVAPORATION ASSIGNMENTS Rainfall Assignments King County developed model basin specific precipitation time series as part of its 2001 I&I study by using Doppler radar to identify the varying precipitation patterns between rain gauges and factoring the gauge data accordingly. These precipitation data sets were developed for a 60-year period based from SeaTac d ata, and spliced with local rain gauge data for the period of time the County flow monitors were in place, resulting in a specific precipitation data set for each monitoring basin. Each Model Basin was assigned 60 years of factored data coupled with two years of more exact measured precipitation data. These rainfall time series were used in the original MOUSE model analysis, and most of the subsequent model analyses performed for the City. King County used these time series for its recent anal ysis, so they were also used for the City’s 2012 models. For system improvements constructed within the U-Basins, a global I&I assignment of 1,500 gallons per acre per day was assumed and connected to the model. Evaporation Evaporation data was obtained from the historical Puyallup pan evaporation data record. The data is no longer collected at that location and no other known sources of evaporation data exist in the area. As a result, historical monthly averages of the Puyallup data were determined and input to the model. The County adopted a similar average monthly approach to input evaporation data into the model. A standard pan evaporation factor of 0.75 has been applied to the data. King County provided an updated evaporation time series which extends through 2015. The rainfall and evaporation assignments assigned to the Ultimate Model were consistent with those applied to the 2012 Model. This rainfall data included 60- years of data spliced with two years of more specific rainfall data from King County’s flow monitoring program. Each model basin had a separate targeted rainfall assignment which was applied consistently to all of nodes (catchments) contained within. External Boundary Flows Boundary flows enter the City of Renton Sewer Service area at multiple points in the system. Some of these flows discharge from other sewer systems into the City’s sewers, while others flow into the King County sewers within the City’s Sewer Service Area boundary. These boundary flows are described below: City of Renton 2015 Hydraulic Model Update Summary Report Page 3.16 AGENDA ITEM #6. o) PLANNING DATA CHAPTER 3 • TUK 015 – This boundary flow discharges through the Tukwila T runkline into the South I nterceptor on the west side of Mini-Basin A, and includes flows from King County Model Basins TUK015, TUK002, TUK004, VAL002, and VAL020 in southwestern King County. There is no direct discharge into City of Renton facilities. However, these flows can potentially impact the hydraulic grade line in City sewers tributary to the Tukwila Tr unkline and South Interceptor. • SINT020 - This boundary flow discharges into the South Interceptor on the south side of Mini-Basin A, and includes flows from King County Model Basins SINT020,AUBRN002, ULID066, ULID57C, ULIDN001, ULIDN003, SOO039, KNT035, KNT036, KNT042, and KNT047 located in south King County. T here is no direct discharge into City of Renton facilities. However, these flows can potentially affect the hydraulic grade line in City sewers tributary to the South Interceptor. • SOO021 - This boundary flow discharges into the South Renton Interceptor on the east side of Mini-Basin 5 from the Soos Creek Water and Sewer District, and includes flows from King County Model Basin SOO021. There is no direct discharge into City of Renton facilities. However, these flows can potentially affect the hydraulic grade line in City sewers tributary to the South Renton Interceptor. • SOO003 - This boundary flow discharges into the City of Renton facilities on the south side of Mini-Basin 4 from the Soos Creek Water and Sewer District, and includes flows from King County Model Basins SOO003. SOOS67, NSOOS384, SOO051, SOOS62, and SOO011. • CEDAR039A - This boundary flow discharges into the Cedar River Trunkline to the southeast of the City sewer s ervice area, and includes flows from King County Model Basins CEDAR039, CEDAR010, CEDAR011, and CEDAR 012. There is no direct discharge into City of Renton facilities. However, these flows can potentially affect the hydraulic grade line in City sewers tributary to the Cedar River Trunk. • RNT042 - This boundary flow discharges into the City of Renton facilities on the north side of Mini-Basin 42 , and includes flows from King County Model Basin RENT042. Mini-Basin 42 is actually located within King County Model Basin RENT042. However, the City of Renton sewer service area flows are not modeled as boundary flows. • ESI4024 - This boundary flow discharges into the Eastside Interceptor at the north end of the City Sewer Service area, and includes a tributary area encompassing Belle vue, Kirkland, and much of the area east of Lake Washington. • BLS043B - This boundary flow discharges into the Bryn Mawr Trunkline on the northwest side of Mini Basin 50, and includes flows from King County Model Basins BLS007 and BLS43B. There is no direct discharge into City of Renton City of Renton 2015 Hydraulic Model Update Summary Report Page 3.17 AGENDA ITEM #6. o) PLANNING DATA CHAPTER 3 facilities. However, these flows can potentially affect the hydraulic grade line in City sewers tributary to the Bryn Mawr Trunk. Locations where the boundary flows enter the City of Re nton Sewer Service Area are included in t he model analysis results, F igure 5-2 and Figure 5-3. Methods for simulating the boundary flows during the calibration and capacity anal ysis are discussed in Chapter 4 and Chapter 5. City of Renton 2015 Hydraulic Model Update Summary Report Page 3.18 AGENDA ITEM #6. o) CHAPTER 4 MODEL CALIBRATION Model calibration consists of two primary tasks: sanitary and I&I calibration. It is important to distinguish between these separate components, to more accurately simulate future scenario changes in pipe flows related to changing population and employment as well as assumptions about I&I changes over time. Understanding the characteristics of these individual components of pipe flow is a key element in developing the model. Calibration parameters were generally based on the guidelines found in the 2002 Wastewater Planning Users Group Code of Practice for the Hydraulic Modeling of Sewer Systems. The code recommends that sanitary flow verification should be carried out for two dry weather days and the predicted flows/depths compared to the observed flows/depths. The two flow hydrographs should closely follow each other both in shape and in magnitude. In addition to the shape, as a general guide, the flow hydrographs should meet the following criteria: • The timing of the peaks and troughs should be within 1 hour. • The peak flow rate should be in the range ± 10%. • The volume of flow should be in the range ±10%. Care should be taken to exclude periods of missing or inaccurate data. For wet weather calibration, modeled flows/depths should be compared to the observed flows/depths. The two flow hydrographs should closely follow each other both in shape and in magnitude, until the flow has substantially returned to dry weather flow rates. In addition to the shape, as a general guide, the observed and modeled hydrographs should meet the following criteria in at least two of the three events: • The timing of the peaks and troughs should be similar inregard to the duration of the event. • The peak flow rates at each significant peak should be in the range + 25% to - 15% and should be generally similar throughout the event. • The volume of flow should be in the range +20% to -10%. Care should be taken to exclude periods of missing or inaccurate data. • The depth of surcharge should be in the range +0.5 m to - 0.1 m. • The unsurcharged depth at any key points, where this is important regarding the objectives of the model (e.g. at combined sewer overflows), should be within the range ±100 mm. Where rainfall induced infiltration is modeled, the use of a single verification period incorporating a number of rainfall events should be considered instead of a number of discrete events. City of Renton 2015 Hydraulic Model Update Summary Report Page 4.1 AGENDA ITEM #6. o) MODEL CALIBRATION CHAPTER 4 For the purposes of this model calibration, for both sanitary and wet weather, peak flow and volume parameters for the model were verified against the flow monitoring data, as well as a comparison of general flow patterns and timing of peaks. 2012 MODEL DRY WEATHER CALIBRATION Sanitary Flow Calibration Sanitary calibration consists of two primary elements: the total flow produced per person over a 24-hour (diurnal) period and the definition of how that flow fluctuates over the same period. This information, combined with the previously discussed population and employment data, generate the total sanitary flow simulated in the model. Prior to determining per capita flow rates and diurnal fluctuations, periods of “dry weather” flow have to be identified for the County flow monitoring data. A dry weather period in September 2010 was analyzed for the dry weather calibration. Since dry weather flow typically includes a component of low level or base I&I, it must be estimated and subtracted from the total flow, leaving presumably sanitary flow only. Base I&I values were determined by estimating typical minimum (nightly) sanitary flow as a percent of average and assuming the balance is base I&I. Base I&I was assumed to be constant throughout the day. Residential flow typically varies throughout the day in a different manner than commercial/industrial sanitary flow. Residential flow generally peaks twice during the day, while commercial/industrial flow typically increases in the morning, stays relatively constant during the day, and decreases in the evening. Numerous exceptions exist to these generalized variations however. Commercial/industrial flow for example can exhibit all manner of daily variations, depending on the nature of the business conducted at the location. A thorough understanding of these businesses is required to accurately simulate the daily fluctuations and achieve a detailed sanitary flow calibration. It is possible however, to achieve an accurate calibration by applying the composite diurnal variation recorded at the flow monitor to both residential and commercial/industrial development throughout the basin represented by the flow monitor. Lacking extensive knowledge of commercial/industrial developments and additionally to expedite the calibration process, this was the method selected to determine the sanitary flow calibration. This method allows for a quick, accurate calibration, but could potentially result in misrepresentation of diurnal fluctuations in future scenarios, if the balance between residential and commercial/industrial populations changes significantly. The potential shortcomings are considered to be negligible however, especially since it is difficult to accurately forecast how anticipated additional commercial/industrial flows will vary in the future. Dry weather calibration was verified by performing a sanitary flow model simulation, using the data assigned to the catchments and dry weather flow entries. External boundary flows were simulated by attaching time series of the flow monitoring data from the August-September 2010 period. The resulting basin City of Renton 2015 Hydraulic Model Update Summary Report Page 4.2 AGENDA ITEM #6. o) MODEL CALIBRATION CHAPTER 4 outlet flows were compared to the County “dry day” flow monitoring data. If the curve shape generated by the model (Model Output) generally matched the metered curve shape (Model Input) and the total daily volume was within 10%, the basin was considered calibrated for sanitary flow. Output graphs of the computed dry weather flows versus the measured King County flows (excluding the base I&I) were generated for each mini-basin. The dry calibration resulted in computed model peak flows and volumes that closely simulated the measured flows in six of the ele ven locations analyzed. In some cases, including RNT41, RNT43, and SRENT002, the modeled peaks and volumes were much higher than the recorded flows. However, in these basins, the modeled peak per capita flow rates were already low based on population and land use. These were not adjusted further to match the flow monitoring data. Some of the discrepancy in overall volume in these basins is due to significant “noise”, or small peaks, in the flow monitoring data, in addition to the per capita flow rate assumptions. T he model output is much smoother, which leads to significant differences in volume. Because of this, the overall shape of the model output was compared against the flow monitoring data. We were generally more focused on closely simulating the peak dry weather flows rather than the volumes, to be conservative, and also due to the “noise” and drop-outs in the flow monitoring results. Overall, the shape and timing of the patterns adequately matches the flow monitoring data. Flow monitoring data was not available for the boundary flows at SINT020 and BLS043, so constant dry weather flows were estimated. These two boundary flows do not flow through City sewers, so the impact to the dry weather calibration is negligible. A number of model basins were not calibrated with 2010 flow monitoring data, as are noted in the next section in Table 4-4 . For those, the per capita flow rates from the original model calibration were maintained in this model. Th e basins that were calibrated as part of this project were calibrated in 2015, while the others were calibrated in 2005. Th e calibration for RNT030B and RNT047 were only partially successful. Since RNT035 is upstream of both RNT030B, and could not be recalibrated, it was difficult to adjust the dry weather flow parameters within RNT035. There were similar difficulties with RNT047. A dry weather calibration summary is provided in Table 4-1 . The summary lists the percentage deviation of the calibration model results from the flow monitoring data for peak flow and total volume of flow over the duration of the analysis. Annotated plots of the dry weather calibration time series are provided in the A ppendix A. City of Renton 2015 Hydraulic Model Update Summary Report Page 4.3 AGENDA ITEM #6. o) MODEL CALIBRATION CHAPTER 4 City of Renton 2015 Hydraulic Model Update Summary Report Page 4.4 Table 4-1 Dry Weather Calibration Summary Model Basin Pipe Diameter (in) September 1, 2010 to September 8, 2010 Peak Flow (%) Volume (%) RNT017 15 -1.8% -4.7% RNT023 8 10.5% 6.0% RNT025 12 4.4% 6.4% RNT028 24 -9.1% -0.9% RNT030A 21 -9.4% 11.3% RNT030B 18 27.1% 23.9% RNT041 8 26.3% 96.6% RNT043 8 15.0% 54.6% RNT047 24 27.0% 58.2% RENT65 20 6.1% 12.2% SRENT002 36 19.6% 45.6% Peak weekday per capita flow rates for residential, employment and school populations in each mini basin are provided in Table 4-2. Employment flow rates for Mini-Basins 9 and 11 greatly exceed the flow rates in other basins. These were calibrated in 2005. Flow monitoring data was not available to re-calibrate these Mini-basins in 2015. AGENDA ITEM #6. o) MODEL CALIBRATION CHAPTER 4 Table 4-2 Per Capita Flow Rate (ft2 /PE/day) Sewer Mini-Basin Residential Employment Schools Calibration Year(1) 1 13.77 N/A N/A 2015 2 10.49 1.34 2.01 2015 3 12.21 N/A N/A 2015 4 13.37 N/A 1.34 2015 5 10.69 N/A N/A 2015 6 10.69 2.67 N/A 2015 7 10.45 1.34 1.34 2015 8 14.20 N/A N/A 2005 9 N/A 21.05 N/A 2005 10 8.71 1.34 N/A 2005 11 13.37 69.35 N/A 2005 12 13.37 2.12 N/A 2005 13 10.87 1.34 N/A 2005 14 10.69 5.85 2.01 2005 15 13.37 2.55 2.01 2005 16 8.69 1.34 N/A 2005 17 10.23 1.34 N/A 2015 18 8.86 1.34 N/A 2005 19 N/A 5.24 N/A 2015 20 6.31 1.34 N/A 2015 21 12.88 N/A 1.34 2015 22 7.13 1.34 1.00 2015 23 12.17 1.34 1.34 2015 24 8.60 1.34 N/A 2015 25 8.02 1.34 N/A 2015 26 10.51 1.34 1.34 2005 27 8.02 1.34 1.33 2015 28 N/A 3.80 N/A 2005 29 9.80 1.34 1.34 2015 30A 9.36 1.34 N/A 2015 30B N/A 1.34 N/A 2015 30C 9.36 1.34 N/A 2015* 32 11.53 1.34 1.34 2005 33 11.34 1.34 1.34 2015 34 12.03 1.34 N/A 2015 35 10.69 2.70 N/A 2015 36 11.18 1.34 N/A 2015 37 10.23 1.34 1.34 2015 City of Renton 2015 Hydraulic Model Update Summary Report Page 4.5 AGENDA ITEM #6. o) MODEL CALIBRATION CHAPTER 4 Table 4-2 Per Capita Flow Rate (ft2 /PE/day) Sewer Mini-Basin Residential Employment Schools Calibration Year(1) 38A 9.36 1.34 N/A 2015 38B 9.36 1.34 N/A 2015 39 12.67 1.34 N/A 2015 40 8.25 1.34 N/A 2005 41 10.14 1.34 N/A 2015 42 N/A 2.67 N/A 2005 43 1.34 9.90 N/A 2015 44 9.36 1.34 N/A 2005 45 8.25 1.37 N/A 2015 46 9.36 1.34 N/A 2005 47 8.06 0.67 N/A 2015 48 9.84 1.34 1.00 2015 49 0.67 8.06 N/A 2015 50 N/A 3.23 N/A 2005 52 10.56 1.34 N/A 2005 54 12.17 2.67 N/A 2005 A N/A 2.67 N/A 2005** B N/A 2.67 N/A 2005** CEDAR02A 10.69 2.67 N/A 2005 ESI1003 10.69 2.67 N/A 2005 RENT65 15.33 N/A N/A 2015 (1) Per capita flow rates determined in the 2005 dry weather calibration were set using DWF at the Mini-Basin level. Those modified in the 2015 calibration were set at the model basin level. * Basin 30C was calibrated with Basin 30A. ** Per capita flow rates for Basins A and B were not calibrated. During the 2005 model development, standard per capita flow rates based on land use were assigned, and diurnal curves from adjacent basins with similar land use were assigned. 2012 MODEL WET WEATHER CALIBRATION Infiltration and Inflow Calibration Infiltration and inflow is represented in the Mike Urban model as two individual components. The fast response component (FRC) is characterized by a rapid increase in pipe flow corresponding to a rainfall event. The rapid increase results in a sharp peak and is followed by a rapid decrease in flow. This type of flow typically comes from a direct hydraulic connection between an impervious or nearly impervious surface and the piping system. The slow response component (SRC) is characterized by a somewhat delayed response to a rainfall event, a smaller, broader peak and a relatively slower decrease in pipe flow. SRC flow is City of Renton 2015 Hydraulic Model Update Summary Report Page 4.6 AGENDA ITEM #6. o) MODEL CALIBRATION CHAPTER 4 generated from overland flow, near surface and groundwater intrusion into the piping system. SRC flow includes base I&I. Mike Urban contains a choice of multiple options or models for generating I&I. Given the wealth of flow monitoring and precipitation data, it was decided to use the more complex RDII module to generate the SRC, consistent with the methodology employed by King County, and that used in the original MOUSE model development. The RDII module requires calibration to a number of parameter values that govern the algorithms defining the hydrologic process and the resulting potential inflow into the sewer collection system. When properly calibrated, the RDII module provides the best overall representation of the SRC. The FRC was generated using the “A” model, with simplified algorithms governing the timing, shape and volume of the hydrologic response. The I&I calibration involved identification of parameter values for the SRC component (after sanitary calibration was completed) then development of the FRC component parameters, which essentially “finish off” the hydrographs. The County’s 2008 through 2011 flow monitoring data was used for I&I calibration. There were a few significant storms over this period, including the December 12/13 , 2010 storm, which produced a rainfall of approximately 2.5 inches over a 24-hour period, which is equivalent to a 10-year storm, based on King County Drainage Manual rainfall isopluvials. External boundary flows were simulated by attaching time series of the flow monitoring data from the December 12/13, 2010 storm. Other peak flow events were also considered. However, this was the only one were usable flow monitoring data was available for most of the model basins. As with the dry weather calibration, flow monitoring data was not available for the boundary flows at SINT020 and BLS043, so constant wet weather flows were estimated and assigned. Mike Urban RDII parameters are typically adjusted to match base I&I first, then peak flows resulting from rainfall events. Possibly the most important parameter controlling base I&I is the percent of total basin area contributing to pipe flow. A high base I&I, for example, can be simulated in the model by assuming a relatively high contributing area percentage, then adjusting additional parameter values to contribute a higher percentage of runoff to base flow versus surface runoff. A wet weather calibration summary is provided in Table 4-3 . The summary lists the percentage deviation between the model results and the flow monitoring data for peak flow and total volume of flow over the duration of the analysis. Six of the eleven model basins met standards for volume. The calibration for volume for RNT028 and RNT043 was not as successful, deviating from acceptable standards by approximately 5%. The volume deviation is significantly greater for RNT017. As with the dry weather calibration, t his is due to significant “noise” in the flow monitoring data. RNT017 especially contains a lot of small peaks, whereas the model output is much smoother. This contributes to the large discrepancy in volume. Because of this, the overall shape of the model output RNT017, RNT028, and RNT043 was compared against the flow monitoring data. Overall, the shape and timing of the patterns matches the flow monitoring data. Th e flow monitor for RENT65 failed City of Renton 2015 Hydraulic Model Update Summary Report Page 4.7 AGENDA ITEM #6. o) MODEL CALIBRATION CHAPTER 4 City of Renton 2015 Hydraulic Model Update Summary Report Page 4.8 Table 4-3 Wet Weather Calibration Summary Model Basin Pipe Diameter (in) December 10, 2010 to December 18, 2010 Peak Flow (%) Volume (%) RNT017 15 3.0% 48.5% RNT023 8 2.9% 17.8% RNT025 12 1.2% 31.4% RNT028 24 -4.0% -16.1% RNT030A 21 -6.9% 9.9% RNT030B 18 4.7% 7.2% RNT041 8 -6.5% -10.7% RNT043 8 9.4% 26.9% RNT047 24 -9.7% -11.1% RENT65 20 N/A N/A SRENT002 36 5.7% 4.5% Annotated plots of the wet weather calibration time series are provided in the Appendix B. Non-Calibrated Model Basins Several of the King County model basins had complications including faulty or missing flow-monitoring data, and inconsistent dry weather flow. Table 4-4 identifies the City mini-basins that were not calibrated for dry and wet weather, with a brief explanation for each: AGENDA ITEM #6. o) MODEL CALIBRATION CHAPTER 4 Table 4-4 City Mini-Basins Not Calibrated for Dry and Wet Weather Model Basin Mini-Basins Reason Not Calibrated 19 19 Errant dry and wet weather flow monitor data, impossible to calibrate 45 1,3,7,35 Wet weather calibration not possible due to faulty flow monitoring data 35 20,21,22,35 Wet weather calibration not possible due to faulty flow monitoring data Cedar02A Cedar02A, 46 Errant dry and wet weather flow monitor data, impossible to calibrate ESI1006 8,9,11,12, 13,14,15,16,32,49,50,54, ESI1003 Large geographic area. Could not isolate from upstream flow. Calibration not performed. For the above-listed mini-basins, since wet weather calibration was not attainable, the RDII parameters from the original model calibration were maintained in this model, with minor adjustments to address increased I/I due to pipe degradation. Ultimate Model Inflow and Infiltration Parameters The calibrated I&I parameters used for the 2012 Model were applied to the Ultimate Model for the calibrated portion of model (sewer system constructed prior to mid-2002), except that the I&I was globally increased per King County’s previous methodology, which assumes a 7.0% increase per decade, to a maximum degradation of 28.0% for Ultimate conditions. The ramifications of the system degradation-related I&I assumptions are discussed further in this report. For system improvements constructed for the Ultimate model, a global I&I assignment of 1500 gallons per acre per day was assumed and connected to the model. City of Renton 2015 Hydraulic Model Update Summary Report Page 4.9 AGENDA ITEM #6. o) CHAPTER 5 ANALYSIS AND RESULTS 2012 MODEL PEAK FLOW AND CAPACITY ANALYSIS External Boundary Flows In order to model in flows into the County’s piping systems within the approximate City limits, discharge time series for the peak storms were developed from the County’s 2012 I/I study MOUSE output, and assigned at upstream locations in the King County interceptors. For the boundary flows from SOO003 and RNT042, where output model data was not available, peak 20-year design inflows were assigned as constant inflow conditions. Although use of the County model output better simulates flows from upstream areas within the County system, variations between the King County Model and the Renton model contributed to some surcharging and capacity issues in portions of the system not shown in the County’s results. Peak Storm For the prior analysis, the County provided a chart ranking the six highest peak flow-generating storm events within each model basin in the vicinity of the City. The peak storm events were determined by the County by routing 60 years of rainfall data through the County’s calibrated model. The storms identified on the chart were assumed to roughly correspond (in decreasing ranking) to the 60, 30, 20, 15, 12, and 10-year design flow events. Of the eleven model basins within the City boundaries, the County identified nine different storm events which generated the 20-year peak flows (third-ranked peak flow generating events) for the basins. Rather than running the model nine separate times to capture all of the 20-year events, four separate storm events were selected to generate the either the 20-year or 30-year peak flow rates for all eleven model basins. This simplified methodology was acceptable to the City staff. The selected rainfall events are summarized in Table 5-1 below by model basin. Although King County modified some of its model basin boundaries for it 2012 I/I analysis, for the purposes of the City of Renton models, the original model basin boundaries developed for the 2001 I/I study were applied to the 2012 analysis. Figure 5-1 shows the selected storm events for each model basin. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.1 AGENDA ITEM #6. o) Chapter 5 ANALYSIS & RESULTS Figure 5.1 Selected Storm Events Per Model-Basin City of Renton 2015 Hydraulic Model Update Summary Report Page 5.2 AGENDA ITEM #6. o) AGENDA ITEM #6. o) Chapter 5 ANALYSIS & RESULTS Table 5-1 Selected Storm Events Per Model Basin Model Basin Storm Event Modeled Recurrence Interval Peak Flow CEDAR02A November 24, 1990 30-Year ESI1006 February 8, 1996 30-Year RNT023 January 9, 1990 30-Year RNT030 February 8, 1996 20-Year RNT035 November 24, 1990 30-Year RNT042 January 9, 1990 20-Year RNT045 November 4, 1998 20-Year RNT054 February 8, 1996 20-Year RENT65 January 9, 1990 30-Year SINT001 February 8, 1996 30-Year SRENT002 November 24, 1990 30-Year In addition to the assignments listed in the table above, there were four mini-basins not calibrated by King County, and not included with the model basins (Mini-Basins RNT08, RNT09, A, and portions of Mini-Basin B), all of which are independently tributary to King County interceptors near the treatment plant. All four of these mini-basins were in the proximity of Model Basins ESI1003 and SINT001, and were similarly assigned the February 8, 1996 storm event. Analysis Results Figure 5-2 displays the overall modeled system with pipes color-coded by peak flows divided by maximum capacity (Q/Full) based on Manning’s equation for the model analysis period. The map was color-coded as listed below: Peak Q/full Color 0.0 to 0.6 Gray 0.6 to 0.8 Blue 0.8 to 1.0 Green 1.0 to 1.2 Orange Greater than 1.2 Red City of Renton 2015 Hydraulic Model Update Summary Report Page 5.3 AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 All pipes with ratios greater than 0.8 are considered to be exceeding their capacity. Pipes colored blue indicate pipes that are close to but not exceeding this capacity standard. The map has individual areas with capacity problems identified. The problem areas were labeled based on mini-basins within the City. For example, if Mini-Basin 65 has two problem areas, they would be identified as 65A and 65B, respectively. Only City piping was identified in the problem areas. Areas where County piping exceeded 0.8 were not labeled. Problem areas were classified by the degree of surcharging and summarized in Table 5-2 , which is arranged by profile and includes a location des cription, the duration of surcharging above the crown of the pipe (where applicable), the duration of surcharging above manhole rims (where applicable), a brief listing of the suspected cause of the problem or any special conditions, and a ranking of the severity of the problem. The surcharging issues are ranked as Minor, Moderate, or Severe. Minor problems were classified as pipes with insignificant to no surcharging (often in the 0.8 to 1.0 Q/Q F ull category). Moderate problems represent areas with surcharging to more significant levels or durations, but contained within the sewer system. Severe problems represent areas with significant surcharging heights and durations and any areas with where the flow overtops the manholes. Figures 5-2A to 5-2S (which are referenced in the Table) are included in Appendix C , and provide zoomed-in views of the problem areas sh own in Figure 5-2. Attaching constant peak inflows for the boundary flows was conservative, as mentioned above. The constant inflows caused the discharge in some of the mini- basins to look non-standard, including Mini-Basins 4, 42, 46, and 65. For each of these mini-basins, the incoming constant peak boundary flow dominates the local flows, such that the peaks caused by the individual mini-basins do not appear to contribute as significantly to the total flow as may appear at some of the other mini-basins. Additionally, Mini-Basin 50 has severe surcharging issues in the King County trunk sewer, which significantly influences flows in the downstream system. The County has indicated it is aware of the capacity issues and is working to resolve them. A table and figures detailing the discharge at the outlet of each mini-basin are summarized in the next section in Table 5-3 , along with the output from the Ultimate Model. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.4 AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-2 Capacity Analysis for 2012 Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) 04A MH2795 MH2790 January 9, 1990 Minor 4 4 1083'-24" Entire run 0 0.5' Includes upstream flows from SCWSD. Pipe nearing capacity. Backwater due to downstream capacity issues. MH2790 MH2819 Minor 4 4 1140'-24" Entire run 0 0.5' Includes upstream flows from SCWSD. Minor capacity issues due to pipe size. Location: See Figure 5-2A. Index Ct SE south of SE 16th St, off-road easement from Index Ct SE to Kirkland Ave SE to Beacon Way ROW. 05A MH2998 RE*SRENT.R18-19 November 24, 1990 Severe 5 3 807'-8" 15 14 5' Capacity issues due to pipe size, backwater due to sharp bend at MH2996, MH2997 Location: See Figure 5-2B. Shattuck Ave S north of S 37th St near Talbot Rd S. 05B MH3217 RE*SRENT.R18-25 November 24, 1990 Moderate 5 2 672'-8" 4 0 1.5' Capacity issues due to pipe size. Location: See Figure 5-2B. Talbot Road S between SE Carr Rd and S 177th St. 05C MH3198 MH5523 November 24, 1990 Severe 5 9 1645'-8" 8 0 10' Capacity issues due to pipe size, backwater due to sharp bend at MH3193, MH3194. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.5 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-2 Capacity Analysis for 2012 Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) MH5519 RE*SRENT.R18-17 November 24, 1990 Moderate 5 3 902'-12" 11 0 1.5' Capacity issues due to pipe size. Location: See Figure 5-2B. Davis Ave S off of S 43rd St near Talbot Rd S, and north through off-road easement towards S 37th St. 5D MH3205 MH3198 November 24, 1990 Minor/ Severe 5 2 474'-8" 7 0 9' Pipe nearing capacity. Severe surcharging due to backwater in DS system. Location: See Figure 5-2B. Off-road easement south of Davis Ave S off of S 43rd St near Talbot Road S. 06A MH3016 MH3004 November 24, 1990 Severe 6 7 2166'-8" 10 1 8' Capacity issues due to pipe size, backwater d ue to sharp bend at MH3004, MH3009. Location: See Figure 5-2C. Talbot Road S from S 27th Pl south toward 32nd St and off-road easement west of Talbot Rd S. 07A MH2479 MMH2257 November 4, 1998 Moderate 7 6 1551'-12" 1 0 4' Minor capacity issues due to pipe size, bends. Minor surcharging from capacity problems in DS system. Location: See Figure 5-2D. S 14th St from Shattuck Ave S to Smithers Ave S. 07B MH2270 MH2269 November 4, 1998 Minor 7 1 338'-8" 0 0 0' Pipe nearing capacity. Location: See Figure 5-2D. S 14th St from S 15th St and north on S 14th St toward Shattuck Ave S. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.6 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-2 Capacity Analysis for 2012 Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) 11A MH3522 MH5360 February 8, 1996 Minor 11 1 180'-12" 5 0 0.5' Capacity issues due to pipe size, backwater due to bend at MH5360. MH1903 MH2170 February 8, 1996 Moderate 11 3 892'-12" 8 0 2' Capacity issues due to pipe size, backwater due to multiple bends. Location: See Figure 5-2E. S 5th St between Wells Ave S and Main Ave S, from S Grady Way across Williams Ave S to Burnett Ave S. 11B MH1940 MH1939 February 8, 1996 Minor/ Moderate 11 1 249'-10" 8 0 1.5' Pipes nearing/slightly over capacity. Surcharging due to capacity problems in DS system. Location: See Figure 5-2E. Williams Ave S north of S Grady Way and south of S 5th St. 14A MH2183 MH0066 February 8, 1996 Severe 14 5 1284'-12" 27 0 4' Minor capacity issues due to pipe size and slope, bends. Severe surcharging from capacity problems in DS system. Location: See Figure 5-2F. Off-road easement from the intersection of Rainier Ave S, SW Sunset Blvd, and S 3rd St and north through private property and along S 2nd St. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.7 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-2 Capacity Analysis for 2012 Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) 15A MH2115 KC2790 February 8, 1996 Minor/ Severe 15 6 1252'-15" 16 0 2.5' Minor capacity issues due to pipe size and bends. Severe surcharging from capacity problems in DS East Side Interceptor. Location: See Figure 5-2F. S Tobin Street from Shattuck Ave S to Logan Ave S. 15B MH5330 MH2115 February 8, 1996 Minor/ Severe 15 5 926'-15" 34 0 3' Pipe nearing capacity. Severe surcharging from capacity problems in DS Renton sewer and East Side Interceptor. Location: See Figure 5-2F. Off-road easement from S Tobin St to S 2nd St. 15C MH5209 MH2147 February 8, 1996 Minor 15 3 656'-8" 0 0 0' Negligible capacity issues due to pipe size. Location: See Figure 5-2F. Easement along S 2nd St between Rainier Ave S and Shattuck Ave. 16A MH5398 MH5395 February 8, 1996 Minor 16 2 340'-8" 16 0 2' Pipe nearing capacity. Backwater due to capacity issues in DS system. MH5395 MH2111 February 8, 1996 Severe 16 1 417'-8" 16 0 2' Capacity issues due to pipe size. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.8 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-2 Capacity Analysis for 2012 Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) Location: See Figure 5-2F. Renton Ave Ext from Hayes Pl SW to Rainier Ave S, Rainier Ave S from Renton Ave Ext/Airport Way to S Tobin St. 21A MH3547 MH3582 November 24, 1990 Minor 21 5 1141'-8" 0 0 0' Pipe nearing capacity. NH3582 MH3587 November 24, 1990 Minor/ Severe 21 5 890'-8" 8 0 3' Pipe nearing capacity. Surcharging due to capacity problems in DS system. Location: See Figure 5-2G. Anacortes Ave NE from NE 23rd Ct to NE 17th St. 21B MH3587 MH5504 November 24, 1990 Moderate 21 3 5 18'-8" 9 0 3' Capacity issues due to pipe size. Location: See Figure 5-2G. NE 17th St east of Anacortes Ave NE. 22A MH3614 MH3615 November 24, 1990 Minor 22 1 118'-12" 0 0 0' Pipe nearing capacity for short duration. No surcharging. MH3622 MH3624 November 24, 1990 Minor 22 1 172'-12" 0 0 0' Pipe at capacity for short duration. No surcharging. Location: See Figure 5-2G. NE Sunset Blvd from unnamed Access Road east toward Duvall Ave NE. 23A MH3498 MH3497 January 9, 1990 Severe 23 1 400'-8" Entire run 0 0-6.5' Capacity issues due to pipe size. Surcharge is intermittent over entre run. Typically 0'- 2.5;. Peak surcharge for 7 hours. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.9 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-2 Capacity Analysis for 2012 Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) Location: See Figure 5-2H. N 28th Pl between Burnett Ave N and Meadow Ave N. 23B MH0495 MH0383 January 9, 1990 Moderate 23 2 49'-8", 251'-12" 115 0 1' Capacity issues due to pipe size. Surcharge is intermittent over entire run. Typically 0'-1'. Peak surcharge for 6 hours. Location: See Figure 5-2H. Lake Washington Blvd N between Burnett Ave N and N 20th St. 25A MH1177 MH1158 November 24, 1990 Severe 25,46 5 315'-10", 651'-12" 8 3 3' Moderate capacity issues due to pipe size, backwater due to sharp bend at MH1773, MH1772. Severe surcharging from capacity problems in DS system. Location: See Figure 5-2I. Off-road easement north of SE 5th St between Newport Ave SE and Pierce Ave SE, Pierce Ave SE from SE 5th St to SE 6th St. 25B MH1172 MH1175 November 24, 1990 Moderate 25 3 653'-10" 12 0 2' Capacity issues due to pipe size, backwater due to sharp bend at MH1174. Location: See Figure 5-2I. Off-road easement south of Sunnydale Mobile Home Park Access Rd west of Union Ave SE. 25C MH1660 MH1663 November 24, 1990 Minor 25 3 1285'-10" 12 0 0 Pipe nearing capacity. MH1651 MH1650 November 24, 1990 Minor 25 1 310'-10" 12 0 0 Pipe nearing capacity. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.10 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-2 Capacity Analysis for 2012 Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) Location: See Figure 5-2I. SE 4th St from Chelan Ave SE to Union Ave SE, south on Union Ave SE from SE 4th St. 25D MH1695 MH1673 November 24, 1990 Minor 25 2 475'-8" 2 0 0.5 Pipe nearing capacity. Surcharging due to bend at MH 1672, capacity issues in DS system. MH1672 MH1660 November 24, 1990 Minor 25 2 506'-8" 9 0 0.6' Capacity issues due to pipe size, backwater due to sharp bends at MH1660. Location: See Figure 5-2I. From Bremerton Ave SE through easement to SE 2nd Pl north of SE 3rd Pl. 26A MH1506 MH1741 November 24, 1990 Minor 26 7 78'-8", 1322'-12" 0 0 0 Pipe nearing capacity. Location: See Figure 5-2J. Duvall Ave NE from NE 4th St to NE 6th St. 27A MH1114 MH1112 February 8, 1996 Minor 27 2 594'-8" 0 0 0 Pipes at capacity for short duration. Negligible surcharging. MH1107 MH1102 February 8, 1996 Minor 27 1 307'-8" 0 0 0 Pipe at capacity for short duration. Negligible surcharging. Location: See Figure 5-2K. NE 7th Pl from NE 6th Pl to Monroe Ave NE, off-road easement from NE 6th Pl to Jefferson Ave NE. 28A MH5350 MH2548 February 8, 1996 Minor 28 1 301'-15" 0 0 0 Pipe nearing capacity. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.11 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-2 Capacity Analysis for 2012 Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) MH2537 MH2536 February 8, 1996 Minor 28 1 281'-18" 0 0 0 Pipe nearing capacity. Location: See Figure 5-2L. Lind Ave SW between SW 19th St and SW 16th St, SW 16th St from Lind Ave SW toward Seneca Ave SW. 33A MH0518 MH0394 January 9, 1990 Minor 33 1 87'-8" 0 0 0 Pipe at capacity for short duration. Location: See Figure 5-2H. Easement parallel to I-405 and Jones Ave NE south of NE 28th St. 36A MH0805 MH0812 February 8, 1996 Moderate/ Severe 36 3 696'-8" 9 0 4' Moderate capacity issues due to pipe size. MH0813 MH0467 February 8, 1996 Moderate 36 2 377'-8" 7 0 4' Minor capacity issues due to pipe size. Severe surcharging from capacity problems in DS system. Location: See Figure 5-2M. Harrington Ave NE from NE 12th St to NE Sunset Blvd. 36B MH6006 MH0909 February 8, 1996 Moderate 36 1 388'-8" 1 0 0 Minor capacity issues due to pipe size. Negligible surcharging. Location: See Figure 5-2M. Kirkland Ave NE north of NE 12th St. 38A-1 MH0467 MH0470 February 8, 1996 Moderate 38 4 287'-8" 17 0 3' Capacity issues due to pipe size. Location: See Figure 5-2M. Harrington Ave NE between Glennwood Ave NE and Sunset Blvd NE. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.12 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-2 Capacity Analysis for 2012 Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) 39A MH6043 MH0826 February 8, 1996 Minor /Severe 37,39 4 512'-8" 4 0 2.5' Pipe nearing capacity. Backwater due to capacity issues in DS system. MH0826 MH0825 February 8, 1996 Moderate 39 299'-8" 36 0 3' Capacity issues due to pipe s ize. Location: See Figure 5-2M. Edmonds Ave NE from NE 9th St and north toward Sunset Blvd NE. 41A MH3327 MH3510 February 8, 1996 Severe 41 6 727'-8", 328'-10" 9 2 5' Minor to severe capacity issues due to pipe size. Location: See Figure 5-2N. Lake Washington Blvd N between N 33rd Pl and N 37th St. 45A MH2257 MH2252 November 4, 1998 Minor 45 5 1532'-18" 1 0 1' Capacity issues due to pipe size. Location: See Figure 5-2D. Off-road easement between S Renton Village Pl to S Grady Way. 46A MH1158 RE*CEDAR2.R10-26A November 24, 1990 Moderate 46 14 2620'-15" 10 0 1.5' Pipe nearing capacity, surcharging in DS portion do to water levels in Cedar River Trunk, backwater due to multiple bends. Location: See Figure 5-2O. SE 6th St between SE 5th St and Pierce Ave SE. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.13 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-2 Capacity Analysis for 2012 Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) 47A MH4692 RE*CEDAR1.R10-05A November 24, 1990 Minor 47 8 155'-12". 660'-22", 760'-24" 36 0 1 Pipe nearing capacity. Surcharging from capacity problems in DS Cedar River Trunk. Location: See Figure 5-2P. N 4th St west of I-405. 4 7B MH0639 MH0627 November 24, 1990 Moderate/ Severe 47 4 129'-6", 459'-8" 11 4 7 Capacity issues due to pipe size. Location: See Figure 5-2P. Bronson Way NE between Grandley Way NE and Windsor Way NE. 47C MH1976 MH1975 November 24, 1990 Minor 47 1 310'-8" 6 0 0.5 Minor capacity issues due to pipe size. Location: See Figure 5-2P. NE 4th St between Brighton Ridge Apartments Access Rd and Edmonds Ave SE. 48A MH0847 MH1360 February 8, 1996 Severe 48 2 360'-8" 162 0 13' Capacity issues due to pipe size. Location: See Figure 5-2P. NE 7th St between Ferndale Pl NE and Harrington Ave NE. 50A MH0418 MH420 February 8, 1996 Minor 50 2 460'-8" 5 0 1' Capacity issues due to pipe size. Minor surcharging due to capacity problems in DS Bryn Mawr Interceptor. Location: See Figure 5-2Q. Easement along Cedar River south of N 6th St. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.14 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-2 Capacity Analysis for 2012 Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) 65A MH2818 MH2760 January 9, 1990 Minor 4,65 3 517'-24" Entire run 0 0 Includes upstream flows from SCWSD. Pipe at capacity. Location: See Figure 5-2A. SE 16th St from Index Ct SE to Index Ave SE. 65B MH5300 MH5302 January 9, 1990 Minor/ Severe 65 1 500'-20" 0 0 0 Pipe nearing capacity. Includes upstream flows from SCWSD. Location: See Figure 5-2A. Off-road easement north of Royal Hills Dr SE and east of Harrington Pl SE. ESI1003A MH1923 MH1921 February 8, 1996 Minor ESI1003 3 674'-8" 0 0 0 Full pipe for short duration. Location: See Figure 5-2Q. Wells Alle y N from N 1st St to N 3rd St. A1 MH0216 KC1735 February 8, 1996 Minor A 6 837'-15", 70'-16" 7 0 0.5 Minor capacity issues due to pipe slope. Minor surcharging in DS East Side Interceptor. Location: See Figure 5-2L. Off-road easement between SW Grady Way and I-405 parallel to Oakesdale Ave SW. A2 MH6188 MH6191 February 8, 1996 Minor A 3 1175'-8" 2 0 0.5' Minor capacity issues due to pipe size. Surcharging due to bend at MH6190. Location: See Figure 5-2R. Off-road easement between Oaksdale Ave SW and SW 39th St. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.15 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-2 Capacity Analysis for 2012 Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) A3 MH0275 MH0286 February 8, 1996 Severe A 13 396'-8", 2000'-10" 32 5 11' Severe capacity issues due to pipe size. Minor surcharging due to capacity problems in DS South Interceptor. Location: See Figure 5-2R. Off-road easement between Oaksdale Ave SW and Interurban Trail north of S 180th St. B1 MH5190 MH2982 February 8, 1996 Minor/ Moderate B 2 489'-8" 3 0 0.5 Minor capacity issues due to pipe size. Location: See Figure 5-2R. SW 34th St from Lind Ave SW to East Valley Road. B2 MH3173 RE*SRENTON.R18-05 February 8, 1996 Minor B 2 245'-8" 1 0 0 Minor capacity issues due to pipe size. Negligible surcharging. Location: See Figure 5-2R. 84th Ave S from SW 43rd St towards SW 41st St. U6A MH4717 MH4713 N/A Minor U6 3 587'-8" Intermittent entire run 0 0 Negligible intermittent surcharging due to LS 34 (Liberty). Model contains constant flow rate inputs for U-Basins. Location: See Figure 5-2S. SE 137th Terrace from 160th Ave SE to 161st Pl SE, 161st Pl SE south from SE 137th Terrace. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.16 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 ULTIMATE MODEL PEAK FLOW AND CAPACITY ANALYSIS Peak Storm The peak storm rainfall events assigned to the 2012 Model were assigned to the Ul timate model using the same methodology. The County did not conduct hydraulic modeling for its future development scenarios. Instead, it determined the 20-year peak flows for locations within its sewer system, and appl ied a growth factor to determine to 20-year peak flows at 10-year intervals. So to use the boundary time series developed for the 2012 analysis for the external boundary flows, the flow rates were multiplied by a fact or based on a ratio of the County’s 2010 and 2060 20-year peak flow rates. As with the 2012 model, 20-year constant peak flow rates were assigned at the other locations. This conservative assumption contributed to surcharging and capacity issues in portions of the system. Analysis Results Table 5-3 summarizes the peak flow at the outlet from each mini-basin and the corresponding storm events from the 2012 and Ultimate Model analysis. For some of the mini-basins, the peak flow from the 2012 Model exceeds the peak flow from the Ultimate Model, or does not significantly increase for the Ultimate Model. In some of these cases, changes in the sewer system or assumptions rerouted or decreased flow to certain mini-basins. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.17 AGENDA ITEM #6. o) ANALYSIS & RESULTS Table 5-3 City of Renton Sewer Model - 2012 and Ultimate Peak Flow at Mini- Basin Outlet, Including Storm Event Mini- 2012 Peak Flow Ultimate Peak Flow Basin Outlet MH# (cfs) (gpm) (cfs) (gpm) Storm Event Used 1 MH2493 (5319095) 0.62 278 0.91 408 November 4, 1998 2 MH2481 (5319084) 1.03 462 2.53 1,135 November 4, 1998 3 MH2323 (5320049) 1.73 776 1.01** 453** November 4, 1998 4 MH2814 (5321024) 8.81* 3,954* 18.72* 8,402* January 9, 1990 5 RE*SRENTON.R18-15 8.26* 3,707* 10.48* 4,703* November 24, 1990 6 MH2999 (5330059) 1.54 691 1.69 758 November 24, 1990 7 MH2257 (5319035)1 3.39 1,521 5.77 2,590 November 4, 1998 8 MH0169 (4324017) 0.70 314 1.48 664 February 8, 1996 9 MH0167 (4324012) 1.40 628 1.72 772 February 8, 1996 10 MH2161 (5318106) 0.37 166 0.42 189 February 8, 1996 11 RE*ESI1.RO1-14 3.83 1,719 5.02 2,253 February 8, 1996 12 MH2440 (5318226) 0.45 202 0.53 238 February 8, 1996 13 MH2247 (5319020) 2.12 951 2.36 1,059 February 8, 1996 14 MH2373 (5318148) 1.94 871 2.17 938 February 8, 1996 15 MH2118 (5318047) 4.41 1,979 4.89 2,195 February 8, 1996 16 MH2113(5318042) 1.16 521 1.39 6.24 February 8, 1996 17 MH1851 (5317033) 0.34 153 0.41 184 November 24, 1990 18 MH1825 (5317002) 1.52 682 9.03*** 4,052*** February 8, 1996 19 MH0246 (4325005) 0.36 162 0.51 229 February 8, 1996 20 MH4301 (5303426) 1.04 467 2.17 974 November 24, 1990 21 MH5503(5303093) 1.01 453 1.44 646 November 24, 1990 22 MH3625 (5303102) 2.60 1,166 4.27 1,916 November 24, 1990 23 MH0383 (5305041) 2.10 943 2.98 1,337 January 9, 1990 24 MH0923 (5309169) 1.38 619 1.53 686 February 8, 1996 25 MH1156 (5316015) 1.99 893 1.12** 502** November 24, 1990 26 MH1244(5316115) 3.10 1,391 4.02 1,804 November 24, 1990 27 MH1365 (5309478) 0.74 332 0.87 390 February 8, 1996 28 MH0205 (4324060) 1.68 754 2.27 1,018 February 8, 1996 29 MH0448 (5308252) 0.70 314 0.81 363 February 8, 1996 30A MH4653 (5308327) 3.00 1346 4.80 2,154 February 8, 1996 City of Renton 2015 Hydraulic Model Update Summary Report Page 5.18 AGENDA ITEM #6. o) ANALYSIS & RESULTS Table 5-3 City of Renton Sewer Model - 2012 and Ultimate Peak Flow at Mini- Basin Outlet, Including Storm Event Mini- 2012 Peak Flow Ultimate Peak Flow Basin Outlet MH# (cfs) (gpm) (cfs) (gpm) Storm Event Used 30B MH4651(5308329) 5.98 2,684 8.11 3,640 February 8, 1996 30C MH0714 (5308161) 3.00 1,346 3.42 1,535 February 8, 1996 32 RE*ESI1.RO1-32A 3.45 1,548 4.00 1,795 February 8, 1996 33 MH0490 (5305008) 1.60 718 2.31 1,037 January 9, 1990 34 MH0362 (5304207) 0.34 152 0.53 237 January 9, 1990 35 MH0368 (5304230) 2.87 1,289 4.64 2,083 November 24, 1990 36 MH0467 (5309128) 1.29 579 1.52 682 February 8, 1996 37 MH6044 (5309028) 0.82 368 1.01 453 February 8, 1996 38A MH0472 (5309133) 1.57 705 1.86 834 February 8, 1996 38B MH0371 (5304234) 2.46 1,104 4.06 1,822 February 8, 1996 39 MH6074 (5308236) 3.06 1,373 3.66 1,642 February 8, 1996 40 RE*ESI4.RO2-19 0.53 238 0.77 346 February 8, 1996 41 MH3511 (5432141) 1.12 503 1.53 687 February 8, 1996 42 MH3386 (5432004) 1.20* 539* 4.86* 2,181* January 9, 1990 43 MH1206 (5316068) 0.31 139 0.47 211 November 24, 1990 44 MH1264 (5316136) 3.22 1,445 4.34 1,948 November 24, 1990 45 MH2253 (5319027) 5.38 2,414 7.09 3,182 November 4, 1998 46 RE*CEDAR1.R10-11A 31.98* 14,354* 47.54* 21,337* November 24, 1990 47 MH2014 (5317243)/ MH1966 (5317183) 9.20 4,129 12.13 5,444 November 24, 1990 48 MH6075 (5308059) 2.22 996 2.38 1,068 February 8, 1996 49 MH0196 (4324044) 0.41 184 0.54 242 February 8, 1996 50 RE*BRYNMAWR.RO1-57 15.86* 7,118* 27.39* 12,293* February 8, 1996 52 MH5833 (5308169) 0.39 175 0.50 224 February 8, 1996 54 RE*ESI2.RO2-08 209.70* 94,120* 239.6* 107,540* February 8, 1996 65 MH5302 (5321007) 14.47* 6,495* 19.07* 8,559* January 9, 1990 *Includes upstream flows from adjacent sewer purveyor **Decrease in peak flow rates from 2012 to Ultimate Analysis due to future sewer diversion projects described in Chapter 2. ***Large increase in peak flows at Mini-Basin 18 outlet to overflow at MH1966 from Mini- Basin 47. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.19 AGENDA ITEM #6. o) ANALYSIS & RESULTS Figure 5-3 identifies pipes color-coded by the ratios of peak flow rates to maximum pipe capacities (Q/Q Full) for the ultimate analysis, consistent with the methodology and format used for the 2012 Model analysis. Where possible, the same exact problem area labels were used from the 2012 Model analysis, with additional problem areas identified within each mini-basin as needed. Only City piping was identified in the problem areas; areas where County piping exceeded a Q-ratio of 0.8 were not labeled. The problem areas were summarized and classified in Table 5-4 based on the degree of surcharging. This table includes a location description, the duration of surcharging above the crown of the pipe (where applicable), the duration of surcharging above manhole rims (where applicable), a brief listing of the suspected cause of the problem or any special conditions for severe problems, and a ranking of the severity of each problem. Figures 5-3A to 5-3S, which are referenced in the Table, are included in Appendix D . Blow-ups of the problem areas are sh own in Figure 5-3. Surcharging problems in the system are generally the result of insufficient capacity in the City’s pipes, compounded by backwater from the County’s trunk lines in some instances. There are several connections in Mini-Basins A and B where sections of the City’s pipe are modeled below the hydraulic grade line of the County system. These problem areas in Mini-Basins A and B could potentially be related to the vertical datum assumptions. Assigning the constant peak inflows for the boundary flows was conservative, as mentioned above. The constant inflows caused the discharge in some of the mini- basins to look non-standard, including Mini-Basins 4, 42, 46, and 65. For each of these mini-basins, the incoming constant peak boundary flow dominates the local flows, such that the peaks caused by the individual mini-basins do not appear to contribute as significantly to the total flow as may appear at some of the other mini-basins. Additionally, Mini-Basin 50 has severe surcharging issues in the King County trunk sewer, which significantly influences flows in the downstream system. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.20 AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-4 Capacity Analysis for Ultimate Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) 03A MH2367 MH2364 November 4, 1998 Minor 3 3 716'-8" 0 0 0 Pipe nearing capacity Location: See Figure 5-3A. SE 19th St from Rolling Hills Ave SE to Aberdeen Pl SE. 04A MH2795 MH2819 January 9, 1990 Severe 4 8 2222'-24" Entire run 0 17' Includes upstream flows from SCWSD. Capacity issues due to pipe size. Location: See Figure 5-3B. Index Ct SE south of SE 16th St, off-road easement from Index Ct SE to Kirkland Ave SE and to Beacon Way ROW. 05A MH2999 RE*SRENT.R18-19 November 24, 1990 Severe 5 4 921'-8" 17 14 6' Capacity issues due to pipe size, backwater due to sharp bend at MH2996, MH2997 Location: See Figure 5-3C. Off-road easement parallel to Shattuck Ave S north of S 37th St. 05B MH3218 RE*SRENT.R18-25 November 24, 1990 Severe 5 3 960'-8" 6 0 5' Capacity issues due to pipe size Location: See Figure 5-3C. Talbot Road S from S 177th St to S Carr Rd/S 43rd St. 05C MH3198 MH5523 November 24, 1990 Severe 5 9 1645'-8" 9 0 10' Capacity issues due to pipe size, backwater due to sharp bend at MH3193, MH3194 MH5519 RE*SRENT.R18-17 November 24, 1990 Severe 5 3 902'-12" 11 0 8' Capacity issues due to pipe size. Severe surcharging due to backwater in South Renton Interceptor Location: See Figure 5-3C. Davis Ave S south of S 43rd St. 5D MH3205 MH3198 November 24, 1990 Minor/ Severe 5 2 474'-8" 8 0 9' Pipe nearing capacity. Severe surcharging due to backwater in DS system Location: See Figure 5-3C. Off-road easement south of Davis Ave S along Copper Ridge Apt Access Rd. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.21 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-4 Capacity Analysis for Ultimate Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) 06A MH3017 MH3004 November 24, 1990 Severe 6 8 2604'-8" 13 6 9' Capacity issues due to pipe size, backwater due to sharp bend at MH3004, MH3009 Location: See Figure 5-3D. Talbot Rd S between S 27th Pl and S 32nd St, Off-road easement parallel to Talbot Road S. 07C MH2275 Prop. Talbot Hill MH November 4, 1998 Minor 7 6 1593'-8" 0 0 0.5' Pipe sections nearing or at capacity. Negligible surcharging Location: See Figure 5-3E. Lake Ave S between S 14th St and S 19th St. 9A MH0166 MH0167 February 8, 1996 Minor/ Moderate 9 1 390'-12" 75 0 2' Pipe nearing capacity. Surcharging due to backwater from DS Eastside Interceptor Location: See Figure 5-3F. Black River Trail parallel to Oaksdale Ave SW north of SW Grady Way. 11A MH1910 MH2170 February 8, 1996 Severe 11 8 1720'-12" 50 9 5.5' Capacity issues due to pipe size, backwater due to multiple bends. Location: See Figure 5-3G. S 5th St from Main Ave S to Wells Ave S, Wells Ave S between S 5th St and S Grady Way, off-road easement from Wells Ave S across Williams Ave S to Burnett Ave S. 11B MH1941 MH1939 February 8, 1996 Moderate/ Severe 11 2 531'-10" 50 9 6' Capacity issues due to pipe size, severe surcharging in DS system Location: See Figure 5-3G. Williams Ave S between S 5th St and S Grady Way. 14A MH2183 MH0066 February 8, 1996 Moderate/ Severe 14 5 1284'-12" 62 3 11' Capacity issues due to pipe size, slope, and bends. Severe surcharging from capacity problems in DS system Location: See Figure 5-3H. Off-road easement from Rainier Ave S and north parallel to S 2nd St. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.22 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-4 Capacity Analysis for Ultimate Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) 15A MH2115 KC2790 February 8, 1996 Moderate/ Severe 15 6 1252'-15" 66 0 8.5' Capacity issues due to pipe size and bends. Severe surcharging from capacity problems in DS East Side Interceptor Location: See Figure 5-3H. S Tobin St between Shattuck Ave S and Burnett Ave S. 15B MH5330 MH2115 February 8, 1996 Minor/ Severe 15 5 926'-15" 64 0 9.5' Pipes nearing/at capacity. Severe surcharging from capacity problems in DS Renton sewer and East Side Interceptor Location: See Figure 5-3H. Off-road easement following Shattuck Ave S between S Tobin St and S 2nd St. 15C MH5209 MH2147 February 8, 1996 Minor/ Severe 15 3 656'-8" 12 0 3' Capacity issues due to pipe size. Severe surcharging from capacity problems in DS Renton sewer and East Side Interceptor Location: See Figure 5-3H. S 2nd St between Rainier Ave S and Shattuck Ave S. 16A MH5398 MH2111 February 8, 1996 S evere 16 3 756'-8" 18 0 4' Capacity issues due to pipe size Location See Figure 5-3H. Renton Ave Ext from Hayes Pl SW to Rainier Ave S, Rainier Ave S from Renton Ave Ext/Airport Way to S Tobin St. 18A MH1966 MH1826 February 8, 1996 Minor 18 8 2039'-22" 5 0 1' Pipes nearing/over capacity. Location: See Figure 5-3I. N 4th St from Burnett Ave N to Factory Ave N. 20A MH3728 MH5270 November 24, 1990 Minor 20 1 403'-8" 0 0 0 Pipe nearing capacity. Location: See Figure 5-3J. Lyons Ave NE between NE 26th St and 148th Ave SE. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.23 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-4 Capacity Analysis for Ultimate Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) 21A MH3547 MH3582 November 24, 1990 Minor/ Severe 21 5 1141'-8" 7 0 3' Pipe nearing capacity. Surcharging due to capacity problems in DS system. MH3582 MH3587 November 24, 1990 Minor/ Severe 21 5 758'-8" 30 0 6' Pipe nearing/at capacity. Surcharging due to capacity problems in DS system. Location: See Figure 5-3K. Anacortes Ave NE between NE 22nd Ct and NE 17th St. 21B MH3587 MH5504 November 24, 1990 Severe 21 3 518'-8" 30 0 6' Capacity issues due to pipe size Location: See Figure 5-3K. NE 17th St between Anacortes Ave NE and Duvall Ave NE. 22A MH3614 MH3624 November 24, 1990 Severe 22 6 963'-12" 13 0 6' Capacity issues due to pipe size MH3624 MH3626 November 24, 1990 Minor 22,35 2 255'-15" 3 0 0 Pipe over capacity for short duration. Negligible surcharging. Location: See Figure 5-3K. NE Sunset Blvd from Anacortes Ave NE to Union Ave NE. 23A MH0490 MH3500 January 9, 1990 Minor 23 6 842'-12" 4 0 1' Minor capacity issues due to pipe size MH3499 MH3497 January 9, 1990 Severe 23 2 701'-8" Entire run 0 0'-17' Capacity issues due to pipe size. Surcharge is intermittent over entire run. Typically 0'-8'. Peak surcharge for 7 hours Location: See Figure 5-3L. N 28th Pl east of Burnett Ave N to Park Ave N, N 28th St from Park Ave N to I-405. 23B MH0495 MH0383 January 9, 1990 Moderate 23 2 49'-8", 251'-12" Entire run 0 2' Capacity issues due to pipe size. Surcharge is intermittent over entire run. Typically 0'-1'. Peak surcharge for 6 hours City of Renton 2015 Hydraulic Model Update Summary Report Page 5.24 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-4 Capacity Analysis for Ultimate Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) Location: See Figure 5-3L. Lake Washington Blvd N between Burnett Ave N and N 20th St. 25A MH1177 MH1158 November 24, 1990 Minor/ Severe 25,46 5 315'-10", 651'-12" 66 38 5' Pipes near/slightly over capacity. Backwater due to sharp bend at MH1773, MH1772. Severe surcharging from capacity problems in DS system Location: See Figure 5-3M. Off-road easement north of SE 5th St between Newport Ave SE and Pierce Ave SE, Pierce Ave SE from SE 5th St to SE 6th St. 25B MH1173 MH1174 November 24, 1990 Minor 25 1 323'-10" 3 0 0.5' Minor capacity issues due to pipe size, backwater due to sharp bend at MH1174 Location: See Figure 5-3M. Off-road easement south of Sunnydale Mobile Home Park Access Rd west of Union Ave SE. 25C MH1660 MH1650 November 24, 1990 Minor 25 6 2116'-10" 2 0 0 Pipe nearing/at capacity. Negligible surcharging Location: See Figure 5-3M. SE 4th St from Chelan Ave SE to Union Ave SE, south on Union Ave SE from SE 4th St. 25D MH1695 MH1660 November 24, 1990 Moderate 25 5 1211'-8" 8 0 2' Capacity issues due to pipe size, backwater due to sharp bends at MH1660 Location: See Figure 5-3M. From Bremerton Ave SE through easement to SE 2nd Pl north of SE 3rd Pl. 25E MH1706 MH1695 November 24, 1990 Minor/ Moderate 25 5 487'-8" 8 0 2' Pipes nearing capacity. Surcharging from capacity problems in DS system Location: See Figure 5-3M. Bremerton Ave SE from 135th Ave SE to Bremerton Pl NE, Bremerton Pl NE from Bremerton Ave SE to NE 1st Pl. 26A MH1437 MH1741 November 24, 1990 Minor 26 5 991'-12" 1 0 0 Pipes nearing/slightly over capacity. Negligible surcharging Location: See Figure 5-3N. Duvall Ave NE from NE 6th St to NE 4th St. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.25 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-4 Capacity Analysis for Ultimate Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) 27A MH0976 MH1112 February 8, 1996 Minor 27 3 825'-8" 3 0 0.5' Pipes nearing/slightly over capacity. MH1107 MH1365 February 8, 1996 Minor 27 2 569'-8" 4 0 0.5' Pipes nearing/slightly over capacity. Location: See Figure 5-3O. NE 7th Pl from NE 6th Pl to Monroe Ave NE, off-road easement from NE 7th St to Jefferson Ave NE. 28A MH5350 MH2548 February 8, 1996 Minor 28 1 301'-15" 0 0 0 Pipe nearing capacity. MH2537 MH2536 February 8, 1996 Minor 28 1 281'-18" 0 0 0 Pipe nearing capacity. Location: See Figure 5-3P. Lind Ave SW between SW 19th St and SW 16th St, SW 16th St from Lind Ave SW to Raymond Ave SW. 32A MH0445 MH0726 February 8, 1996 Minor/ Severe 32 1 286'-24" 52 0 2.5' Pipes nearing capacity. Surcharging from capacity problems in DS East Side Interceptor Location: See Figure 5-3I. N 6th St between Park Ave N and Garden Ave N. 33A MH0518 MH0519 January 9, 1990 Minor 33 2 213'-8" 2 0 0 Pipes nearing/slightly over capacity. Negligible surcharging Location: See Figure 5-3L. Off-road easement parallel to I-405. 36A MH0805 MH0467 February 8, 1996 Severe 36 6 1314'-8" 8 0 7' Capacity issues due to pipe size. Surcharging from capacity problems in DS system Location: See Figure 5-3Q. Harrington Ave NE from NE 12th St to NE Sunset Blvd. 36B MH6006 MH0907 February 8, 1996 Minor 36 3 983'-8" 1 0 1' Minor capacity issues due to pipe size. Surcharging from capacity problems in DS system Location: See Figure 5-3Q. NE 12th St from Harrington Ave NE to NE Sunset Blvd, Kirkland Ave NE from NE 12th St to NE 13th St. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.26 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-4 Capacity Analysis for Ultimate Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) 38A-1 MH0467 MH0470 February 8, 1996 Moderate 38 4 287'-8" 22 0 3' Capacity issues due to pipe size Location: See Figure 5-3Q. 39A MH6042 MH0825 February 8, 1996 Severe 37,39 6 1130'-8" 4 0 4' Capacity issues due to pipe size. Location: See Figure 5-3Q. Edmonds Ave NE from NE Sunset Blvd to NE 9th St. 41A MH3329 MH3510 February 8, 1996 Severe 41 8 1035'-8", 328'-10" 66 60 8' Capacity issues due to pipe size. Severe surcharging from capacity problems in DS East Side Interceptor Location: See Figure 5-3R. Lake Washington Blvd N from N 33rd St to N 36th St. 45A MH2257 MH2252 November 4, 1998 Moderate 45 5 1532'-18" 2 0 2' Capacity issues due to pipe size Location: See Figure 5-3E. Off-road easement from S Grady Way to S Renton Village Pl. 46A MH1158 RE*CEDAR2.R10-26A November 24, 1990 Minor/ Severe 46 14 2620'-15" 10 0 1.5 Severe surcharging in DS portion due to water levels in Cedar River Trunk. No capacity problems in pipe. Location: See Figure 5-3S. SE 6th St between SE 5th St and Pierce Ave SE. 47A MH4692 RE*CEDAR1.R10-05A November 24, 1990 Minor/ Severe 47 8 155'-12", 660'-22", 720'-24" 36 0 2.5' Minor capacity issues due to pipe size. Surcharging from capacity problems in DS Cedar River Trunk Location: See Figure 5-3T. N 4th St west of Houser Way N. 47B MH0622 MH0639 November 24, 1990 Minor/ Severe 47 2 394'-8" 18 0 2' Pipe nearing capacity. Surcharging from capacity problems in DS system City of Renton 2015 Hydraulic Model Update Summary Report Page 5.27 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-4 Capacity Analysis for Ultimate Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) MH0639 MH0627 November 24, 1990 Severe 47 4 129'-6", 429'-8" 13 10 7' Capacity issues due to pipe size Location: See Figure 5-3T. Bronson Way NE from Grandley Way NE to Windsor Way NE. 47C MH1976 MH1975 November 24, 1990 Minor 47 1 311'-8" 8 0 1 Capacity issues due to pipe size Location: See Figure 5-3T. NE 4th St west of Edmonds Ave NE. 47D MH1851 MH1968 November 24, 1990 Minor/ Severe 47 1 469'-15" 55 0 3' Pipe nearing capacity. Surcharging from capacity problems in DS system Location: See Figure 5-3T. Houser Way N between Factory Pl N and N 4th St. 47E MH4645 MH4644 November 24, 1990 Minor 47 1 100'-15" 0 0 0 Pipe nearing capacity. Location: See Figure 5-3T. Sunset Blvd NE between Bronson Way NE and I-405. 48A MH0847 M H1360 February 8, 1996 Severe 48 2 360'-8" Entire run 0 14' Capacity issues due to pipe size Location: See Figure 5-3T. NE 7th St between Ferndale Pl NE and Harrington Ave NE. 50A MH0418 MH420 February 8, 1996 Moderate/ Severe 50 2 460'-8" 67 57 6' Capacity issues due to pipe size. Severe surcharging due to capacity problems in DS Bryn Mawr Interceptor Location: See Figure 5-3I. Cedar River Trail south of N 6th St. 65A MH2818 MH2760 January 9, 1990 Moderate 4,65 3 517'-24" Entire run 0 3' Includes upstream flows from SCWSD. Capacity issues due to pipe size. MH5275 MH5299 January 9, 1990 Severe 65 3 432'-18", 322'-20" Entire run 132 12' Includes upstream flows from SCWSD. Capacity issues due to pipe size. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.28 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-4 Capacity Analysis for Ultimate Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) Location: See Figure 5-3B. SE 16th St from Lake Youngs Way SE and north of SE Royal Hills Dr. 65B MH5301 MH5303 January 9, 1990 Severe 65 4 134'-15", 1001'-20" Entire run Entire run 21' Capacity issues due to pipe size. Backwater due to bend at MH 5302. Includes upstream flows from SCWSD Location: See Figure 5-3B. Off-road easement north of Royal Hills Dr SE and east of Harrington Pl SE. ESI1003A MH1923 MH1921 February 8, 1996 Minor/ Severe ESI1003 3 674'-8" 54 0 3' Capacity issues due to pipe size. Surcharging due to backwater in East Side Interceptor Location: See Figure 5-3I. Wells Alle y N from N 3rd St to N 1st St. ESI1003B MH4635 RE*ESI2.RO2-01 February 8, 1996 Moderate/ Severe ESI1003 7 944'-10" 84 82 11.5' Capacity issues due to pipe size. Severe surcharging due to backwater in East Side Interceptor Location: See Figure 5-3V. Off-road easement from Lake Washington Blvd N northwest toward Lake Washington. ESI1003C MH0192 RE*ESI2.RO1-03 February 8, 1996 Minor ESI1003 4 934'-8" 2 0 0.5' Minor capacity issues due to pipe size Location: See Figure 5-3F. Thomas Ave SW from SW 7th St to SW 10th St. ESI1003D MH2440 MH2244 February 8, 1996 Minor/ Severe ESI1003 1 240'-8" 58 0 2' Minor capacity issues due to pipe size. Surcharging due to backwater in East Side Interceptor Location: See Figure 5-3F. Hardie Ave SW between SW 5th Pl and SW 7th St. A1 MH0216 KC1735 February 8, 1996 Minor/ Moderate A 6 837'-15", 70'-16" 66 0 2' Capacity issues due to pipe slope. Surcharging in DS East Side Interceptor Location: See Figure 5-3F. Off-road easement parallel to Oakesdale Ave SW north of SW Grady Way. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.29 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-4 Capacity Analysis for Ultimate Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) A2 MH6188 MH6191 February 8, 1996 Minor/ Severe A 3 1175'-8" 22 10 5' Pipes nearing/slightly over capacity. Surcharging due to bend at MH6190 and backwater in DS South Interceptor Location: See Figure 5-3U. Off-road easement between Oaksdale Ave SW and SW 39th St. A3 MH0275 MH0286 February 8, 1996 Severe A 13 396'-8", 2000'-10" 39 31 12' Severe capacity issues due to pipe size. Severe surcharging due to capacity problems in DS South Interceptor Location: See Figure 5-3U. Off-road easement between Oaksdale Ave SW and Interurban Trail north of S 180th St. A4 MH0186 RE*ESI2.RO1-04 February 8, 1996 Minor A 2 275'-8" 2 0 0 Pipe over capacity for short duration. Negligible surcharging. Location: See Figure 5-3F. SW 10th St from Powell Ave SW towards Thomas Ave SW. B1 MH5191 MH2982 February 8, 1996 Minor/ Severe B 5 1367'-8" 5 0 2.5' Capacity issues due to pipe size. Additional surcharging due to possible pump capacity issues in Lift Station. Location: See Figure 5-3U. SW 34th St from Lind Ave SW to E Valley Rd. B2 MH3172 RE*SRENTON.R18-05 February 8, 1996 Minor/ Severe B 3 645'-8" 33 0 8' Pipe nearing capacity. Severe surcharging from capacity problems in DS South Renton Interceptor Location: See Figure 5-3U. 84th Ave S from SW 43rd St towards SW 41st St. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.30 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-4 Capacity Analysis for Ultimate Sewer Model - Problem Areas Problem Manhole No. Storm Event Rating Mini Pipe Length and Diameter Manhole Manhole Max Surcharge Comments Area Upstream Downstream Basin Sections Surcharge (hrs) Overtopping (hrs) Height (ft) B3 MH2987 RE*SRENTON.R18-11 February 8, 1996 Minor/ Severe B 7 2012'-12" 26 7 7' Pipes nearing/slightly over capacity. Severe surcharging from capacity problems in DS South Renton Interceptor Location: See Figure 5-3U. East Valley Rd from SW 34th St to SW 41st St, U6A MH4717 MH4713 N/A Minor U6 3 587'-8" Intermittent entire run 0 0.5' Intermittent surcharging due to LS 34 (Liberty). Model contains constant flow rate inputs for U- Basins Location: See Figure 5-3W. SE 137th Terrace from 160th Ave SE to 161st Pl SE, 161st Pl SE south from SE 137th Terrace. City of Renton 2015 Hydraulic Model Update Summary Report Page 5.31 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Based on discussions with Bruce Nairn of King County, the County’s interceptor located in Mini-Basin 50 has significant potential surcharging issues, primarily due to severe I&I problems in the upstream County-owned system. S urcharging potential was evident in the 2012 Model Analysis, and significantly more pronounced in the Ultimate Model Analysis. T he County plans to install a storage facility to dampen peak flows or implement an I&I repair and reduction program for the upstream system, or both. For the Ultimate Model analysis, it was assumed that this County trunk line would be at capacity (rather than significantly exceeding capacity) during the 20-year design flow-generating event, resulting from the future improvements. As a result of this assumption, the County’s trunk sewer would not cause backwater effects in the City’s sewer mains within Mini-Basin 50. Further coordination with the County is recommended with regard to the significant future zoning densification projected in the City, adjacent to their trunk sewer, within Mini- Basin 50. During the Ultimate Model analysis, some lift stations overtopped significantly; to the extent that the model could not complete its computations. These lift stations include East Valley (L04), Airport (L03), Stoneg ate (L29), and Long (L07). T he pumps in each of these cases were upsized to accommodate the peak flow rate with a single pump in operation to allow MIKE URBAN to complete the computations. The Airport and Stonegate pumps were modeled based on projected peak pump capa cities with as-designed impelle r upgrades. Since most or all of the City’s lift stations appear to only contain two duty pumps, any of the duplex stations operating with more than one pump would function beyond their design capacity. The I&I increase assumption of 7% per decade and a maximum of 28% for the Ultimate Model may be overly conservative for newer portions of the City constructed primarily with PVC and ductile iron pipes. These system degradation assumptions may be reasonable for the older portions of the system. During future analysis, pipe material and age should be taken into consideration in addition to flow monitoring. Also, the degree of I&I reduction efforts by the City should be taken into consideration for flow modeling. It may be more practical to assume lower degradation rates for some of the newer portions of the system. For sewer system locat ed in the “U” Basins, standard I&I assumptions (1500 gallons per day per acre) were used, with no applied degradation. It may be desirable to incorporate some degradation (such as 7%) for the newer system in future analyses. No flow monitors were associated with Mini-Basin A and a portion of B, which have multiple discharges to KC trunks; there was no check on the accuracy of these flows. The flows were generated from standard sanitary and I&I assumptions rather than subtracted from the South Interceptor. I&I parameters used by KC from an adjacent Model Basin were assigned, which may or may not be representative of actual conditions. Further monitoring and analysis is recommended (see Chapter 6). Although flows were calibrated to reasonable accuracy based on King County’s 2008-2011 flow monitoring data, all of the flows in the Ultimate Model are more heavily based on assumptions and projections, as detailed herein. It is advisable to City of Renton 2015 Hydraulic Model Update Summary Report Page 5.32 AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 conduct additional flow monitoring and analysis to verify the existence and extent of projected problem areas in the City’s system. LIFT STATION AND FORCE MAIN ANALYSIS A review of lift station and force main capacity was conducted for the 2012 and Ultimate model analysis. In each case, the model results were reviewed to determine the number of pumps operating during the peak storm event, and the maximum velocity of the flow in each force main. Typically, lift stations are designed so that a single pump is able to convey the peak 20-year flow. Flow velocities in the force main should be a maximum of 8 feet per second. Results are shown in Table 5-5. Table 5-5 Lift Station and Force Main Analysis Summary Lift Station Mini- Basin Force Main 2012 Analysis Ultimate Analysis Max. Pumps On Max. Force Main Velocity (fps) Max. Pumps On Max. Force Main Velocity (fps) L01-Shy Creek U4 8" PVC 1 3.5 1 3.5 L02-Devils Elbow 33 6" PVC 1 4.7 1 4.7 L03-Airport 16 5" PVC 1 2.8 1* 4.7 L04-East Valley B 12" DI 2 1.27 2 1.27 L05-Talbot Crest 6 3" PVC 1 4.3 1 4.3 L07-Long 21 6" PVC 1 0.97 1 0.97 L08-Kensington 65 3" PVC 1 5 1 5 L09-Wedgewood 22 10" DIP 1 1.3 1 1.3 L25-Lind Ave 28 8" PVC 1 4.4 1 4.4 L29-Stone Gate 20 8" PVC 1 1.7 1* 3.4 L30-Falcon Ridge 4 10" PVC 1 1.4 1 1.4 L32-Misty Cove 54 Not Modeled 2 N/A 2 N/A L34-Liberty U6 8" PVC 1 3.9 1 3.9 L39-Baxter 54 6" PVC 2 4.8 2 4.8 *Lift stations modeled to include pump impeller upgrades provided in lift station design City of Renton 2015 Hydraulic Model Update Summary Report Page 5.33 AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Results of the analysis show that most of the lift stations and all of the force mains are capable of conveying projected flows for 2012, as well as u ltimate scenarios. There are three lift stations which may have capacity problems based on the analysis. Misty Cove and Baxter Lift Stations are located in Mini Basin 54, which was calibrated in 2005. The service area for Baxter Lift Station includes large multi- family development which was added since the model calibration, and may be simulating sanitary flows that are larger than what actually occurs. The second pump for Misty Cove Lift Station only activated 3 times during the peak storm event. East Valley Lift Station also exceeded its capacity during both simulations. T he City provided data for this lift station during the calibration process. This data indicated that a second pump did activate a few times during the December 2010 storm used in the Calibration. T he second pump did not activate for Long Lift Station7. However, the station was close to its single pump capacity during the ultimate model simulation. Therefore, it is possible that the l ift s tation will eventually exceed its capacity if the service area sees significant population growth. INFILTRATION AND INFLOW ANALYSIS The runoff simulations for the 2012 model analysis were reviewed to estimate the peak inflow to the sewer system due to infiltration and inflow. This was done by determining the peak modeled RDII flow rate for the catchments in each calibrated mini-basin and dividing this by the area. Results of this analysis are provided in Table 5-6 . City of Renton 2015 Hydraulic Model Update Summary Report Page 5.34 AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 Table 5-6 Peak Infiltration and Inflow per Mini-Basin Sewer Mini-Basin Peak Storm Event Peak I/I(1) (gpad) Calibration Year(2) 1 November 4, 1998 4,580 2005 2 November 4, 1998 3,902 2005 3 November 4, 1998 4,062 2005 4 January 9, 1990 1,700 2015 5 November 24, 1990 19,223 2015 6 November 24, 1990 3,436 2015 7 November 4, 1998 6,618 2005 8 February 8, 1996 1,330 2005 9 February 8, 1996 7,718 2005 10 February 8, 1996 4,009 2005 11 February 8, 1996 7,724 2005 12 February 8, 1996 2,076 2005 13 February 8, 1996 17,189 2005 14 February 8, 1996 6,595 2005 15 February 8, 1996 9,248 2005 16 February 8, 1996 3,725 2005 17 November 24, 1990 6,17 2015 18 February 8, 1996 5,927 2005 19 February 8, 1996 1,140 2015 20 November 24, 1990 1,650 2005 21 November 24, 1990 2,443 2005 22 November 24, 1990 585 2005 23 January 9, 1990 539 2015 24 February 8, 1996 6,616 2015 25 November 24, 1990 4,400 2015 26 November 24, 1990 2,251 2005 27 February 8, 1996 3,595 2015 28 February 8, 1996 4,907 2005 29 February 8, 1996 3,924 2015 30A February 8, 1996 860 2015 30B February 8, 1996 329 2015 30C February 8, 1996 860 2015* 32 February 8, 1996 2,413 2005 33 January 9, 1990 798 2015 34 January 9, 1990 842 2015 35 November 24, 1990 1,199 2005 36 February 8, 1996 6,824 2015 37 February 8, 1996 7,085 2015 City of Renton 2015 Hydraulic Model Update Summary Report Page 5.35 AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 City of Renton 2015 Hydraulic Model Update Summary Report Page 5.36 Table 5-6 Peak Infiltration and Inflow per Mini-Basin Sewer Mini-Basin Peak Storm Event Peak I/I(1) (gpad) Calibration Year(2) 39 February 8, 1996 3,985 2015 40 February 8, 1996 3,891 2005 41 February 8, 1996 6,712 2015 42 January 9, 1990 2,804 2005 43 November 24, 1990 548 2015 44 November 24, 1990 37 2005 45 November 4, 1998 602 2005 46 November 24, 1990 3,081 2005 47 November 24, 1990 7,326 2015 48 February 8, 1996 2,065 2015 49 February 8, 1996 3,331 2015 50 February 8, 1996 12,370 2005 52 February 8, 1996 1,468 2005 54 February 8, 1996 4,429 2005 A February 8, 1996 10,232 2005** B February 8, 1996 3,932 2005** CEDAR02A November 24, 1990 3,088 2005 ESI1003 February 8, 1996 10,225 2005 RENT65 January 9, 1990 1,450 2015 1) RDII parameters determined in the 2005 wet weather calibration were set using wet weather at the Mini-Basin level. Those modified in the 2015 calibration were set at the model basin level. * Mini-Basin Basin 30C was calibrated with Basin 30A. ** RDII parameters for Mini-Basins A and B were not calibrated. During the 2005 model development, RDII parameters from adjacent basins with similar land use were assigned. Peak I/I flow rates for a 15 basins are very high, exceeding 6,000 gallons per acre per day. The calibration for many of these basins was performed in 2005. The I/I flow rates for Mini-Basin 5 and 13 exceed 15,000 gallons per acre per day. Although the calibration for Mini-Basin 5 was performed in 2015, it was done at the model basin level, and included decreases in the I/I parameters from the prior calibration. Mini-Basin 13 was calibrated in 2005. The 2012 and Ultimate model results show pipe capacity problems for many of the basins with high I/I flow rates.. Therefore, we recommend additional flow monitoring to verify the calibration in these basins. The Mini-Basin 44 I/I flow rate is extremely low, so flow-monitoring is also recommended to for this basin. See Chapter 6 for further discussion. PEAK BOUNDARY FLOW ANALYSIS The peak flow rates for each of the external boundary flows are tabulated below in Table 5-7. The flow rates for SOO003 and RNT042 were constant flow inputs. The rest of the flows were time series inputs. Since four separate storm events were AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 PEAK BOUNDARY FLOW ANALYSIS The peak flow rates for each of the external boundary flows are tabulated below in Table 5-7 . The flow rates for SOO003 and RNT042 were constant flow inputs. The rest of the flows were time series inputs . Since four separate storm events were used in the model analysis, the peaks were different magnitudes for each event. The peaks were also from different events depending on the boundary condition. For this table, the largest peak event was listed. Table 5-7 Peak Boundary Flows Boundary Flow Peak 2012 Flow (cfs) Peak Ultimate Flow (cfs) TUK015 24.16 34.50 SINT020 156.11 291.24 SOO021 2.62 4.42 SOO003 7.90 17.20 Cedar039A 13.56 21.02 RNT042 1.1 3.6 ESI4024 261.13 428.46 BLS043B 24.67 34.17 City of Renton 2015 Hydraulic Model Update Summary Report Page 5.37 AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 City of Renton 2015 Hydraulic Model Update Summary Report Page 5.38 Figure 5.2 2012 Sewer Model Analysis Results AGENDA ITEM #6. o) AGENDA ITEM #6. o) ANALYSIS & RESULTS Chapter 5 City of Renton 2015 Hydraulic Model Update Summary Report Page 5.39 Figure 5.3 Ultimate Sewer Model Analysis Results AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) CHAPTER 6 RECOMMENDATIONS AND SUMMARY This section of the report includes the recommendations for future flow monitoring and model updates. A summary of the King County hydraulic model compatibility and limitations of the model have also been included. FLOW MONITORING RECOMMENDATIONS As mentioned previously in this report, additional flow monitoring and analysis can be a worthwhile supplement to hydraulic modeling and verification of capacity deficiencies. Figure 6-1 (located at the end of this chapter) i dentifies recommended future modeling locations, and Table 6-1 lists the specific recommended locations for future monitors in addition to the general categories of the monitors. Figure 6-1 includes the following four categories of flow meters: 1.Locations of King County flow monitors from 2008-2011 (Black Rings ): These are locations where flow moni toring was conducted by King County for the decennial monitoring program, but much of the recorded data was missing or errant due to flow monitor issues. Additional monitoring is warranted at these locations to verify the flows in the tributary basins. 2.L ocations which King County did not monitor from 2008-2011 (Orange Rings): These locations include large tributary basin areas, and were not monitored. In some cases, downstream monitors did collect these tributary flow data, but the data is not detailed enough to examine the smaller upstream areas. Other locations are newer Mini-Basins or S ub-B asins, which have seen substantial growth since the model was developed. Monitoring is warranted at these locations to verify the flows in the tributary basins. 3.New flow meter locations to monitor specific 2012 Model problem areas (Violet Rings ): These locations would provide targeted monitoring to isolate and verify some of the more serious problem areas as identified by the 2012 Model Peak Flow Analysis. These areas are typically not immediately adjacent to previous flow monitor locations, or would be used to separate large branches of upstream sewer to help identify the cause and location of problems. Where feasible, attempts were made to select locations where a single meter could be used to help verify more than one problem area. 4.New f low m eter l ocations to m onitor s pecific Ultimate Model p roblem a reas (Blue Rings): These locations would provide targeted monitoring to isolate and verify some of the more serious problem areas as identified by the Ultimate Model Peak Flow Analysis. These City of Renton 2015 Hydraulic Model Update Summary Report Page 6.1 AGENDA ITEM #6. o) RECOMMENDATIONS & SUMMARY Chapter 6 areas are typically not immediately adjacent to previous flow monitor locations, or would be used to separate large branches of upstream sewer to help identify the cause and location of problems. Where feasible, attempts were made to select locations where a single meter could be used to help verify more than one problem area. It might be wise to install flow monitors for suspected problem areas using a phased approach, rather than installing all of the meters at the same time. This would allow more opportunity for evaluation of the metering to make sure useful and reliable data is being provided. Installation of flow meters at new locations or locations where data previously collected by King County was errant may potentially be a collaborative effort with King County, with each party sharing information and possibly expenses. Targeted use of flow meters could help locate areas with higher than normal I&I issues, which could potentially be repaired to avoid downstream piping upsizing and modifications. Flow monitors can be used to verify or refute projected capacity problems, potentially eliminating costly projects or providing confidence that improvements are warranted. Table 6-1 City of Renton Sewer Model Propo sed Flow Monitor Locations Basin Flow Monitor MH* Category** Problem Area 3 MH0084 (SE) 2 5 RE*SRENTON.R18-25 (S) 3 5B 5 RE*SRENTON.R18-17 (S) 3 5C 6 MH2999 3 5A, 6A 11 RE*ESI1.RO1-14 (E) 3 11A, 11B 13 MH2247 (N) 2 14 MH0066 (W) 3 14A 15 MH2120 (W) 3 15A, 15B, 15C 16 MH2113 (W) 4 16A 19 MH0246 (E) 1 21 MH5503 (N) 3 21A, 21B 22 MH3626 (E) 4 22A 23 MH0383 (NE) 1,3 23A, 23B 25 MH1650 (N) 4 2BC, 25D, 25E 26, U2 MH1746 (E) 2 26 MH1741 (N) 4 26A 38A MH0466 (N) 3 36A, 36B, 38A 39 MH0825 (N) 3 39A 40 RE*ESI4.RO2-19 (E) 1 City of Renton 2015 Hydraulic Model Update Summary Report Page 6.2 AGENDA ITEM #6. o) RECOMMENDATIONS & SUMMARY Chapter 6 Table 6-1 City of Renton Sewer Model Propo sed Flow Monitor Locations Basin Flow Monitor MH* Category** Problem Area 41 MH3511 (SW) 1,3 41A 42 MH3386 (N) 1 44 MH1264 (E) 2 45 MH2253 (E) 3 45A 47 MH4646 (E) 3 47B, 47C 47 MH2014 (N) 48 MH0843 (E) 3 48A 50 MH0420 (S) 4 50A RENT65 MH5302 (W) 2,4 65B RENT65 MH2760 (SW) 2,3 4a, 65A ESI1003 MH4629 (W) 4 ESI1003B ESI1003 MH1924 (S) 4 ESI1003A A MH0211 (S) 3 A1 A MH6191 (E) 3 A2 A MH0286 (W) 3 A3 B MH2982 (S) 3 B1 B MH3187 (N) 2,4 B3 U3 MH1709 (E) 2 U4, U6, U8 & U9 RE*CENTRALPLAT.MH-5 (N) 1 U6 MH4712 (E) 4 U6A * Proposed flow monitor locations include the necessary orientation. For example “(E)” indicates that the monitor would be installed in the pipe entering the identified manhole to the East. **Categories are as follows: 1)King County flow monitors with errant data 2)No Prior flow monitors – Mini-Basin flow verification 3)2012 Model problem areas 4)Ultimate Model problem areas KING COUNTY COMPATIBILITY The model was updated with the intent of achieving general compatibility with the models developed by King County during the Regional I&I study. Many of the assumptions and methodologies employed by the City and County models are consistent. Overall, the models are fairly compatible, and data can be shared between the models in a relatively straightforward fashion. Some of the main similarities between the models are listed below: City of Renton 2015 Hydraulic Model Update Summary Report Page 6.3 AGENDA ITEM #6. o) RECOMMENDATIONS & SUMMARY Chapter 6 •B oth models use the MOUSE hydraulic engine (MIKE URBAN r uns on the MOUSE engine). •The same formula was used for computing the base I&I for each mini- basin in the two models. •Both models include population projections based on PSRC planning data. •Both models use similar RDII parameters. •Both models were calibrated to the same dry weather and wet weather flow monitoring data. •DHI worked on calibrating the County’s and City’s original models for the wet weather season, and employed a similar methodology for both. •Both models use similar rainfall gauge assignments. •Both models feature detailed representations of King County trunklines within the City boundaries. •Boundary flow assignments to the City’s model conservatively represent boundary flow rates computed by King County. •Both models incorporate an assumed system degradation resulting in an I&I increase of 7.0 percent per decade. The City of Renton assumes a maximum increase of 28.0 percent for the Ultimate Models, whereas King County does not apply a cap for future projections. •Both models use the same hydraulic engine and computations, and both feature a similar overall set-up. There are some key differences between the City’s model and the King County models. The City’s model is much more detailed than any of the County’s models in terms of the representation of the physical system. The majority of the City’s system is included in the model, with flow present in all of the pipes. The physical detail in the City’s model allows it to be a powerful hydraulic tool for evaluation of system capacity at a local level. With the City’s model, it is possible to evaluate pipes as small as 8-inch diameter to evaluate capacity, throughout the City. The County’s model is intended to be a regional tool used to evaluate I&I and system capacity at a much broader and less refined level. With the models developed by the County, hydraulic evaluation of large sewer trunks is possible, but generally not smaller pipes. The County’s models are primarily hydrology models, with hydraulics for trunks. The City’s model is both a hydrologic and hydraulic model throughout. Some other key differences in the models are summarized below: City of Renton 2015 Hydraulic Model Update Summary Report Page 6.4 AGENDA ITEM #6. o) RECOMMENDATIONS & SUMMARY Chapter 6 •The population is assigned more representatively to the City’s model, by zoning categories. The City’s model has individual populations assigned to manholes by zone, while the County’s model feature lump net flow assignments, not targeted to specific zoning categories by individual manholes. The net results at the outlet of each mini-basin should be similar, but the flow in the local system is more representative in the City’s model. •A conservative factor of 25% was added to all of the projected populations within the City’s model. The County may have applied different measures of conservatism into their models, but it is believed that they did not apply a 25% increase to the population assignments. •Efforts were made in the City’s model to check to make sure realistic per capita flow rates were assigned, and adjustments to projected population distributions were made as deemed appropriate. •The area assignments between the models differ. King County applied several discount factors reducing the area assigned to each mini-basin. In the City’s model, the overall areas (generally not including parks and open space) were equally assigned to all of the manholes within each mini-basin. As a result, much larger overall areas were assigned to the 2012 Renton Model. This does not create a difference in the calibrated wet weather flows for the 2012 model, but may have an impact to flows in the Ultimate Model and future scenarios. •The City’s model has the ability to accurately simulate lift station operation and settings, whereas the County’s models did not generally include that level of detail. The County did not model lift station operation, focusing instead on the larger picture. •The original wet weather calibration for Renton’s model started with similar RDII parameters to King County, but these were refined by DHI, and further refined by Stantec to provide a more representative and system specific calibration. •The County performed complex statistical analyses and developed synthetic storm events to represent 20-year peak flows within the various basins. The scope and budget of the City’s model did not support this level of analysis. Per the County’s suggestion, events ranked by the County were assumed to represent the various storm events used for the City’s analyses. •The County’s Ultimate models do not use diurnal sanitary flows; instead, they use a constant average sanitary flow rate throughout the model simulations. •Due to the system-specific detail in the City’s model, it takes significantly longer to perform computations. City of Renton 2015 Hydraulic Model Update Summary Report Page 6.5 AGENDA ITEM #6. o) RECOMMENDATIONS & SUMMARY Chapter 6 •The County generally uses more conservative I&I assumptions (such as 2,000 gallons per acre per day) for areas projected to be served in the future (the City generally used 1500 gallons per acre pre day for new projected areas). LIMITATIONS OF THE MODEL The limitations of the model generally relate to limitations in the data and assumptions used to develop the model, the budget used to develop the model, and limitations of the software. Some of the main limitations are summarized below: •The data used to develop the City’s model was found to contain a large volume of missing information, incorrect information, and inconsistencies. Numerous assumptions were used to correct this data, including interpolations and datum assumptions. Although the piping in the model all flows downhill, there is certainly a portion of model data that is inaccurate to some extent. •The diurnal curves assigned to the model apply to the overall mini- basins. Targeted diurnal curves used for each zoning category were not used; therefore, although flow is represented in all of the piping throughout the model, it can be considered an average of the upstream flow generation at any point. The diurnal curve applied to any node within a mini-basin will have the average flow values for the total system, but may not represent the actual specific flow patterns from an individual area, such as a school. The diurnal patterns generally represent the overall make-up of the mini-basins (residential versus employment, etc.). •Although I&I is assigned to most of the manholes in each mini-basin, weighted areas to each manhole were not assigned; most manholes typically receive the average area for the mini-basin. This functions to distribute average mini-basin I&I rates to each manhole, but does not isolate I&I issues within each mini-basin, since only the total flow at the downstream monitors were used to calibrate the flows. •The RDII parameters used to develop the antecedent soil and groundwater conditions are very complex, and difficult to accurately represent. The County performed more extensive research and evaluation when determining their parameters, the results of w hich were largely applied to the City’s model. However, the specific conditions defining how surface water and groundwater enter the sewage system are extremely complex, and the RDII parameters assigned to the model will not necessarily be able to accurately predict future performance, even though they were determined and estimated using flow monitoring data from a couple of seasons. City of Renton 2015 Hydraulic Model Update Summary Report Page 6.6 AGENDA ITEM #6. o) RECOMMENDATIONS & SUMMARY Chapter 6 •The storm events assigned to the model may or may not provide representative 20/30-year design flows within the system. The extent of the rainfall data analyzed by King County was approximately 60 years, and there are no guarantees that the storm flow rankings correspond to the appropriate storm events over that limited period of data. •There were many inconsistencies, gaps, and a lot of “noise” in the flow monitoring data obtained by the County, and calibration was anything but an exact science. For some b asins, the data was non- existent or inadequate to provide accurate calibrations. Without further flow monitoring efforts, there should be limited confidence in any of the projected flow rates from non-calibrated basins/mini- basins. •The flow monitoring data obtained from the County was collected a the model basin level, which was at a much broader scale than the data collected for the 2001 I/I study, which was collected at the mini- basin level. Without more refined flow data, changes to the calibration of the model were less precise than the prior effort, and may have significant impacts on the analysis results. •The large volume of data compiled from numerous sources and the extensive estimations, judgment, and assumptions used to create the model make it a very powerful tool, but common sense and sound engineering judgment should be applied to all results. The data provided by model analysis is simply a planning level tool to determine areas that will need further analysis prior to implementation of any capital improvements. A dditional analysis and flow-monitoring may be prudent prior to proceeding with large-scale system improvements in many parts of the system, as described earlier in this report in more detail. It is always advisable to apply sound engineering judgment coupled with real- world perspective to make sure that modeling results make sense and fit the appropriate conditions being studied. The physical components of projected “problem areas” such as manhole invert elevations, pipe slopes, and pipes sizes should be verified to ensure that the model is an accurate representation of the actual system. City of Renton 2015 Hydraulic Model Update Summary Report Page 6.7 AGENDA ITEM #6. o) RECOMMENDATIONS & SUMMARY Chapter 6 Figure 6.1 Proposed Flow Monitor Locations City of Renton 2015 Hydraulic Model Update Summary Report Page 6.8 AGENDA ITEM #6. o) APPENDICES APPENDIX A – Dry Weather Flow Calibration Time Series City of Renton 2015 Hydraulic Model Update Summary Report Page A AGENDA ITEM #6. o) 00:00:001-9-201000:00:002-9-201000:00:003-9-201000:00:004-9-201000:00:005-9-201000:00:006-9-201000:00:007-9-201000:00:008-9-20100.00.20.40.60.81.01.21.41.61.82.02.22.42.62.83.03.23.43.6[cfs]Time Series Link DischargeLink DischargeGM05310 (MH5304 -> MH2759) 74.47External TS 1Rent 65 DryAGENDA ITEM #6. o) 00:00:001-9-201000:00:002-9-201000:00:003-9-201000:00:004-9-201000:00:005-9-201000:00:006-9-201000:00:007-9-201000:00:008-9-20100.000.010.020.030.040.050.060.070.080.090.100.110.120.130.140.150.160.170.180.190.200.210.220.23[cfs]Time Series Link DischargeLink DischargeGM02800 (MH1852 -> MH1851) 120.91External TS 1RNT 17 DryAGENDA ITEM #6. o) 00:00:001-9-201000:00:002-9-201000:00:003-9-201000:00:004-9-201000:00:005-9-201000:00:006-9-201000:00:007-9-201000:00:008-9-20100.00.10.20.30.40.50.60.70.80.91.01.11.21.31.4[cfs]Time Series Link DischargeLink DischargeGM01571 (MH0520 -> MH0383) 24.48External TS 1RNT 23 DryAGENDA ITEM #6. o) 00:00:001-9-201000:00:002-9-201000:00:003-9-201000:00:004-9-201000:00:005-9-201000:00:006-9-201000:00:007-9-201000:00:008-9-20100.000.050.100.150.200.250.300.350.400.450.500.550.60[cfs]Time Series Link DischargeLink DischargeGM02237 (MH1773 -> MH1156) 109.94External TS 1RNT 25 DryAGENDA ITEM #6. o) 00:00:001-9-201000:00:002-9-201000:00:003-9-201000:00:004-9-201000:00:005-9-201000:00:006-9-201000:00:007-9-201000:00:008-9-20100.000.050.100.150.200.250.300.350.400.450.500.55[cfs]Time Series Link DischargeLink DischargeGM00108 (MH0206 -> MH0205) 108.45External TS 1RNT 28 DryAGENDA ITEM #6. o) 00:00:001-9-201000:00:002-9-201000:00:003-9-201000:00:004-9-201000:00:005-9-201000:00:006-9-201000:00:007-9-201000:00:008-9-20100.00.10.10.20.20.30.30.40.40.50.50.60.60.70.70.80.80.90.91.0[cfs]Time Series Link DischargeLink DischargeGM01793 (MH0715 -> MH0714) 90.57External TS 1RNT 30A DryAGENDA ITEM #6. o) 00:00:001-9-201000:00:002-9-201000:00:003-9-201000:00:004-9-201000:00:005-9-201000:00:006-9-201000:00:007-9-201000:00:008-9-20100.00.20.40.60.81.01.21.41.61.82.02.22.42.62.83.03.2[cfs]Time Series Link DischargeLink DischargeGM04481 (MH4653 -> MH4652) 99.98External TS 1RNT 30B DryAGENDA ITEM #6. o) 00:00:001-9-201000:00:002-9-201000:00:003-9-201000:00:004-9-201000:00:005-9-201000:00:006-9-201000:00:007-9-201000:00:008-9-20100.00.10.20.30.40.50.60.70.80.91.01.11.21.31.41.51.61.7[cfs]Time Series Link DischargeLink DischargeGM01350 (MH3756 -> MH0368) 113.70External TS 1RNT 35 DryAGENDA ITEM #6. o) 00:00:001-9-201000:00:002-9-201000:00:003-9-201000:00:004-9-201000:00:005-9-201000:00:006-9-201000:00:007-9-201000:00:008-9-20100.000.020.040.060.080.100.120.140.160.180.200.220.240.260.280.300.32[cfs]Time Series Link DischargeLink DischargeGM05921 (MH5705 -> MH3511) 83.15External TS 1RNT 41 DryAGENDA ITEM #6. o) 00:00:001-9-201000:00:002-9-201000:00:003-9-201000:00:004-9-201000:00:005-9-201000:00:006-9-201000:00:007-9-201000:00:008-9-20100.000.050.100.150.200.250.300.350.400.450.500.550.600.65[cfs]Time Series Link DischargeLink DischargeGM01059 (MH1205 -> MH1206) 79.00External TS 1RNT 43 DryAGENDA ITEM #6. o) 00:00:001-9-201000:00:002-9-201000:00:003-9-201000:00:004-9-201000:00:005-9-201000:00:006-9-201000:00:007-9-201000:00:008-9-20100.00.20.40.60.81.01.21.41.61.82.02.22.42.62.83.03.23.43.63.84.04.24.44.6[cfs]Time Series Link DischargeLink DischargeGM03455 (MH2254 -> MH2253) 87.38External TS 1RNT 45 DryAGENDA ITEM #6. o) 00:00:001-9-201000:00:002-9-201000:00:003-9-201000:00:004-9-201000:00:005-9-201000:00:006-9-201000:00:007-9-201000:00:008-9-20100.00.20.40.60.81.01.21.41.61.82.02.22.42.62.83.03.23.43.63.8[cfs]Time Series Link DischargeLink DischargeGM03057 (MH2009 -> MH2014) 82.81External TS 1RNT 47 DryAGENDA ITEM #6. o) 1-9-20103-9-20105-9-20107-9-20100.00.20.40.60.81.01.21.41.61.82.02.22.42.62.8[cfs]Time Series Link DischargeLink DischargeRE*SRENTON.R18-03l1 (RE*SRENTON.R18-03 -> RE*SRENTON.R18-02) 98.66External TS 1SRENT002 DryAGENDA ITEM #6. o) APPENDICES APPENDIX B – Wet Weather Flow Calibration Time Series City of Renton 2015 Hydraulic Model Update Summary Report Page B AGENDA ITEM #6. o) 00:00:0010-12-201000:00:0011-12-201000:00:0012-12-201000:00:0013-12-201000:00:0014-12-201000:00:0015-12-201000:00:0016-12-201000:00:0017-12-20100.000.020.040.060.080.100.120.140.160.180.200.220.240.260.280.300.320.34[cfs]Time Series Link DischargeLink DischargeGM02800 (MH1852 -> MH1851) 120.91External TS 1RNT017AGENDA ITEM #6. o) 00:00:0010-12-201000:00:0011-12-201000:00:0012-12-201000:00:0013-12-201000:00:0014-12-201000:00:0015-12-201000:00:0016-12-201000:00:0017-12-20100.00.10.20.30.40.50.60.70.80.91.01.11.21.31.41.51.61.71.8[cfs]Time Series Link DischargeLink DischargeGM01571 (MH0520 -> MH0383) 24.48External TS 1RNT023AGENDA ITEM #6. o) 00:00:0010-12-201000:00:0011-12-201000:00:0012-12-201000:00:0013-12-201000:00:0014-12-201000:00:0015-12-201000:00:0016-12-201000:00:0017-12-20100.00.10.20.30.40.50.60.70.80.91.01.11.21.31.41.5[cfs]Time Series Link DischargeLink DischargeGM02237 (MH1773 -> MH1156) 109.94External TS 1RNT025AGENDA ITEM #6. o) 00:00:0010-12-201000:00:0011-12-201000:00:0012-12-201000:00:0013-12-201000:00:0014-12-201000:00:0015-12-201000:00:0016-12-201000:00:0017-12-20100.00.10.10.20.20.30.30.40.40.50.50.60.60.70.70.80.80.90.91.01.0[cfs]Time Series Link DischargeLink DischargeGM00108 (MH0206 -> MH0205) 108.45External TS 1RNT028AGENDA ITEM #6. o) 00:00:0010-12-201000:00:0011-12-201000:00:0012-12-201000:00:0013-12-201000:00:0014-12-201000:00:0015-12-201000:00:0016-12-201000:00:0017-12-20100.00.20.40.60.81.01.21.41.61.82.02.22.42.62.8[cfs]Time Series Link DischargeLink DischargeGM01793 (MH0715 -> MH0714) 90.57External TS 1RNT030AAGENDA ITEM #6. o) 00:00:0010-12-201000:00:0011-12-201000:00:0012-12-201000:00:0013-12-201000:00:0014-12-201000:00:0015-12-201000:00:0016-12-201000:00:0017-12-20100.00.51.01.52.02.53.03.54.04.55.05.56.06.5[cfs]Time Series Link DischargeLink DischargeGM04481 (MH4653 -> MH4652) 99.98External TS 1RNT030BAGENDA ITEM #6. o) 00:00:0010-12-201000:00:0011-12-201000:00:0012-12-201000:00:0013-12-201000:00:0014-12-201000:00:0015-12-201000:00:0016-12-201000:00:0017-12-20100.00.51.01.52.02.53.03.54.04.55.0[cfs]Time Series Link DischargeLink DischargeGM01350 (MH3756 -> MH0368) 113.70External TS 1RNT035AGENDA ITEM #6. o) 00:00:0010-12-201000:00:0011-12-201000:00:0012-12-201000:00:0013-12-201000:00:0014-12-201000:00:0015-12-201000:00:0016-12-201000:00:0017-12-20100.00.10.20.30.40.50.60.70.80.91.01.11.21.31.4[cfs]Time Series Link DischargeLink DischargeGM05921 (MH5705 -> MH3511) 83.15External TS 1RNT041AGENDA ITEM #6. o) 00:00:0010-12-201000:00:0011-12-201000:00:0012-12-201000:00:0013-12-201000:00:0014-12-201000:00:0015-12-201000:00:0016-12-201000:00:0017-12-20100.000.050.100.150.200.250.300.350.400.450.500.550.600.650.700.750.800.85[cfs]Time Series Link DischargeLink DischargeGM01059 (MH1205 -> MH1206) 79.00External TS 1RNT043AGENDA ITEM #6. o) 10-12-201012-12-201014-12-201016-12-201018-12-20100.00.51.01.52.02.53.03.54.04.55.05.56.06.57.07.58.0[cfs]Time Series Link DischargeLink DischargeGM03057 (MH2009 -> MH2014) 82.81External TS 1RNT047AGENDA ITEM #6. o) 00:00:0010-12-201000:00:0011-12-201000:00:0012-12-201000:00:0013-12-201000:00:0014-12-201000:00:0015-12-201000:00:0016-12-201000:00:0017-12-20100.01.02.03.04.05.06.07.08.09.010.011.012.0[cfs]Time Series Link DischargeLink DischargeGM05309 (MH5303 -> MH5304) 33.19External TS 1RENT65AGENDA ITEM #6. o) 10-12-201012-12-201014-12-201016-12-20100.00.51.01.52.02.53.03.54.04.55.05.56.06.57.07.58.08.59.0[cfs]Time Series Link DischargeLink DischargeRE*SRENTON.R18-03l1 (RE*SRENTON.R18-03 -> RE*SRENTON.R18-02) 98.66External TS 1SRENT002AGENDA ITEM #6. o) APPENDICES APPENDIX C – Figure 5-2A through Figure 5-2S: 2012 Sewer Model Analysis Results City of Renton 2015 Hydraulic Model Update Summary Report Page C AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) APPENDICES APPENDIX D – Figure 5-3A through Figure 5-3W: Ultimate Sewer Model Analysis Results City of Renton 2015 Hydraulic Model Update Summary Report Page D AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) APPENDICES | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 Appendix G TM 1 - RAIN AND FLOW MONITORING AND PROJECTIONS AGENDA ITEM #6. o) AGENDA ITEM #6. o) TITLE | TM 1 | CLIENT   City of Renton  LRWWMP  Technical Memorandum ͭ  RAIN AND FLOW MONITORING &  PROJECTIONS  DRAFT | September ͮͬͭ͵    AGENDA ITEM #6. o) AGENDA ITEM #6. o)     City of Renton  LRWWMP  Technical Memorandum ͭ  RAIN AND FLOW MONITORING & PROJECTIONS  DRAFT | September ͮͬͭ͵    This document is released for the  purpose of information exchange review  and planning only under the authority of  Daniel L. Reisinger, September ͮͬ, ͮͬͭ͵  Washington PE License No. ͱͯͲͱͳ.  AGENDA ITEM #6. o) AGENDA ITEM #6. o) LRWWMP | TM 1 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵ | iii  Contents Technical Memorandum 1 Rain and Flow Monitoring & Projections 1-1  ͭ.ͭ Study Area ͭ‐ͭ  ͭ.ͮ Sewer Collection System Flows ͭ‐ͭ  ͭ.ͮ.ͭ Dry Weather Flow Components ͭ‐ͭ  ͭ.ͮ.ͮ Wet Weather Flow ͭ‐Ͱ  ͭ.ͯ Flow Monitoring Program ͭ‐ͳ  ͭ.ͯ.ͭ Program Description ͭ‐ͳ  ͭ.ͯ.ͮ Flow Monitoring Results ͭ‐ͭͮ  ͭ.ͯ.ͯ Dry Weather Flow Projections ͭ‐ͭͳ  ͭ.ͯ.Ͱ Wet Weather Flow Projections ͭ‐ͭ͵  Attachments Attachment A ADS ͮͬͭʹ‐ͮͬͭ͵ Flow Monitoring Report  Attachment B ADWF Development Review Packet  Tables Table ͭ.ͭ Flow Meter General Information ͭ‐ͳ  Table ͭ.ͮ Dry Weather Flow Summary ͭ‐ͭͯ  Table ͭ.ͯ Rainfall Event Summary for Calibration (ͮͬͭͳ‐ͮͬͭʹ) ͭ‐ͭͯ  Table ͭ.Ͱ Flow Meter Basins ADWF Development ͭ‐ͭʹ  Table ͭ.ͱ Wet Weather Flow Development ͭ‐ͮͬ  Figures Figure ͭ.ͭ Study Area Boundary ͭ‐ͭ  Figure ͭ.ͮ Typical Wastewater Flow Components ͭ‐ͯ  Figure ͭ.ͯ Typical Sources of Inflow and Infiltration ͭ‐ͱ  Figure ͭ.Ͱ Typical Effects of Inflow and Infiltration ͭ‐Ͳ  Figure ͭ.ͱ Flow Monitoring Locations ͭ‐͵  Figure ͭ.Ͳ Flow Monitoring Schematic ͭ‐ͭͭ  Figure ͭ.ͳ Typical Weekday vs Weekend Dry Weather Flow Variation (MHͬͱͯͳ) ͭ‐ͭͰ  Figure ͭ.ʹ Typical Rainfall Activity over Flow Monitoring Period ͭ‐ͭͱ  AGENDA ITEM #6. o) CITY OF RENTON | TM 1 | LRWWMP  iv | SEPTEMBER ͮͬͭ͵ | DRAFT Figure ͭ.͵ Rainfall Accumulation Plot ͭ‐ͭͲ Figure ͭ.ͭͬ Example of Wet Weather Flow Response (MHͭͯͲͬ) ͭ‐ͭͳ Figure ͭ.ͭͭ LRWWMP Design Storms ͭ‐ͭ͵ AGENDA ITEM #6. o) LRWWMP | TM 1 | CITY OF RENTON DRAFT | SEPTEMBER ͮͬͭ͵ | v  Abbreviations ADWF Average Dry Weather Flow  BI base infiltration  BWF base wastewater flow  Carollo Carollo Engineers, Inc.  City City of Renton  d/D depth vs diameter  DEQ Department of Environmental Quality  DWF dry weather flow  gpd/ac gallons per day per acre  GWI Groundwater Infiltration  I/I Inflow and Infiltration  LRWWMP Long Range Wastewater Management Plan  mgd million gallons per day  PE Person Equivalent  PWWF Peak Wet Weather Flow  SSOs sanitary sewer overflows  TM Technical Memorandum  WWF wet weather flow  AGENDA ITEM #6. o) AGENDA ITEM #6. o) LRWWMP | TM 1 | CITY OF RENTON DRAFT | SEPTEMBER ͮͬͭ͵ | ͭ‐ͭ  Technical Memorandum 1 RAIN AND FLOW MONITORING & PROJECTIONS  This Technical Memorandum (TM) reviews the existing wastewater flows and presents the  projected wastewater flows for future conditions within the City of Renton’s (City) wastewater  collection system. Existing flows are based on data collected by ADS’s flow monitoring program  (further detail in Attachment A) and the Person Equivalent (PE) developed by Stantec (further  detail in Appendix F).  1.1   Study Area  The collection system area is served, owned and operated by the City. The City's existing  wastewater service area is illustrated in Figure ͭ.ͭ, and mostly follows City limits. The flow  projections for this study only include the portion of the system within the service area identified  in Figure ͭ.ͭ. The extent of the future wastewater service area matches the exiting wastewater  service area. No additional area will be included to the City's existing wastewater service area in  the ͮͬ‐year planning horizon. The Service Area boundary on Figure ͭ.ͭ will be called Study Area  for the remainder of this project.  1.2   Sewer Collection System Flows  Sewer collections systems are intended to convey sanitary flows from customers (dry weather  flow [DWF]), but frequently have additional flows from other sources (wet weather flow [WWF]).  The different flow components are described in the section below and illustrated in Figure ͭ.ͮ.  1.2.1   Dry Weather Flow Components  There are two primary components of DWF. 1.2.1.1 Base Wastewater Flow The base wastewater flow (BWF) is the sanitary flow generated by routine water usage of the  City’s residential, commercial, and industrial customers. Conveying this flow is the primary  function of the collection system. The flow has a diurnal pattern that varies by customer.  Typically, a residential diurnal pattern has two peaks with the more pronounced peak following  the wake‐up hours of the day, and a less pronounced peak occurring in the evening. Commercial  and industrial patterns, though they vary depending on the type of use, typically have more  consistent higher flow patterns during business hours, and lower flows at night. Furthermore,  the diurnal flow pattern of a weekend may vary from the diurnal flow experienced during a  weekday.  AGENDA ITEM #6. o) AGENDA ITEM #6. o) 142ND AVE SE144TH AVE SES 116TH ST SE 196TH ST NE 24TH ST SE 148TH ST 172ND AVE SE88TH AVE SLAKE WASHINGTON BLVD NNE 21ST ST UNION AVE NE121ST PL SESE 144TH ST W JAMES ST S 132ND ST BURNETT AVE NS 212TH WAYKLI C K I T A T D R NE 19TH ST S ORCAS ST 84TH AVE SEHARDIE AVE SWSOUTHCE N T E R B L V D MAPL E V A L L E Y H W Y S 208TH ST 120TH PL SE S 115TH PL MAIN AVE SSE 141ST STTALBOT RD S84TH AVE S135TH AVE SES 1 3 0 T H P L CEDAR AVE S4TH AVE NSUNSET BLVD NE134TH AVE SEBENSON RD S S MORGAN ST S FINDLAY ST LINCOLN AVE NEHOQUIAM AVE NES LEO ST SE 227TH PL S 15TH STWILSON AVE S S 134TH ST 160TH AVE SE126TH AVE SESE 218TH PL 148TH AVE SEN 30TH ST S BANGOR ST IN T E R U R B A N A V E S S LUCILE ST SR 5 1 8 W MERCER WAY112TH AVE SE94TH AVE SSE 179TH ST S 190TH ST S 178TH ST 120TH AVE SE130TH AVE SEW A T E R S A V E S 59TH AVE SS 164TH ST 78TH AVE SES 115TH ST 76TH AVE SNE 7TH PL S 130TH STCORNEL L A V E S S O M E R S E T B L V D S E CASCADE KY 127TH AVE SESE 60TH ST EDMONDS AVE NEI- 5 FWY SE 79TH D R N 38TH ST S K A G I T K Y CENTRAL AVE NNE 2ND ST NE 12TH ST S OTHELLO ST NE 8TH ST E JAMES ST SE 56TH ST NE 7TH ST S LA K E R I D G E D R SE 192ND DR58TH AVE SS 200TH ST S 116TH P L HARRINGTON AVE NES GRAHAM ST 143RD AVE SE100TH AVE SEBE A C O N A V E S S MEAD ST NE 6TH PL 131ST AVE SESE 235TH S T DUVALL AVE NES BRANDON ST SE 64TH ST SE 38TH ST 85TH PL SESE 145TH P L S 2ND STLIND AVE NWSE 75TH PL P E T E R G R U B B R D S E S HOLLY ST 155TH AVE SESE 61ST ST 104TH PL SE63RD AVE SSE 40TH P L 133RD AVE SEWELLS AVE S137TH AVE SE164TH WAY SEANACORTES AVE NE1 2 9 TH P L S E86TH AVE SE121ST AVE SESE 45TH ST E MERCER WAYSE 200TH ST118TH AVE SE98TH AVE SREDMOND AVE NENE 6TH ST87TH AVE SS 124TH ST SE 83 R D S T SE 158TH S T 93RD AVE S52ND AVE SSE 46TH WAY 48TH AVE SSE 48TH DR S 129TH S T 85TH AVE SSE 134TH ST SE 1 7 0 T H S T162ND AVE SE151ST AVE SES 19TH ST 164TH AVE SESE 46TH ST OLYMPIA AVE NESE 160TH ST S 14TH ST S ROXBURY ST W E S T L A K E S A M M A M I S H P K W Y S E CRESTWOOD DR SMONROE AVE NE123RD AVE SEHAZEL AVE NS 117TH ST W A B A S H A V E S 128TH AVE SE54TH AVE SSE 183 R D D RJERICHO AVE NESE 221ST ST 175TH AVE SESE 216TH ST NE 9TH ST S 220TH ST HOUSER WAY NKIRKLAND AVE NEN 5TH ST N 6TH ST S MYRTLE ST SE 71ST ST SE PETRO V I T S K Y R D 66TH AVE SSE 223RD ST SE 128TH ST SE 156TH ST 124TH AVE SESE 244TH ST SE 4TH ST N 3RD ST SE 73RD PL S 127TH ST S WILLOW ST BREMERTON AVE NE168TH PL SESE 164TH ST INDUSTRY DRFO R E S T D R S E BRONSON WAY NES RYAN ST S NORFOLK ST TUKWILA PKWY SE 228TH ST SE 55TH ST SE 142ND ST S 3RD ST82ND AVE SESE CARR R D S 216TH ST S 128TH ST SE 172ND ST NE 16TH ST SE R E N T O N - I S S A Q U A H R D SE 202ND PL108TH AVE SE146TH AVE SE57TH AVE SSE 136TH STROSARIO PL NESE 116TH ST SE 162ND ST NE 22ND STAVALON DRSE 68TH ST SE 40TH ST SE 42ND ST SE 72ND ST S SU N N Y C R E S T R D DIX O N D R SFOREST AVE SE SE 212TH ST93RD AVE SESTRANDER BLVD S 196TH ST L A K E W A SH ING TON B L VD S SE 138TH PLSW 4TH P L SR 167SE 208TH ST 150TH AVE SENILE AVE NE104TH AVE SEN 10TH ST VILL A G E P A R K D R S E S 218TH ST SOMERSET DR SEWEST LAKE DES IRE DR SE177TH AVE SESE 224TH ST S 112TH ST SE 52ND S T ILWACO AVE NEBENSON DR SS 144TH ST LIND AVE SW55TH AVE SNE 10TH STHIGHLAND DRMIL L AVE S S 212TH ST SE 183RD ST S 224TH ST NE 23RD PL ANDOVER PARK W50TH AVE S49TH AVE SS 113TH STSEWARD PARK AVE SNEWCASTLE GOLF CLUB R D S HENDERSON ST SE 47T H S T S 120TH ST SE 219TH PL51ST AVE SNEW C A S T L E W A Y 125TH AVE SESE 76TH ST SHATTUCK AVE SPELLY AVE NSW 7TH ST 188TH AVE SES 121ST ST S 237TH PL N 29TH ST 53RD AVE SSE 51ST S T 129TH AVE SESE 233RD ST SE 91ST ST SE 176TH STBLAINE AVE NE127TH PL SESW 12TH ST SE 223RD DR 161ST AVE SEHIGH AVE SSE 42ND PL NE 4TH ST SE 66TH ST MONTEREY AVE NESE 225TH ST SE LAKE YOUN G S R D SE ALLEN RD BURNETT AVE SSW 39TH ST SE 221ST PL65TH AVE SSE FA I R W O O D B L V D PARKSIDE WAY SEN 32ND ST E SMITH ST S LANGSTON RD SOUTHCENTER PKWYL A K E S I D E B L V D E SW 16TH ST MINKLER BLVD 85TH AVE SEN 31ST ST SW 10TH ST S 192ND ST 171ST PL SE S 204TH ST SE 5TH ST SE 226TH ST MERCER W O O D D R SW 3RD P L SW SUNSET BLVD SE 106TH ST SE 192ND ST 68TH AVE S149TH AVE SESE 220TH PL77TH AVE SSE 80TH ST 78TH AVE S62ND AVE SSE 2ND PL S 2 3 1 S T S T47TH AVE SSE 180TH STPOWELL AVE SWS JUNEAU ST SE 214TH ST171ST AVE SES 114TH ST 3RD AVE NSE 121ST PL PARK AVE NSE 59TH ST89TH AVE SE88TH AVE SEGARDEN AVE NSE 186TH ST91ST AVE SE81ST AVE SE92ND AVE SE2ND AVE N1ST AVE NS TAFT ST PASCO PL NENE SUNS E T B L V D MACADAM RD S136TH AVE SESE 241ST S TMI L ITARY RD S SE 80 T H W A Y SE 188TH ST117TH AVE SES 50TH ST S AVON ST 190TH AVE SE80TH AVE SESE 168TH ST S 194TH ST N 4TH ST 132ND AVE SE81ST PL SE116TH PL SE80TH AVE S102ND AVE SE126TH PL SEW SMITH ST SE 65TH ST UNION AVE SESE 110 T H S T SE 204TH ST S PUGET DRRAIN IER AVE N181ST AVE SE176TH AVE SE170TH PL SE S 160TH ST SE 58TH ST NE 3RD ST SE 3RD PL S 170TH ST AIRPORT WAY S TOBIN ST SE 228TH PL SE 4TH PL SE 112TH ST SE 49TH ST SE 240TH ST SE 184TH ST116TH AVE SEABERDEEN AVE NES 240TH ST SW GRAD Y W A Y 64TH AVE SGRANT AVE SSE 149TH STISLAND CREST WAYALVORD AVE NS 32ND ST SE 204TH WAY R E N T O N A V E S SUNSET BLVD N56TH AVE S S 36TH PLOAKESDALE AVE SW180TH AVE SENE PARK DR 163RD PL SELOGAN AVE NSW 19TH ST 113TH AVE SESE 63RD ST I- 4 0 5 FWY RAINIER AVE S PUGET DR SE50 T H P L S SE L I C O R I C E W A Y NE 27TH ST SE 44TH ST COAL CREEK PKWY SE119TH AVE SESE 1 7 0 T H P L 140T H W A Y S E N 8TH ST 92ND AVE S80TH PL SESE 43RD ST JONES AVE NE174TH AVE SEPATRIOT WAY SESE 232ND ST SW 34TH ST 184TH AVE SE72ND AVE SLUMMI KY 106TH AVE SESW 41ST ST S GRADY W A Y FACTORIA BLVD SES 126TH STANDOVER PARK ES 228TH ST59TH PL SSE 53RD PL LAKEMONT BLVD SES 180TH ST M A R T I N L U T H E R K I N G J R W A Y S S 188TH ST SW 27TH ST 156TH AVE SE138TH AVE SE136TH PL SES 222ND ST 66T H L N S 152ND AVE SEWEST VALLEY HWY183RD AVE SESE 184TH PL 89TH AVE S16 6 T H W A Y S E SE 8TH PL W O O D S I D E D R S ESR 599EAST VALLEY HWY SSE COU G A R M O U N T A I N D R SE MAY CRE E K P A R K D R ORILLIA RD SSE 95TH WAY SE 50TH ST 105TH AVE SES 199TH PL 6TH AVE NS 226TH STS 184TH PLSE 159TH PL I-90 F W Y RIPLEY LN SESE 1 7 1 S T W A Y 183RD WAY SE SE 160TH PL SW 43RD ST 56 T H P L S SE ROYAL HILLS D R SE 196TH D R140TH AVE SESE 6 4 T H W A Y 154TH PL SERENTON-ISSAQUAH RD SENE 31ST ST EAST VALLEY RDS 133RD ST S 135TH ST SE 65TH PL N R IVERS IDE DRNW VILLAGE PARK DRMONSTER RD SWM U N A O M E M O R I A L D R SE NEW P O R T W A Y 80TH PL S 169 T H A V E S E FRAGER RD SRUSSELL RD SB E A C O N - C O A L M I N E R D S SE RENTON-MAPLE VA L L E Y R D S E M A Y V A L L E Y R D 1 4 4 T H P L S E SE JONES RD Last Revised: June 10, 2019 F:\KRCD DRIVE\Renton\9971A00\Study_Area.mxd O 0 1 20.5 Miles Legend Study Area Renton City Boundary Urban Growth Boudary Roads Waterbodies LRWWMP | TM01 | CITY OF RENTON Study Area Boundry Figure 1.1 AGENDA ITEM #6. o) AGENDA ITEM #6. o) LRWWMP | TM 1 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵ | ͭ‐ͯ    Figure ͭ.ͮ Typical Wastewater Flow Components  AGENDA ITEM #6. o) CITY OF RENTON | TM 1 | LRWWMP  ͭ‐Ͱ | SEPTEMBER ͮͬͭ͵ | DRAFT   1.2.1.2 Dry Weather Groundwater Infiltration Dry weather Groundwater Infiltration (GWI) will enter the sewer system when the relative depth  of the groundwater table is higher than the depth of the pipeline and the sanitary sewer pipe  allows infiltration through defects such as cracks, misaligned joints, and broken pipelines. Dry  weather GWI (or base infiltration) cannot easily be separated from BWF by flow measurement  techniques. Therefore dry weather GWI is typically grouped with BWF.  1.2.1.3 Average Dry Weather Flow Average Dry Weather Flow (ADWF) is the average flow that occurs on a daily basis during the dry  weather season, and is estimated from the DWFs during the monitoring period. Based on the  flow monitoring, the ADWF is approximately ʹ.͵ͳ million gallons per day (mgd). The ADWF  serves as the baseline flow in the hydraulic model. Diurnal (ͮͰ‐hour) patterns are applied to  ADWFs, and cumulatively make up the flows experienced at the outfalls of the collection system.  The diurnal patterns utilized for the City’s collection system basins are developed in Section ͭ.ͯ  and described in detail in the ADS Flow Monitoring Report, Attachment A.  1.2.2   Wet Weather Flow  WWF includes two components:  ͭ. Inflow and Infiltration (I/I): The stormwater I/I response in the sewer system to rainfall is  seen immediately (inflow) or within hours after the storm (infiltration).  ͮ. GWI: Wet weather GWI is not specific to a single rainfall event, but rather to the effects  on the sewer system over the entire wet weather season. The depth of the groundwater  table rising above the pipe invert elevation causes GWI. Sewer pipes within close  proximity to a body of water can be greatly influenced by groundwater effects.  1.2.2.1 Inflow and Infiltration Inflow is stormwater that enters the sewer system via a direct connection to the system, such as  roof drain and downspout connections, leaky manhole covers, and inappropriate storm drain  connections. Infiltration is stormwater that enters the sewer system by percolating through the  soil and then through defects in pipelines, manholes, and joints. Some of the most common  sources of I/I are shown in Figure ͭ.ͯ. The adverse effects of I/I entering the sewer system is that  it increases both the flow volume and peak flows such that the sewer system could be operating  at or above its capacity, as illustrated in Figure ͭ.Ͱ. If too much I/I enter the sewer system,  sanitary sewer overflows (SSOs) could occur.  AGENDA ITEM #6. o) LRWWMP | TM 1 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵ | ͭ‐ͱ   Figure ͭ.ͯ Typical Sources of Inflow and Infiltration AGENDA ITEM #6. o) CITY OF RENTON | TM 1 | LRWWMP  ͭ‐Ͳ | SEPTEMBER ͮͬͭ͵ | DRAFT     Figure ͭ.Ͱ Typical Effects of Inflow and Infiltration  Maximum Pipe Capacity  AGENDA ITEM #6. o) LRWWMP | TM 1 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵ | ͭ‐ͳ  1.2.2.2 Groundwater Infiltration GWI, one of the components of I/I, is associated with extraneous water entering the sewer  system through defects in pipes and manholes while the ground is saturated during the wet  weather season. GWI is related to the condition of the sewer pipes, manholes, and groundwater  levels. GWI may occur throughout the year, although rates are typically higher in the late winter  and early spring in the Pacific Northwest.  1.3   Flow Monitoring Program  As part of the Scope of Services for this LRWWMP, Carollo Engineers, Inc. (Carollo) contracted  with ADS to conduct a temporary flow monitoring program within the City's sanitary sewer  collection system. The purposes of the flow monitoring program were to correlate actual  collection system flows to the hydraulic model predicted flows, evaluate the system's capacity,  and estimate basin I/I. The temporary flow monitoring data was collected for a period of  approximately Ͱ months from December ͮͮ, ͮͬͭͳ to April ͮͮ, ͮͬͭʹ. The "ADS Flow Monitoring  Report" prepared by ADS summarizes the flow monitoring program and was submitted to the  City as a stand‐alone report. A copy of the report is included in Attachment A.  1.3.1   Program Description  1.3.1.1 Flow Monitoring Sites and Tributary Areas Eighteen (ͭʹ) sewer basins were monitored during the flow monitoring period. The meter sites  were selected to best isolate and model the critical areas and subareas within the sewer system.  The ͭʹ flow monitoring locations, as well as the area tributary to each site, are shown on  Figure ͭ.ͱ. Table ͭ.ͭ lists the flow monitoring locations and the diameters for the sewers where  the meters were installed. Figure ͭ.Ͳ provides a schematic illustrating the flow monitoring  locations to help understand how the basins connect. In the figure the color of the flow meter  represents the accuracy level of the data, blue meters have high quality data while green meters  moderate quality data that was considered acceptable for model calibration. The model inflows  from outside of the City’s collection system are indicated by the orange boxes.  Table ͭ.ͭ Flow Meter General Information  Meter ID/Manhole ID Pipe ID Pipe Diameter (in.) Pipe Slope (%)  MHͬͭͲͲ GMͬͬͳͳͰ ͭͮ ͬ.ͮͱ  MHͬͮʹͲ GMͬͬͲͰͰ  ͭͬ  ͬ.ͱ͵  MHͬͱͯͳ GMͬͯ͵ʹͯ ʹ ͵.͵ͭ  MHͭͯͲͬ GMͬͭͱͬͰ  ͭͬ.ͳͱ ͬ.ͭ͵  MHͭͳͲͯ GMͬͮͮͮ͵ ͭͱ ͬ.ͭͲ  MHͮͭͭͲ GMͬͮʹͱͳ  ͭͰ.ͱ ͬ.ͮͳ  MHͮͭͳͭ GMͬͮʹͯͮ ͭͭ.ͮͱ ͬ.ͭͰ  MHͮͮͱͮ GMͬͯͰͱͰ  ͭʹ  ͬ.ͮʹ  MHͮ͵͵͵ GMͬͰͭͬͬ ʹ ͯ.ͯͮ  MHͯͮͭͲ GMͬͯͳʹ͵  ͳ.ͯʹ ͬ.ͱͱ  MHͯͲͮͱ GMͬͬ͵Ͱͮ ͭͮ ͬ.ͯͮ    AGENDA ITEM #6. o) CITY OF RENTON | TM 1 | LRWWMP  ͭ‐ʹ | SEPTEMBER ͮͬͭ͵ | DRAFT   Table ͭ.ͭ Flow Meter General Information (continued)  Meter ID/Manhole ID Pipe ID Pipe Diameter (in.) Pipe Slope (%)  MHͰͲͮʹ GMͬͭͳͳͲ ͭͬ.ͯʹ ͮ.͵ͱ  MHͰͲͰͲ GMͬͰͯʹͰ  ʹ  ͭͮ.ͬͮ  MHͱͯͬͮ GMͬͱͯͭͭ ͭͰ ͬ.ͳ  MHͱͱͬͱ GMͬͱͳͭͭ  ͭͬ  ͯ.͵  MHͱͱͭ͵ GMͬͱͳͰͰ ͭͬ.ͮͱ Ͱ.ͱͮ  MHͲͬͰͭ GMͬͱʹͰͮ  ʹ  Ͳ.ͭ  MHͲͳͬͰ GMͬͳͱͮͰ ͭͮ ͬ.ͬʹ  AGENDA ITEM #6. o) 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú3Ú3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú 3Ú3Ú g` g` g` g` g` g` g` g` g` g`g` g` g`g` g`g` g` g`East Valley RdRain ier Ave N S 133rd St Oakesdale Ave SWBenson D r S SW 7th St 140th Ave SENE Sunset B l vd §¨¦405 Maple V a l l e y H w y 164th Ave SECedar River Trail SE Jones Rd Lake Youngs Service RdSE May Valley Rd Union Ave NESE Petrovitsky Rd §¨¦5 Shy CreekLiftstation Devils ElbowLift Station East ValleyLift Station Talbot CrestLift Station Dennys LiftStation Long LiftStation KensingtonCrest Lift Station WedgewoodLift Station WestviewLift Station Lind AveLift Station Lake Washington#2 Lift Station CottonwoodLift Station Lake Wash.Flush Lift Station Stone GateLift Station Falcon RidgeLift Station Liberty LiftStation Lake WashingtonBeach LiftStation Pipers BluffLift Station Baxter LiftStation Misty CoveLift Station Airport LiftStation MH6704 MH0166 MH0286 MH0537 MH6041 MH1360 MH1763 MH2116 MH2171 MH2252 MH5302 MH2999 MH5519 MH3216 MH3625 MH5505 MH4628 MH4646 Last Revised: September 06, 2019\\io-fs-1\Data\GIS\GISBackup\Renton\WaterSystemPlan2017\Flow_Monitoring_Locations.mxd Figure 1.5FlowMonitoringLocations O 0 10.5 Miles Legend g`Flow Monitoring Locations Lift Station 3Ú City of Renton 3Ú King County Gravity Pipeline By Diameter < 8" 8" 10" - 18" > 18" City of Renton Force Main King County Gravity Main Study Area Renton City Boundary Roads Waterbodies Figure 1.5 Flow Monitoring Locations LRWWMP | TM01 | CITY OF RENTON Disclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracyis not implied. Data Sources: City of Renton AGENDA ITEM #6. o) AGENDA ITEM #6. o) LRWWMP | TM 1 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵ | ͭ‐ͭͭ    Figure ͭ.Ͳ Flow Monitoring Schematic  1.3.1.2 Flow Monitoring Installation and Flow Calculation ADS installed eighteen ADS Triton+TM Wireless Open Channel Flow Monitors. These meters use  a pressure transducer to collect depth readings and ultrasonic Doppler sensors on the probe to  determine the average fluid velocity. The flow meters used are non‐contact meters that use  radar to measure velocity and down‐looking ultrasonic sensors to measure depth. ADS selected  the optimal type of flow meter to use on a site‐to‐site basis based on the hydraulic  characteristics at each site, as well as other factors.  ADS conducted an analysis of the data retrieved from each flow meter, and made adjustments  as needed for calibration based on the field measurements. The flow at each meter was then  calculated at ͭͱ‐minute intervals based on the continuity equation:   Q = V x A   where,   Q = Pipeline flow rate, cfs   V = Average velocity, ft/s   A = Cross sectional flow area, ftͮ  AGENDA ITEM #6. o) CITY OF RENTON | TM 1 | LRWWMP  ͭ‐ͭͮ | SEPTEMBER ͮͬͭ͵ | DRAFT   1.3.1.3 Rain Gauges One rain gauge was installed by ADS to capture rainfall that occurred throughout the flow  monitoring program.   1.3.2   Flow Monitoring Results  This section summarizes the results of the flow monitoring program, including DWF data, rainfall  data, and WWF data. Data collected from flow meters MHͬͱͯͳ and MHͭͯͲͬ is presented  throughout this TM as an example of the type of data and the results from the flow monitoring  program. Refer to Attachment A for additional data summaries and other information  associated with the remaining meter sites.  1.3.2.1 Dry Weather Flow Data During the flow monitoring period, depth and velocity data were collected at each meter at  ͭͱ‐minute intervals. Carollo aggregated the ͭͱ‐minute data to hourly data for use in the  hydraulic model.  ADWF was developed using the driest days from the flow monitoring period defined based on  the following set of minimum criteria:   Less than ͬ.ͭ in of rain in the previous day.   Less than ͬ.Ͱ in of rain in the previous ͯ days.   Less than ͭ.ͬ in of rain in the previous ͱ days.   Selected days must exhibit average‐day flows within ʹͱ percent to ͭͭͱ percent of the  average‐day flows of remaining dry days.   In addition, those dry days that exhibited unusual flow patterns were not used to  generate net dry day flow values for a basin.  Characteristic dry weather ͮͰ‐hour diurnal flow patterns for each site were developed based on  the hourly data. The hourly flow data were used to calibrate the hydraulic model for the  observed ADWFs during the flow monitoring period.  Typically, a diurnal pattern with mostly residential uses has two peaks with the more pronounced  peak following the wake‐up hours of the day, and a less pronounced peak occurring in the  evening. Commercial and industrial oriented‐patterns, though they vary depending on the type  of use, typically have more consistent higher flow patterns during business hours, and lower  flows at night. Hourly patterns for weekday and weekend flows vary and were separated to  better understand ADWF.  In addition, Carollo estimated the average weekday and weekend dry weather levels and  velocities at each site from the data provided by ADS, which are used in the ADWF calibration.  Figure ͭ.ͳ illustrates a typical variation of weekday and weekend flow in the City, which is based  on the data collection from MHͬͱͯͳ. Similar graphics associated with the remaining sites are  included in Attachment A. Table ͭ.ͮ summarizes the ADWFs at each meter, and the different  components of ADWF at each meter.     AGENDA ITEM #6. o) LRWWMP | TM 1 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵ | ͭ‐ͭͯ  Table ͭ.ͮ Dry Weather Flow Summary  Meter ID/  Manhole ID  Average Daily  Flow (mgd)  Minimum  Daily Flow  (mgd)  Maximum  Daily Flow  (mgd)  Base  Infiltration  Base  Infiltration/  ADWF (%)  MHͬͭͲͲ ͬ.ͬͳͲ ͬ.ͬͯͲ ͬ.ͭͯʹ ͬ.ͬͭͭ ͭͯ  MHͬͮʹͲ  ͬ.ͯͳ͵  ͬ.ͮʹʹ  ͬ.Ͱ͵ͬ  ͬ.ͮͳͯ ͳͭ  MHͬͱͯͳ ͭ.ͲͳͲ ͭ.ͬ͵ͯ ͮ.ͭͭͮ ͬ.ʹͲͲ ͱͮ  MHͭͯͲͬ  (ͭͯͲͬ – ͰͲͮʹ)  ͬ.ͮͭͲ  ͬ.ͬͯͲ  ͯ.ͯͭͭ  ͬ.ͬͬͬ <ͱ  MHͭͳͲͯ ͬ.ʹʹͲ ͬ.ͯͳʹ ͭ.ͮͰͯ ͬ.ͮʹͳ ͯͮ  MHͮͭͭͲ  ͯ.ͬͯͯ  ͮ.ͭͲͳ  ͯ.ͰͳͲ  ͭ.Ͳͱʹ ͱͱ  MHͮͭͳͭ ͬ.͵Ͳͮ ͬ.Ͱ͵ͯ ͭ.ͰͲͰ ͬ.ͯʹͱ ͯ͵  MHͮͮͱͮ  ͯ.Ͱͯͯ  ͮ.ͮͳͭ  Ͱ.ͰͱͲ  ͭ.Ͳͮ͵ Ͱʹ  MHͮ͵͵͵ ͬ.͵ͮʹ ͬ.ͲͰͲ ͭ.ͭͯͲ ͬ.ͱͲͭ Ͳͭ  MHͯͮͭͲ  ͬ.ͮͲͯ  ͬ.ͭͭͳ  ͬ.ͯͳͭ  ͬ.ͭͬͲ Ͱͬ  MHͯͲͮͱ  (ͯͲͮͱ – ͱͱͬͱ)  ͭ.ͳͭͳ ͬ.Ͳ͵ʹ ͮ.ͲͲͯ ͬ.ͮ͵͵ ͭͳ  MHͰͲͮʹ  ͬ.ʹͲͰ  ͬ.Ͳͮͯ  ͭ.ͬͰͭ  ͬ.ͱͰ͵ ͲͰ  MHͰͲͰͲ ͭ.ͱͯ͵ ͬ.͵ͬͯ ͭ.ͮͭͱ ͬ.ʹͯͰ ͱͯ  MHͱͯͬͮ  ʹ.͵ͮʹ  ͱ.Ͳͳͬ  ͭͬ.Ͳͱͱ  ͯ.ͮ͵Ͱ ͯͳ  MHͱͱͬͱ ͭ.ͭͭͲ ͬ.ʹʹͬ ͭ.ͮͲͭ ͬ.ͳʹ͵ ͳͭ  MHͱͱͭ͵  ͭ.Ͳʹͬ  ͬ.͵ʹͱ  ͮ.ͬͯ͵  ͬ.ͳͰʹ Ͱͱ  MHͲͬͰͭ ͬ.ͮͰͳ ͬ.ͬ͵ͬ ͬ.ͯͱͮ ͬ.ͬͳͰ ͯͬ  MHͲͳͬͰ  ͬ.Ͳͬͳ  ͬ.ͯͯͰ  ͬ.ʹͯ͵  ͬ.ͮʹͬ ͰͲ  1.3.2.2 Rainfall Data An important part of the study is the collection and analysis of rainfall data. One tipping bucket  type rain gauge was temporarily set up for this LRWWMP. Four significant rainfall events  occurred during the course of the flow monitoring period, as well as a few other relatively minor  events. The rainfall data recorded over the course of the flow monitoring program is illustrated in  Figure ͭ.ʹ. Figure ͭ.͵ illustrates the total accumulation of rainfall over the course of the flow  monitoring period for the ADS tipping bucket type rain gauge. Table ͭ.ͯ summarizes the total  rainfall recorded at the ADS rain gauge during the main rainfall event, as well as over the entire  flow monitoring period.  Table ͭ.ͯ Rainfall Event Summary for Calibration (ͮͬͭͳ‐ͮͬͭʹ)  Event ID Start Date End Date Duration  (hours)  Total  Rainfall (in)  Avg.  Rainfall  (in/day)  Peak  Rainfall  (in/hr)  ͭ ͭͮ/ͮͲ/ͭͳ ͭ/ͯ/ͭʹ ͮͭͲ ͮ.ͬͮ ͬ.ͮͮ ͬ.ͭͲ  ͮ ͭ/ͮͯ/ͭʹ  ͮ/ͳ/ͭʹ  ͯʹͰ  Ͱ.Ͱͱ  ͬ.ͮʹ  ͬ.ͮͯ  ͯ Ͱ/Ͳ/ͭʹ Ͱ/ͮͮ/ͭʹ Ͱͬʹ ͱ.ͭͭ ͬ.ͯͬ ͬ.ͮͳ  AGENDA ITEM #6. o) CITY OF RENTON | TM 1 | LRWWMP  ͭ‐ͭͰ | SEPTEMBER ͮͬͭ͵ | DRAFT       Figure ͭ.ͳ Typical Weekday vs Weekend Dry Weather Flow Variation (MHͬͱͯͳ)  0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 01234567891011121314151617181920212223Hourly MultiplierHour Weekday Diurnal Pattern 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47Hourly MultiplierHour Weekend Diurnal Pattern AGENDA ITEM #6. o) LRWWMP | TM 1 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵ | ͭ‐ͭͱ    Figure ͭ.ʹ Typical Rainfall Activity over Flow Monitoring Period    0 0.05 0.1 0.15 0.2 0.25 0.3 12/18/201712/25/20171/1/20181/8/20181/15/20181/22/20181/29/20182/5/20182/12/20182/19/20182/26/20183/5/20183/12/20183/19/20183/26/20184/2/20184/9/20184/16/20184/23/20184/30/2018Rainfall Intensity (inch/hour)AGENDA ITEM #6. o) CITY OF RENTON | TM 1 | LRWWMP  Figure ͭ.͵ Rainfall Accumulation Plot  The storms presented in Table ͭ.ͯ, correspond to the most significant rainfall events that were  then used for model calibration. Additional storms did provide data in terms of the collection  system’s I/I response to WWF events, and is appropriate for I/I analysis and model calibration  purposes.  1.3.2.3 Wet Weather Flow Data The flow monitoring data were also evaluated to determine how the collection system responds  to wet weather events. As mentioned above, the flow monitoring program captured three main  rainfall events. The rainfall event that occurred on April ͭͱ, ͮͬͭʹ was associated with the largest  I/I response during the flow monitoring period, and is the most appropriate to be used for wet  weather flow analysis.  Figure ͭ.ͭͬ shows an example of the wet weather response at MHͭͯͲͬ during the April ͮͬͭʹ  rainfall event. This figure also illustrates the volume of I/I that entered the system from the  collection system upstream of MHͭͯͲͬ. The light grey line is the base sanitary flow while the  dark blue line is the measured flow from the flow monitoring period. As can be seen in the figure,  discernible amounts of I/I do enter the system during wet weather events. Similar graphs were  generated for the remaining monitoring sites and can be found in Attachment B, as well as  capacity indicators in the collection system during the flow monitoring period, such as the depth  vs diameter (d/D) ratio.  ͭ‐ͭͲ | SEPTEMBER ͮͬͭ͵ | DRAFT  0.00 5.00 10.00 15.00 20.00 25.00 12/22/2017 1/22/2018 2/22/2018 3/22/2018 4/22/2018Cummulative Rainfall (in)AGENDA ITEM #6. o) LRWWMP | TM 1 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵ | ͭ‐ͭͳ    Figure ͭ.ͭͬ Example of Wet Weather Flow Response (MHͭͯͲͬ)  1.3.3   Dry Weather Flow Projections  Developing an accurate estimate of the future quantity of wastewater generated at build‐out of  the collection system is an important step in maintaining and sizing sewer system facilities, for  both existing conditions and future scenarios.  GWI can be estimated for a sewer system by comparing ADWF and WWF at the various flow  monitoring locations. To estimate ADWF for more specific areas, such as individual wastewater  basins, ADWFs are typically estimated based on the PE’s contributing to flows and flow factors  developed for each land use type. These values were considered unchanged and PE’s were taken  from Stantec’s ͮͬͭͲ Model Update Report, Appendix F. This method is developed based on the  assumption that areas with similar land uses, such as low density residential parcels, produce  equivalent quantities of wastewater flow. System‐wide flows can be compared to known flows  at flow monitors, or at the treatment plant to verify accuracy. This method of estimating GWI is  an industry standard for planning and provides sufficiently accurate data for planning purposes.  1.3.3.1 Existing Average Dry Weather Flows and Existing Flow Factors This section presents the existing flow data available for this LRWWMP. Overall ADWF, BWP,  and GWI were estimated using data from the Flow Monitoring Program for each of the eighteen  flow monitoring basins. After reviewing the flow monitoring data, BWP and BI were estimated  for each flow monitoring basin and were presented in Section ͭ.ͯ.ͮ.ͯ in Table ͭ.ͯ.  ADWFs were developed for each of the eighteen flow meters. Table ͭ.Ͱ lists the flow factors and  ADWF developed, while Figure ͭ.ͳ illustrates a typical variation of weekday and weekend flow in  the system, which is based on the data collection from Meter MHͬͱͯͳ. Similar graphs for each  meters site can be found in Attachment A.  0.00000 0.10000 0.20000 0.30000 0.40000 0.50000 0.600000.0 0.2 0.4 0.6 0.8 1.0 1.2 12/241/71/212/42/183/43/184/14/15Rain (inches/hour)Flow (mgd)Rain ADWF AGENDA ITEM #6. o) CITY OF RENTON | TM 1 | LRWWMP  ͭ‐ͭʹ | SEPTEMBER ͮͬͭ͵ | DRAFT   Table ͭ.Ͱ Flow Meter Basins ADWF Development  Meter ID Total PE(ͭ) Flow Factor  (ft^ͯ/PE/day)  Existing  ADWF (mgd) Future PE Future ADWF  (mgd)  MHͬͭͲͲ ͮʹͲ ͱ.Ͳʹ ͬ.ͬͭ ͲͰͱ ͬ.ͬͯ  MHͬͮʹͲ  ͭ,ͭʹͰ  ͳ.ͰͰ ͬ.ͬͳ  ͮ,ͬͰʹ  ͬ.ͭͳ  MHͬͱͯͳ Ͱ,ͱͳͭ ͵.ͮͳ ͬ.ͯͮ ͳ,ͲͱͰ ͬ.ͱͭ  MHͭͯͲͬ  ͮ,ͬͭ͵  ͭͯ.ͱ͵  ͬ.ͮͭ  Ͳ,ͭͯͱ  ͬ.ͬ͵  MHͭͳͲͯ ͯ,͵͵ͭ ͱ.ͳ ͬ.ͭͳ ͯ,ͳͱͳ ͬ.ͮͬ  MHͮͭͭͲ  Ͱ,ͬͮͳ  ͭ͵.ͬͯ  ͬ.ͱͳ  ͳ,ͯ͵ͳ  ͬ.ͳͮ  MHͮͭͳͭ ͮ,ͮͬͳ ͭͬ.Ͱ͵ ͬ.ͭͳ ͯ,ͯͬͳ ͬ.ͮ͵  MHͮͮͱͮ  ͭͭ,Ͱͬͱ  ͳ.Ͳʹ  ͬ.ͲͲ  ͭʹ,ͱͮʹ  ͭ.ͬʹ  MHͮ͵͵͵ ͮ,ͭͬͰ ͭͭ.ͯͮ ͬ.ͭʹ ͮ,ͭͱͬ ͬ.ͮͱ  MHͯͮͭͲ  ͭ,Ͳͳͯ ͯ.͵ ͬ.ͬͱ  ͮ,ͭͯͬ  ͬ.ͬʹ  MHͯͲͮͱ ʹ,Ͳͬͬ ʹ.ͱͯ ͬ.ͱͱ ͭͯ,ʹͰͯ ͬ.ͳͰ  MHͰͲͮʹ  ͭ,ͮͬͮ  ͭʹ.ͯʹ  ͬ.ͭͳ  ͭ,ʹͭ͵  ͬ.ͮͰ  MHͰͲͰͲ ͮ,ͯͯͲ ͭͭ.ͳͯ ͬ.ͮͭ ͮ,ʹͬͱ ͬ.ͯͳ  MHͱͯͬͮ  ͮ,ʹͬͱ  ʹͬ.ͱͭ  ͭ.Ͳ͵  ͳ,ͮͱͯ  ͭ.ͮͱ  MHͱͱͬͱ ͮ,ͭʹͲ ͭͮ.͵ͮ ͬ.ͮͭ ͯ,ͭͯͳ ͬ.ͯͬ  MHͱͱͭ͵  ͯ,ͯͯʹ  ͭͮ.ͱͮ  ͬ.ͯͭ  Ͱ,ͱͲͰ  ͬ.ͰͲ  MHͲͬͰͭ ͭ,ͮͲͱ Ͱ.ͳ͵ ͬ.ͬͱ ͭ,ͳͮ͵ ͬ.ͬͱ  MHͲͳͬͰ  ͮ,ͳͮͯ  ͱ.ʹͭ ͬ.ͭͮ  ͮ,ʹͱʹ  ͬ.ͭͳ  Unmetered  Basins Ͳ͵,ͲͯͲ   ͯ.ͮͱ ͭͰͱ,ͭͳͮ Ͳ.ͯͭ  Modeled Total ͭͮͳ,ͱͱʹ  ʹ.͵ͳ  ͮͯͲ,͵ͯͭ  ͭͯ.ͯ  Notes:  (ͭ) Total PE is not directly equivalent to City’s population, Chapter Ͱ, Stantec ͮͬͭͲ Model Update Report – Appendix F.  1.3.3.2 Projected Dry Weather Flows Developing an accurate estimate of the future quantity of wastewater generated at build‐out of  the collection system is an important step in maintaining and sizing sewer system facilities, for  both existing conditions and future scenarios. GWI can be estimated for a sewer by comparing  ADWF and WWF at the various flow monitoring locations. To estimate ADWF for more specific  areas, such as individual wastewater basins, ADWFs are typically estimated based on the PE  contributing to flows and flow factors developed for each land use type.  The future build‐out ADWFs were developed by projecting the planning GWI to the build‐out  planning year land uses. The PE’s for each catchment were developed for existing and buildout  conditions and a constant flow factor was used to relate this to ADWF Additional information  can be found in Chapter Ͱ of the LRWWMP and Attachment F – Stantec’s Model Update Report.  AGENDA ITEM #6. o) LRWWMP | TM 1 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵ | ͭ‐ͭ͵  1.3.4   Wet Weather Flow Projections  1.3.4.1 Peak Wet Weather Flows and Design Storms Peak wet weather flows (PWWF) in a wastewater collection system are caused by rainfall  dependent I/I. Peak hour flows can result in flows more than ten times the GWI, causing utilities  to construct high‐capacity infrastructure to convey and treat these extraneous flows.   Existing and projected PWWFs are predicted using the hydraulic model and design storm used  for this LRWWMP. This analysis uses four separate multi‐day, ͮͬ‐ͯͬ year recurrence design  storms, illustrated in Figure ͭ.ͭͭ. These storms were identified in the ͮͬͭͮ King County (KC) I/I  Study and correspond to the recurrence interval within historical KC rainfall. To represent typical  winter Pacific Northwest antecedent conditions, typical rainfall was added from historical data  prior to the design storm in the hydraulic model. Further detail on the development of the design  storm can be found in Appendix H, TM ͮ.    Figure ͭ.ͭͭ LRWWMP Design Storms  1.3.4.2 Future PWWF Assumptions To predict future PWWF, I/I in the future service area must be defined. A direct inflow technique  is used. Instead of simulating I/I using an I/I unit hydrograph, I/I is simulated by assuming a  constant I/I flow factor per acre of new development. I/I flow factors can range from ͭ,ͬͬͬ to  over ͭͬ,ͬͬͬ gallons per day per acre (gpd/ac) in the northwest. An I/I Flow Factor of ͭ,ͱͬͬ gpd/ac  was selected for estimating I/I in areas of new development to reflect improved construction  methods and integrity of new materials. Additionally, this value also meets the Department of  Environmental Quality (DEQ) recommendation.  0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 0 20406080100120Rainfall (in/hr)Hours Design Storms Nov‐98 Jan‐90 Nov‐90 Feb‐96 AGENDA ITEM #6. o) CITY OF RENTON | TM 1 | LRWWMP  ͭ‐ͮͬ | SEPTEMBER ͮͬͭ͵ | DRAFT   Existing pipe I/I is assumed to degrade over time, for the purpose of this LRWWMP, a value of  ͳ percent degradation per ͭͬ years was used. This corresponded to a ͮʹ percent degradation for  build out conditions in the model. The PWWF for buildout and current conditions at each of the  monitored sites and the entire system is shown in Table ͭ.ͱ.  Table ͭ.ͱ Wet Weather Flow Development  Meter ID Current Peak Wet Weather Flow  (mgd)  Buildout Peak Wet Weather Flow  (mgd)  MHͬͭͲͲ ͭ.ʹͲ ͮ.ͭ͵  MHͬͮʹͲ  ͬ.ͯͭ ͬ.ͯͯ  MHͬͱͯͳ ͬ.ʹͳ ͬ.͵ʹ  MHͭͯͲͬ  ͭ.͵ͯ ͮ.ͯͲ  MHͭͳͲͯ ͭ.ͬͭ ͭ.ͮͰ  MHͮͭͭͲ  ͯ.ͳͭ Ͱ.ͬͯ  MHͮͭͳͭ ͭ.ͯͭ ͭ.ͱ͵  MHͮͮͱͮ  Ͱ.ͳͳ ͱ.ʹͭ  MHͮ͵͵͵ ͬ.ʹͳ ͭ.ͬͮ  MHͯͮͭͲ  ͬ.ͯͬ ͬ.ͯͲ  MHͯͲͮͱ ͮ.ͮͮ ͮ.ͱͭ  MHͰͲͮʹ  ͭ.Ͱͳ ͭ.ʹͮ  MHͰͲͰͲ ͬ.ͱͱ ͬ.Ͳͬ  MHͱͯͬͮ  ͯ.ͰͰ Ͱ.ͳͱ  MHͱͱͬͱ ͬ.͵ͭ ͭ.ͬͭ  MHͱͱͭ͵  ͬ.ʹͭ ͬ.͵ͬ  MHͲͬͰͭ ͬ.ͱͱ ͬ.Ͳʹ  MHͲͳͬͰ  ͬ.ͱͱ ͬ.ͲͰ  Unmetered Basins ͮͲ.ͳʹ ͯͭ.͵Ͱ  Modeled Total ͱͰ.ͮͬ ͲͰ.ͳͰ  AGENDA ITEM #6. o) LRWWMP | TM 1 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵  Attachment A ADS ͮͬͭʹ‐ͮͬͭ͵ FLOW MONITORING REPORT    AGENDA ITEM #6. o) AGENDA ITEM #6. o) Renton, WA  Temporary Flow Monitoring and RDII  Analysis   December 22, 2017 – April 22, 2018  Report Submitted  May 29, 2018  AGENDA ITEM #6. o) May 29, 2018  Daniel Reisinger, P.E.  Carollo Engineering  1218 Third Ave, Suite 1600  Seattle, WA 98101  Re: City of Renton Results and Analysis of 2017/18 Flow Monitoring Data    Dear Mr. Reisinger,  Thank you for the opportunity to complete this flow monitoring work effort for Renton, WA.   Please find attached the electronic report of results and conclusions based on the flow  monitoring study conducted between December 2017 and April 2018.  Hydrographs and scattergraphs of the data are available in the report.  The Excel raw and  edited data is being provided in addition to the report.  Daniel, we certainly look forward to other opportunities to work on wastewater flow  monitoring projects as they arise.  If you have any questions regarding the content of this  report, please do not hesitate to call me at (206) 255 6904.  Sincerely,  Mike Pina  Senior Project Manager  mpina@idexcorp.com AGENDA ITEM #6. o) Methodology Introduction Background Carollo Engineers entered into agreement with ADS Environmental Services to conduct flow monitoring at (18) eighteen metering points and (1) rain gauge located in the City of Renton, WA. The study was contracted for a four month monitoring period. The objective of this study was to measure depth, velocity, and quantify flows and identify capacity restrictions. A basin map and drawings for the pump stations are available in the appendix. Project Scope The scope of this study involved using temporary flow monitors to quantify wastewater flow at the designated locations. Specifically, the study included the following key components.  Investigate the proposed flow-monitoring sites for adequate hydraulic conditions  Flow monitor installations  Flow monitor confirmations and data collections  Flow data analysis  I/I Analysis Equipment installation was accomplished starting in December 22, 2017. The monitoring period was completed on April 22, 2018. Equipment and Methodology Flow Quantification Methods There are two main equations used to measure open channel flow: the Continuity Equation and the Manning Equation. The Continuity Equation, which is considered the most accurate, can be used if both depth of flow and velocity are available. In cases where velocity measurements are not available or not practical to obtain, the Manning Equation can be used to estimate velocity from the depth data based on certain physical characteristics of the pipe (i.e. the slope and roughness of the pipe being measured). However, the Manning equation assumes uniform, steady flow hydraulic conditions with non-varying roughness, which are typically invalid assumptions in most sanitary sewers. The Continuity Equation was used exclusively for this study. Continuity Equation The Continuity Equation states that the flow quantity (Q) is equal to the wetted cross-sectional area (A) multiplied by the average velocity (V) of the flow. Q = A * V This equation is applicable in a variety of conditions including backwater, surcharge, and reverse flow. Most modern flow monitoring equipment, including the ADS Models, measure both depth and velocity and therefore use the Continuity Equation to calculate flow quantities. AGENDA ITEM #6. o) Flow Monitoring Equipment The ADS Triton+ monitor was selected for this project. This flow monitor is an area velocity flow monitor that uses both the Continuity and Manning's equations to measure flow. The ADS Triton+ monitor consists of data acquisition sensors and a battery-powered microcomputer. The microcomputer includes a processor unit, data storage, and an on-board clock to control and synchronize the sensor recordings. The monitor was programmed to acquire and store depth of flow and velocity readings at 1-minute intervals. The Triton+ monitor features cross-checking using multiple technologies in each sensor for continuous running of comparisons and tolerances. The sensor option used for this project was the peak combo sensor. ThePeakComboSensor installed at the bottom of the pipe includes three types of data acquisition technologies. The up looking ultrasonic depth uses sound waves from two independent transceivers to measure the distance from the sensor upward toward the flow surface; applying the speed of sound in the water and the temperature measured by sensor to calculate depth. The pressure depth is calculated by using a piezo-resistive crystal to determine the difference between hydrostatic and atmospheric pressure. The pressure sensor is temperature compensated and vented to the atmosphere through a desiccant filled breather tube. To obtain peak velocity, the sensor sends an ultrasonic signal at an angle upward through the widest cross-section of the oncoming flow. The signal is reflected by suspended particles, air bubbles, or organic matter with a frequency shift proportional to the velocity of the reflecting objects. The reflected signal is received by the sensor and processed using digital spectrum analysis to determine the peak flow velocity. Installation Installation of flow monitoring equipment typically proceeds in four steps. First, the site is investigated for safety and to determine physical and hydraulic suitability for the flow monitoring equipment. Second, the equipment is physically installed at the selected location. Third, the monitor is tested to assure proper operation of the velocity and depth of flow sensors and verify that the monitor clock is operational and synchronized to the master computer clock. Fourth, the depth and velocity sensors are confirmed and line confirmations are performed. A typical flow monitor installation is shown in Figure 1. The installations depicted in Figure 1 are typical for circular or oval pipes up to approximately 104-inches in diameter or height. In installations into pipes 42-inches or less in diameter, combo sensors are mounted on an expandable stainless steel ring and installed one to two pipe diameters upstream of the pipe/manhole connection in the incoming sewer pipe. This reduces the effects of turbulence and backwater caused by the connection. In pipes larger than 42 inches in diameter, a special installation is made using two sections of the ring installed one to two feet upstream of the pipe/manhole connection; one bolted to the crown of the pipe for the surface combo sensor and the other bolted to the bottom of the pipe (bolts are usually placed just above the water line) to hold the peak combo sensor. AGENDA ITEM #6. o) Figure 1 Typical Installation Large Pipe ( > 42" Diameter) Small Pipe ( 8" to 42" Diameter) Data Collection, Confirmation, and Quality Assurance During the monitoring period data collects from the meters were done remotely via wireless connection. Quality assurance taken to assure the integrity of the data collected included:  Measure Power Supply: The monitor is powered by a dry cell battery pack. Power levels are recorded and battery packs replaced, if necessary. A separate battery provides back-up power to memory, which allows the primary battery to be replaced without the loss of data.  Perform Pipe Line Confirmations and Confirm Depth and Velocity: Once equipment and sensor installation is accomplished, a member of the field crew descends into the manhole to perform a field measurement of flow rate, depth and AGENDA ITEM #6. o) velocity to confirm they are in agreement with the monitor. Since the ADS V-3 velocity sensor measures peak velocity in the wetted cross-sectional area of flow, velocity profiles are also taken to develop a relationship between peak and average velocity in lines that meet the hydraulic criteria. Measure Silt Level: During site confirmation, a member of the field crew descends into the manhole and measures and records the depth of silt at the bottom of the pipe. This data is used to compute the true area of flow. Confirm Monitor Synchronization: The field crew and data analyst checks the flow monitor's clock for accuracy. Upload and Review Data: Data collected by the monitor is uploaded and reviewed for comparison with previous data. All readings are checked for consistency and screened for deviations in the flow patterns, which may indicate system anomalies or equipment failure. Data Analysis and Presentation Data Analysis A flow monitor is typically programmed to collect data at either 15-minute or 5-minute intervals throughout the monitoring period. The monitor stores raw data consisting of (1) the updepth (distance from sensor to top of flow) for each active ultrasonic depth sensor, (2) the peak velocity and (3) the pressure depth. The data is imported into ADS's proprietary software and is examined by a data analyst to verify its integrity. The data analyst also reviews the daily field reports and site visit records to identify conditions that would affect the collected data. Velocity profiles and the line confirmation data developed by the field personnel are reviewed by the data analyst to identify inconsistencies and verify data integrity. Velocity profiles are reviewed and an average to peak velocity ratio is calculated for the site. This ratio is used in converting the peak velocity measured by the sensor to the average velocity used in the Continuity equation. The data analyst selects which depth sensor entity will be used to calculate the final depth information. Silt levels present at each site visit are reviewed and representative silt levels established. Occasionally the velocity sensor's performance may be compromised resulting in invalid readings sporadically during the monitoring period. This is generally caused by excessive debris (silt) blocking the sensor's crystals, shallow flows (~< 2") that may drop below the top of the sensor or very clear flows lacking the particles needed to measure rate. In order to use the Continuity equation to quantify flow during during such brief (in respect to overall study duration) periods of velocity sensor "fouling", a Sr. Analyst and/or Engineer will use the site's historical pipe curve (depth vs. velocity) data along with valid field confirmations to reconstitute and replace the false velocity recordings with expected velocity readings for a given historical depth along the curve. Selections for the above parameters can be constant or can change during the monitoring period. While the data analysis process is described in a linear manner, it often requires an iterative approach to accurately complete. AGENDA ITEM #6. o) AGENDA ITEM #6. o) REN_MH0166    Located At:        Springbrook Trail, Renton (see attached site report for details)  Monitoring Period:      December 22, 2017 – April 22, 2018  Pipe Dimensions:        11.5”   Finalized Silt Level:       0 mm    Site Data Characteristics:  This site is located in a sanitary sewer pipe.  The scattergraph indicates site  operated in free flow conditions.   The site did surcharge during the monitoring period.   The dry  weather data plots below the Froude =1 curve indicating subcritical flow.      Site Data Bias & Editing:  The depth and velocity measurements recorded by the flow monitor were  consistent with field confirmations conducted to date and supported the relative accuracy of the flow  monitor at this location.  The finalized depth data utilized the downward ultrasonic sensor.     Site Data Uptime:  The data uptime achieved during the monitoring period is provided in the table  below. Based upon the quality and consistency of the observed flow depth and velocity data, the  Continuity equation was used to calculate the flow rate for the monitoring period.     Entity Percentage Uptime  Raw  Percentage Uptime  Final  Depth (in) 100% 100%  Velocity (f/s) 100% 100%  Quantity (mgd) 100% 100%      Site Data Summary:  The average flow depth, velocity, and quantity data observed during the  monitoring period along with observed minimum and maximum data, are provided in the following  table. The minimum and maximum rates recorded in the tables are based on 5‐minute data intervals.       Item Depth (in) Velocity (f/s) Quantity (mgd) % Full  Minimum  0.65   0.00 0.000   6%  Maximum  28.29   3.47 1.429 100%   Average 1.74  0.77 0.070  15%  AGENDA ITEM #6. o) Latitude: 47.470098° Longitude:-122.235586° Pipe Condition: Single Good Manhole Pick / Vent Hole Manhole Condition: No PVC 20'' NormalUnbolted 20'' 0 Downlooker Physical Offset (in)Measurement Confidence (in) 1.25'' Peak Velocity (fps) Silt (in) ~10' Installation Confirmation: Manhole Opening Diameter (in) Silt Type Hydraulic Comments: Renton.Carollo.I&I.WA17 LightWalk (Wooded) Site Access Details: Site Address /Location: Site Name Springbrook Trail, Renton. East of Wastewater Treatment Area. 0 - 5 psi Installation Information Circular Monitor Series Monitor Location: Doppler Standard Ring and Crank Manhole # Installation Date: 12.20.17 Upstream 0-5 FT Manhole MH0166 Other Map Flow Monitoring Site Report Temporary 12.00'' x 12.00'' REN_MH0166 Access Traffic TRITON+ System Characteristics Location Type Pipe ShapeAccess / Park SW 7th St Outside Treatment plant and walkdown trail/ bike path. Located just off trail. Sensors / Devices: 12.00'' x 12.00'' 0.25" Manhole / Pipe Information: Installation Type: Pressure Sensor Range (psi) Confirmation Time: Site Sketch Profile View or Photo Pipe Size (H x W) Topside / Area Photo Peak Combo (CS4), Smart Depth (CS5) Pipe Size (HxW) 10:00:00 AM Monitoring Location (Sensors): Depth of Flow (Wet DOF) (in)Range (Air DOF) (in) ~3.50'' Velocity Sensor Offset (in) ~ 1 FPS Site Sketch Plan View or Photo Additional Site Info. / Comments: Manhole frame slightly elevated. White fungus of some kind growing in pipe. Smooth, slow flow Good Antenna Location Communication Information: Active Drop Connections Air Quality: Communication Type Normal 22275.11.325 ADS Project Name: ADS Project Number: Renton.Carollo.I&I.WA17 Manhole Cover Manhole Frame Manhole Material: Manhole Diameter (Approx.): Manhole Depth (Approx. FT):Manhole Configuration Concrete Wireless Pipe Material AGENDA ITEM #6. o) Additional Photos Flow Direction Monitoring Point Location Upstream Downstream Overflow Top Down Location Location AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 11.50 REN_MH0166\mp1\DFINAL (inches) REN_MH0166\mp1\VFINAL (feet/sec) REN_MH0166\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 12/22/2017 1:25 0.9 12:40 4.2 1.5 11:05 0.3 12:40 2.7 0.9 1:25 0.006 12:40 0.428 0.046 0.046 0.10 12/23/2017 23:45 0.7 11:35 3.6 1.0 23:50 0.0 11:35 2.4 0.4 23:50 0.000 11:35 0.308 0.012 0.012 0.00 12/24/2017 17:40 0.7 0:55 3.3 0.9 18:15 0.0 0:55 2.3 0.3 18:15 0.000 0:55 0.266 0.011 0.011 0.00 12/25/2017 6:25 0.7 15:45 3.8 1.2 6:25 0.0 15:45 2.5 0.5 6:25 0.000 15:45 0.356 0.022 0.022 0.14 12/26/2017 7:10 0.9 20:30 3.6 1.3 4:45 0.2 20:30 2.4 0.7 4:45 0.005 20:30 0.303 0.026 0.026 0.17 12/27/2017 4:55 0.7 11:45 3.5 1.1 4:55 0.0 11:45 2.4 0.5 4:55 0.000 11:45 0.293 0.017 0.017 0.00 12/28/2017 7:45 1.2 20:55 4.3 1.6 1:00 0.4 20:55 2.8 1.0 1:00 0.013 20:55 0.468 0.048 0.048 0.25 12/29/2017 23:20 1.8 11:05 9.4 4.1 23:20 1.1 10:45 3.5 2.5 23:20 0.054 11:05 1.429 0.436 0.436 1.57 12/30/2017 8:15 0.9 19:20 4.2 1.6 8:05 0.3 19:20 2.7 1.0 8:05 0.006 19:20 0.435 0.059 0.059 0.02 12/31/2017 23:30 1.0 6:10 3.7 1.3 22:20 0.3 16:30 2.5 0.6 22:30 0.006 6:10 0.336 0.023 0.023 0.00 ReportAvg 1.6 0.8 0.070 ReportTotal 0.700 2.25 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 11.50 REN_MH0166\mp1\DFINAL (inches) REN_MH0166\mp1\VFINAL (feet/sec) REN_MH0166\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 1/1/2018 13:05 0.9 5:20 3.5 1.2 11:15 0.3 5:20 2.4 0.5 11:15 0.006 5:20 0.294 0.018 0.018 0.00 1/2/2018 2:55 0.9 7:25 3.7 1.2 23:00 0.2 7:25 2.5 0.6 1:35 0.003 7:25 0.335 0.020 0.020 0.01 1/3/2018 5:20 0.8 13:25 2.6 1.2 5:20 0.2 17:00 1.9 0.6 5:20 0.002 13:25 0.155 0.022 0.022 0.00 1/4/2018 7:20 0.8 23:40 3.4 1.2 22:30 0.2 23:35 2.4 0.6 22:30 0.003 23:40 0.279 0.025 0.025 0.09 1/5/2018 23:15 1.1 10:40 5.1 2.2 23:15 0.2 10:40 3.0 1.5 23:15 0.006 10:40 0.628 0.118 0.118 0.42 1/6/2018 23:40 1.1 5:40 4.4 2.2 23:35 0.4 5:40 2.7 1.5 23:40 0.010 5:40 0.461 0.135 0.135 0.24 1/7/2018 6:40 1.0 21:25 2.3 1.5 3:55 0.3 19:05 1.9 0.9 6:40 0.007 19:05 0.128 0.044 0.044 0.38 1/8/2018 21:00 1.2 9:30 7.4 1.6 19:05 0.5 9:25 3.4 0.9 19:05 0.016 9:35 1.095 0.053 0.053 0.14 1/9/2018 12:05 1.5 15:10 6.6 2.2 8:10 0.8 15:40 3.2 1.6 8:10 0.031 15:10 0.919 0.125 0.125 0.46 1/10/2018 6:40 1.4 23:20 3.3 1.7 6:40 0.8 20:10 2.3 1.3 6:40 0.025 23:20 0.252 0.066 0.066 0.22 1/11/2018 0:45 2.0 15:00 13.6 5.9 15:45 0.5 12:15 3.3 2.4 5:25 0.068 18:05 1.179 0.600 0.600 1.04 1/12/2018 16:15 1.1 0:00 4.2 1.8 23:45 0.6 0:00 2.7 1.4 23:45 0.016 0:00 0.434 0.083 0.083 0.20 1/13/2018 2:45 1.0 17:05 15.6 1.6 17:05 0.3 17:35 3.2 0.8 2:45 0.008 17:25 1.177 0.054 0.054 0.02 1/14/2018 23:50 1.0 13:30 1.3 1.1 22:45 0.3 13:25 0.9 0.5 22:45 0.006 13:30 0.026 0.013 0.013 0.00 1/15/2018 22:55 1.0 13:15 1.8 1.1 0:40 0.2 13:15 1.3 0.5 0:40 0.005 13:15 0.065 0.014 0.014 0.04 1/16/2018 23:55 1.0 1:35 2.4 1.4 23:30 0.2 1:50 1.7 0.8 23:30 0.004 1:35 0.117 0.032 0.032 0.26 1/17/2018 2:50 0.9 18:25 7.0 2.4 7:50 0.4 11:10 3.3 1.5 7:35 0.008 18:20 0.979 0.196 0.196 0.79 1/18/2018 23:50 1.8 5:40 6.9 3.4 23:20 1.0 5:40 3.2 2.2 23:20 0.051 5:40 0.979 0.299 0.299 0.40 1/19/2018 21:05 1.4 15:40 2.7 1.7 21:00 0.7 15:40 2.2 1.2 21:00 0.023 15:40 0.189 0.059 0.059 0.10 1/20/2018 23:45 1.3 4:10 2.8 1.6 17:10 0.5 4:05 2.2 1.0 17:10 0.017 4:05 0.204 0.043 0.043 0.10 1/21/2018 16:15 1.3 17:05 7.2 1.6 11:40 0.6 17:00 3.2 1.0 11:40 0.018 17:15 0.978 0.061 0.061 0.16 1/22/2018 23:55 1.4 6:05 5.9 2.4 23:35 0.6 6:05 3.1 1.6 23:35 0.022 6:05 0.764 0.149 0.149 0.34 1/23/2018 4:00 1.3 16:15 6.9 3.2 9:00 0.7 16:00 3.4 1.9 1:15 0.022 16:10 1.022 0.295 0.295 0.79 1/24/2018 7:20 1.7 16:25 28.3 6.7 19:55 0.0 22:25 3.3 1.9 19:55 0.000 21:45 1.417 0.376 0.376 0.51 1/25/2018 6:15 1.3 10:50 5.0 2.2 6:15 0.7 10:50 2.9 1.5 6:15 0.020 10:50 0.594 0.119 0.119 0.14 1/26/2018 7:55 1.3 12:05 5.5 2.3 7:55 0.7 12:30 3.1 1.6 7:55 0.021 12:30 0.692 0.145 0.145 0.36 1/27/2018 23:55 1.2 1:35 7.0 3.2 21:05 0.4 2:30 3.4 2.0 21:05 0.011 1:40 1.027 0.290 0.290 0.61 1/28/2018 23:55 1.1 0:10 4.5 1.7 14:10 0.4 0:10 2.9 1.0 16:10 0.011 0:10 0.517 0.060 0.060 0.07 1/29/2018 1:45 1.1 16:05 7.5 3.9 4:10 0.3 14:35 3.5 2.0 4:10 0.007 14:35 1.141 0.441 0.441 0.90 1/30/2018 23:55 1.2 1:05 4.2 1.8 23:15 0.4 3:40 2.6 1.1 23:55 0.011 3:40 0.403 0.067 0.067 0.00 1/31/2018 3:55 1.0 5:00 3.6 1.4 4:45 0.3 15:25 2.5 0.7 4:45 0.006 15:25 0.315 0.030 0.030 0.00 ReportAvg 2.2 1.2 0.131 ReportTotal 4.053 8.79 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 11.50 REN_MH0166\mp1\DFINAL (inches) REN_MH0166\mp1\VFINAL (feet/sec) REN_MH0166\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 2/1/2018 4:05 1.1 4:50 3.4 1.9 5:55 0.4 21:35 2.3 1.0 4:05 0.010 4:50 0.266 0.069 0.069 0.66 2/2/2018 6:35 1.4 8:20 7.4 1.9 23:50 0.5 8:10 3.4 1.0 23:50 0.018 8:20 1.074 0.067 0.067 0.04 2/3/2018 0:10 1.5 19:05 3.2 1.9 4:35 0.5 19:10 2.2 1.0 9:15 0.018 19:10 0.237 0.057 0.057 0.31 2/4/2018 20:10 1.4 7:45 2.4 1.5 20:10 0.7 7:45 1.6 0.8 20:10 0.024 7:45 0.122 0.034 0.034 0.02 2/5/2018 22:45 1.1 13:30 2.3 1.5 5:35 0.4 13:30 1.1 0.7 22:45 0.010 13:30 0.078 0.026 0.026 0.04 2/6/2018 23:35 1.1 10:55 8.4 1.5 23:35 0.3 10:55 3.2 0.7 23:35 0.007 10:55 1.224 0.059 0.059 0.00 2/7/2018 5:35 1.0 10:00 1.9 1.2 5:35 0.2 9:55 1.2 0.5 5:35 0.005 9:55 0.063 0.014 0.014 0.00 2/8/2018 5:20 1.0 15:20 1.9 1.2 5:20 0.2 21:50 1.1 0.5 5:20 0.004 21:50 0.056 0.015 0.015 0.09 2/9/2018 23:20 0.9 14:25 3.5 1.2 23:20 0.1 14:25 2.3 0.4 23:20 0.001 14:25 0.295 0.019 0.019 0.01 2/10/2018 19:05 0.8 12:00 1.0 0.8 0:30 0.0 12:00 0.2 0.0 0:30 0.000 12:00 0.004 0.001 0.001 0.01 2/11/2018 16:10 0.8 12:20 1.5 0.8 0:00 0.0 12:25 0.6 0.0 0:00 0.000 12:20 0.022 0.001 0.001 0.00 2/12/2018 2:20 0.8 16:30 1.4 1.0 0:00 0.0 16:25 0.7 0.2 0:00 0.000 16:25 0.025 0.007 0.007 0.00 2/13/2018 2:05 0.8 23:55 2.2 1.1 1:20 0.0 23:55 1.7 0.3 1:20 0.000 23:55 0.107 0.011 0.011 0.17 2/14/2018 23:55 1.0 1:15 2.5 1.5 6:10 0.2 0:05 1.7 0.7 8:45 0.005 1:15 0.127 0.031 0.031 0.15 2/15/2018 6:55 0.8 10:30 6.7 1.4 6:55 0.0 10:30 3.2 0.4 6:55 0.001 10:30 0.941 0.036 0.036 0.00 2/16/2018 3:30 1.0 3:40 2.4 1.4 3:30 0.2 3:40 1.4 0.5 3:30 0.005 3:40 0.106 0.020 0.020 0.15 2/17/2018 4:35 1.0 9:30 3.3 1.6 4:35 0.2 6:15 1.9 0.7 4:35 0.004 9:30 0.218 0.041 0.041 0.32 2/18/2018 23:50 1.0 16:15 1.2 1.1 18:50 0.2 16:05 0.5 0.3 23:50 0.003 16:05 0.013 0.007 0.007 0.01 2/19/2018 3:00 0.9 10:15 7.5 1.3 23:55 0.0 10:25 3.2 0.5 23:55 0.000 10:15 1.083 0.033 0.033 0.00 2/20/2018 6:40 1.0 15:50 4.5 1.4 6:40 0.2 15:50 2.5 0.4 6:40 0.003 15:50 0.435 0.017 0.017 0.00 2/21/2018 5:35 0.9 16:10 1.7 1.3 5:35 0.1 16:10 0.6 0.4 5:35 0.003 16:10 0.028 0.012 0.012 0.00 2/22/2018 4:25 1.0 9:30 1.9 1.3 4:25 0.2 9:30 0.7 0.4 4:25 0.004 9:30 0.038 0.012 0.012 0.07 2/23/2018 7:25 0.8 11:30 6.8 1.5 5:55 0.0 11:30 3.2 0.5 5:55 0.000 11:30 0.974 0.040 0.040 0.01 2/24/2018 2:10 1.5 10:20 2.8 1.6 0:30 0.4 10:35 1.2 0.5 0:30 0.015 10:25 0.106 0.023 0.023 0.13 2/25/2018 1:05 1.5 5:50 4.0 1.9 23:55 0.4 5:50 2.2 0.7 23:55 0.016 5:50 0.323 0.049 0.049 0.11 2/26/2018 22:05 1.5 9:00 2.3 1.7 7:05 0.3 15:30 0.8 0.5 7:05 0.012 9:00 0.053 0.024 0.024 0.00 2/27/2018 4:30 1.5 16:10 2.1 1.7 23:55 0.4 16:10 0.8 0.5 23:55 0.014 16:10 0.048 0.025 0.025 0.19 2/28/2018 3:45 1.4 22:25 4.3 1.8 3:55 0.2 22:25 2.4 0.6 3:55 0.008 22:25 0.404 0.039 0.039 0.35 ReportAvg 1.4 0.5 0.028 ReportTotal 0.786 2.84 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 11.50 REN_MH0166\mp1\DFINAL (inches) REN_MH0166\mp1\VFINAL (feet/sec) REN_MH0166\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 3/1/2018 23:55 1.1 16:20 7.5 1.5 8:00 0.2 16:25 3.2 0.5 23:55 0.006 16:20 1.078 0.031 0.031 0.01 3/2/2018 3:25 1.0 5:30 2.6 1.5 3:25 0.2 4:50 1.2 0.4 3:25 0.003 4:50 0.101 0.020 0.020 0.07 3/3/2018 23:55 1.0 18:50 1.6 1.2 17:15 0.2 15:30 0.5 0.3 23:55 0.004 18:50 0.020 0.007 0.007 0.00 3/4/2018 15:55 1.0 16:45 2.9 1.1 15:55 0.2 16:45 1.3 0.3 15:55 0.003 16:45 0.130 0.009 0.009 0.12 3/5/2018 6:55 1.0 15:00 7.6 1.5 6:55 0.2 15:10 3.2 0.4 6:55 0.003 15:00 1.089 0.036 0.036 0.00 3/6/2018 7:25 0.9 18:20 2.8 1.3 6:25 0.1 18:20 1.5 0.3 7:25 0.002 18:20 0.141 0.011 0.011 0.00 3/7/2018 7:00 1.1 10:00 7.5 1.5 7:00 0.2 10:05 3.2 0.5 7:00 0.005 10:00 1.083 0.030 0.030 0.03 3/8/2018 7:25 0.9 11:05 6.5 1.7 9:05 0.1 11:05 3.1 0.7 7:25 0.003 11:05 0.884 0.053 0.053 0.37 3/9/2018 23:55 1.0 10:00 7.4 1.6 23:55 0.2 9:55 3.2 0.5 23:55 0.003 10:00 1.061 0.043 0.043 0.00 3/10/2018 21:05 0.8 3:10 3.6 1.2 19:15 0.0 3:05 2.1 0.3 19:15 0.000 3:10 0.272 0.012 0.012 0.00 3/11/2018 17:30 0.8 22:15 1.0 0.8 0:00 0.0 22:15 0.2 0.0 0:00 0.000 22:15 0.003 0.000 0.000 0.00 3/12/2018 4:45 0.8 17:35 7.2 1.3 0:00 0.0 17:40 3.2 0.4 0:00 0.000 17:35 1.032 0.029 0.029 0.00 3/13/2018 5:55 0.8 13:40 6.3 1.5 2:20 0.0 17:25 3.0 0.5 2:20 0.000 13:40 0.797 0.035 0.035 0.31 3/14/2018 6:15 0.9 13:45 7.4 1.4 4:40 0.1 13:45 3.2 0.4 6:15 0.002 13:45 1.071 0.027 0.027 0.04 3/15/2018 0:35 0.9 9:35 3.6 1.5 0:25 0.1 9:35 2.0 0.4 0:35 0.002 9:35 0.257 0.020 0.020 0.00 3/16/2018 4:30 0.8 6:55 3.4 1.2 0:05 0.0 6:55 1.9 0.3 0:05 0.000 6:55 0.236 0.010 0.010 0.00 3/17/2018 23:30 0.8 13:25 1.3 1.0 4:10 0.0 13:25 0.3 0.1 4:10 0.000 13:25 0.010 0.003 0.003 0.00 3/18/2018 3:00 0.8 14:05 1.8 1.1 0:00 0.0 13:50 0.6 0.2 0:00 0.000 13:50 0.025 0.007 0.007 0.00 3/19/2018 23:55 1.1 14:55 7.3 1.5 13:35 0.2 14:50 3.2 0.4 23:55 0.005 14:55 1.057 0.032 0.032 0.00 3/20/2018 23:55 0.8 17:30 6.0 1.2 23:10 0.0 17:30 2.8 0.4 23:10 0.000 17:30 0.730 0.018 0.018 0.00 3/21/2018 3:50 0.7 10:45 5.1 1.1 0:00 0.0 10:45 2.8 0.3 0:00 0.000 10:45 0.588 0.012 0.012 0.10 3/22/2018 6:05 0.7 12:00 6.9 1.6 0:00 0.0 12:05 3.3 0.5 0:00 0.000 12:00 0.987 0.057 0.057 0.48 3/23/2018 5:25 0.8 8:45 6.5 1.9 0:00 0.0 8:45 3.1 0.7 0:00 0.000 8:45 0.888 0.098 0.098 0.31 3/24/2018 23:55 0.8 5:15 2.4 1.3 15:40 0.0 5:25 1.6 0.4 15:40 0.000 5:25 0.119 0.018 0.018 0.28 3/25/2018 7:50 0.8 10:20 1.7 1.0 0:00 0.0 10:20 0.9 0.1 0:00 0.000 10:20 0.037 0.003 0.003 0.01 3/26/2018 2:35 0.8 9:10 6.4 1.5 0:00 0.0 9:05 3.2 0.6 0:00 0.000 9:05 0.867 0.059 0.059 0.17 3/27/2018 5:10 1.0 7:15 6.1 1.5 4:35 0.0 7:15 3.1 0.6 4:35 0.000 7:15 0.792 0.036 0.036 0.02 3/28/2018 23:55 0.8 10:15 4.1 1.3 5:25 0.0 10:10 2.5 0.4 5:25 0.000 10:15 0.396 0.021 0.021 0.01 3/29/2018 5:15 0.7 10:25 9.9 2.1 0:00 0.0 9:30 3.3 0.8 0:00 0.000 10:30 1.311 0.167 0.167 0.00 3/30/2018 5:25 0.7 11:40 6.0 1.2 0:00 0.0 11:40 3.0 0.3 0:00 0.000 11:40 0.773 0.023 0.023 0.00 3/31/2018 5:10 0.9 12:25 1.1 1.0 0:35 0.0 12:25 0.2 0.0 0:35 0.000 12:25 0.004 0.001 0.001 0.00 ReportAvg 1.4 0.4 0.030 ReportTotal 0.929 2.33 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 11.50 REN_MH0166\mp1\DFINAL (inches) REN_MH0166\mp1\VFINAL (feet/sec) REN_MH0166\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 4/1/2018 22:35 0.9 23:30 1.1 0.9 0:00 0.0 23:30 0.2 0.0 0:00 0.000 23:30 0.004 0.000 0.000 0.10 4/2/2018 1:20 1.0 10:10 6.1 1.7 0:25 0.0 10:05 3.1 0.7 0:25 0.000 10:05 0.798 0.050 0.050 0.00 4/3/2018 23:55 1.1 14:00 6.2 1.6 23:55 0.1 14:00 3.2 0.7 23:55 0.003 14:00 0.845 0.047 0.047 0.00 4/4/2018 1:20 1.0 14:00 6.6 1.7 0:20 0.0 14:00 3.2 0.7 0:20 0.000 14:00 0.922 0.053 0.053 0.39 4/5/2018 6:35 1.1 10:45 6.7 1.7 6:35 0.2 10:45 3.2 0.7 6:35 0.004 10:45 0.949 0.051 0.051 0.25 4/6/2018 22:30 1.0 10:30 6.4 1.6 21:40 0.0 10:30 3.1 0.6 21:40 0.000 10:30 0.858 0.051 0.051 0.00 4/7/2018 1:20 1.1 3:10 6.3 2.2 1:20 0.1 3:10 3.1 1.1 1:20 0.003 3:10 0.847 0.102 0.102 0.88 4/8/2018 23:55 1.2 8:35 2.6 1.8 23:55 0.3 8:35 1.5 0.9 23:55 0.009 8:35 0.125 0.049 0.049 0.45 4/9/2018 23:55 1.0 9:50 6.4 1.7 23:55 0.1 9:35 3.3 0.7 23:55 0.002 9:35 0.899 0.053 0.053 0.00 4/10/2018 1:20 1.0 9:10 6.3 1.6 0:10 0.0 9:10 3.3 0.7 0:10 0.000 9:10 0.913 0.059 0.059 0.23 4/11/2018 1:00 0.9 8:30 5.0 1.6 0:45 0.0 8:30 2.9 0.8 0:45 0.000 8:30 0.602 0.049 0.049 0.31 4/12/2018 23:55 0.9 15:05 6.3 1.6 22:55 0.0 15:25 3.2 0.7 22:55 0.000 15:05 0.866 0.056 0.056 0.11 4/13/2018 1:20 0.9 16:10 6.4 2.2 0:00 0.0 16:10 3.2 1.3 0:00 0.000 16:10 0.871 0.114 0.114 0.51 4/14/2018 12:25 1.6 23:45 13.8 5.0 12:25 0.6 15:35 3.4 2.1 12:25 0.026 20:15 1.287 0.432 0.432 1.52 4/15/2018 23:55 1.7 0:05 13.4 5.4 23:30 0.8 4:05 3.3 2.2 23:45 0.037 3:05 1.314 0.465 0.465 0.21 4/16/2018 6:40 1.7 13:50 6.3 2.6 23:15 0.6 14:25 3.3 1.6 0:10 0.030 13:40 0.889 0.161 0.161 0.71 4/17/2018 23:55 1.3 7:05 6.5 2.1 21:55 0.2 7:05 3.4 1.0 21:55 0.008 7:05 0.953 0.082 0.082 0.01 4/18/2018 0:10 1.3 14:45 3.4 1.8 22:15 0.2 9:20 2.3 0.7 23:20 0.006 9:20 0.273 0.047 0.047 0.12 4/19/2018 23:55 1.2 14:05 6.1 1.7 20:50 0.2 14:05 3.0 0.7 20:50 0.006 14:05 0.773 0.042 0.042 0.00 4/20/2018 22:35 1.1 1:00 3.6 1.7 22:35 0.2 1:00 2.3 0.7 22:35 0.004 1:00 0.300 0.041 0.041 0.00 4/21/2018 23:55 1.1 13:05 3.5 1.7 23:15 0.2 13:05 2.3 0.7 23:55 0.005 13:05 0.293 0.040 0.040 0.05 4/22/2018 5:00 1.0 21:30 3.2 1.5 2:10 0.0 13:10 2.1 0.5 2:10 0.000 21:30 0.225 0.025 0.025 0.00 ReportAvg 2.1 0.9 0.094 ReportTotal 2.071 5.85 AGENDA ITEM #6. o) REN_MH0286    Located At:        3000 SE 5th St (see attached site report for details)  Monitoring Period:      December 22, 2017 – April 22, 2018  Pipe Dimensions:        9.88”   Finalized Silt Level:       0 mm    Site Data Characteristics:  This site is located in a sanitary sewer pipe.  The scattergraph indicates site  operated in free flow conditions.   The site did not surcharge during the monitoring period.   The dry  weather data plots below the Froude =1 curve indicating subcritical flow.      Site Data Bias & Editing:  The depth and velocity measurements recorded by the flow monitor were  consistent with field confirmations conducted to date and supported the relative accuracy of the flow  monitor at this location.  The finalized depth data utilized both the pressure sensor and upward  ultrasonic sensor.     Site Data Uptime:  The data uptime achieved during the monitoring period is provided in the table  below. Based upon the quality and consistency of the observed flow depth and velocity data, the  Continuity equation was used to calculate the flow rate for the monitoring period.     Entity Percentage Uptime  Raw  Percentage Uptime  Final  Depth (in) 100% 100%  Velocity (f/s) 100% 100%  Quantity (mgd) 100% 100%      Site Data Summary:  The average flow depth, velocity, and quantity data observed during the  monitoring period along with observed minimum and maximum data, are provided in the following  table. The minimum and maximum rates recorded in the tables are based on 5‐minute data intervals.        Item Depth (in) Velocity (f/s) Quantity (mgd) % Full  Minimum  2.72 0.36 0.028  28%  Maximum  5.93  1.06 0.212 60%   Average 3.40  0.66 0.072  34%                        AGENDA ITEM #6. o) Latitude: 47.477311° Longitude:-122.179048° Site Sketch Plan View or Photo Additional Site Info. / Comments: Site located in roadway. Traffic control required. Moderate, slow flow Good Antenna Location Communication Information: Active Drop Connections Air Quality: Communication Type Normal 22275.11.325 ADS Project Name: ADS Project Number: Renton.Carollo.I&I.WA17 Manhole Cover Manhole Frame Manhole Material: Manhole Diameter (Approx.): Manhole Depth (Approx. FT):Manhole Configuration Concrete Wireless Pipe Material Located in roadway, at intersection. Requires traffic control. Sensors / Devices: 15.00'' x 15.00'' 0.25" Manhole / Pipe Information: Installation Type: Pressure Sensor Range (psi) Confirmation Time: Site Sketch Profile View or Photo Pipe Size (H x W) Topside / Area Photo Peak Combo (CS4), Smart Depth (CS5) Pipe Size (HxW) 3:17:00 PM Monitoring Location (Sensors): Depth of Flow (Wet DOF) (in)Range (Air DOF) (in) ~8.00'' Velocity Sensor Offset (in) .3 FPS Temporary 15.00'' x 15.00'' REN_MH1763 Access Traffic TRITON+ System Characteristics Location Type Pipe Shape Renton.Carollo.I&I.WA17 Medium Drive Site Access Details: Site Address /Location: Site Name 3000 SE 5th St 0 - 5 psi Installation Information Circular Monitor Series Monitor Location: Doppler Standard Ring and Crank Manhole # Installation Date: 12.13.17 Upstream 0-5 FT Manhole MH1763 Residential Map Flow Monitoring Site Report 0 Downlooker Physical Offset (in)Measurement Confidence (in) 1.25'' Peak Velocity (fps) Silt (in) ~8' Installation Confirmation: Manhole Opening Diameter (in) Silt Type Hydraulic Comments: Pipe Condition: Single Good Manhole Pick / Vent Hole Manhole Condition: No Concrete 20'' NormalUnbolted 20'' AGENDA ITEM #6. o) Additional Photos Flow Direction Monitoring Point Top Down Location Location Upstream Downstream Side Inlet AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 9.88 REN_MH0286\mp1\DFINAL (inches) REN_MH0286\mp1\VFINAL (feet/sec) REN_MH0286\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 12/22/2017 23:55 2.9 12:40 3.7 3.2 23:55 0.5 13:45 0.8 0.7 23:55 0.044 13:45 0.095 0.065 0.065 0.10 12/23/2017 6:40 2.7 15:15 3.1 2.8 8:10 0.5 20:05 0.7 0.5 6:30 0.037 15:15 0.060 0.044 0.044 0.00 12/24/2017 0:50 2.7 16:45 3.3 2.9 3:35 0.4 18:00 0.7 0.5 3:35 0.036 16:55 0.072 0.044 0.044 0.00 12/25/2017 16:40 2.9 17:05 3.2 3.0 22:30 0.5 23:20 0.7 0.6 22:30 0.043 23:15 0.069 0.051 0.051 0.14 12/26/2017 5:05 2.9 9:15 3.8 3.2 5:00 0.5 15:55 0.8 0.6 5:00 0.044 9:15 0.097 0.062 0.062 0.17 12/27/2017 21:50 3.1 13:30 4.4 3.4 22:10 0.6 13:35 0.9 0.8 21:50 0.061 13:30 0.133 0.082 0.082 0.00 12/28/2017 4:20 3.0 16:50 4.1 3.5 3:40 0.6 15:40 1.0 0.8 3:40 0.054 16:45 0.131 0.083 0.083 0.25 12/29/2017 22:00 3.3 10:00 4.4 3.7 23:50 0.6 9:10 1.0 0.8 23:50 0.067 10:00 0.142 0.101 0.101 1.57 12/30/2017 23:50 2.9 8:05 3.4 3.1 12:00 0.5 8:20 0.8 0.6 23:50 0.045 8:20 0.084 0.060 0.060 0.02 12/31/2017 22:30 2.8 14:10 3.1 2.9 23:00 0.5 14:15 0.6 0.5 22:30 0.039 14:10 0.059 0.046 0.046 0.00 ReportAvg 3.2 0.6 0.064 ReportTotal 0.638 2.25 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 9.88 REN_MH0286\mp1\DFINAL (inches) REN_MH0286\mp1\VFINAL (feet/sec) REN_MH0286\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 1/1/2018 21:20 2.7 22:55 3.5 2.9 12:15 0.5 22:55 0.8 0.5 12:15 0.037 22:55 0.090 0.045 0.045 0.00 1/2/2018 0:05 3.0 11:50 4.0 3.3 0:05 0.6 15:55 0.9 0.7 0:05 0.052 11:50 0.116 0.074 0.074 0.01 1/3/2018 4:55 3.0 15:05 4.2 3.4 4:50 0.6 15:10 0.9 0.7 4:50 0.050 15:10 0.133 0.076 0.076 0.00 1/4/2018 5:30 3.0 14:25 4.5 3.5 0:00 0.5 14:20 1.0 0.7 4:55 0.051 14:25 0.150 0.081 0.081 0.09 1/5/2018 2:45 3.2 12:35 4.2 3.6 4:50 0.6 13:30 1.0 0.7 4:50 0.059 13:30 0.132 0.085 0.085 0.42 1/6/2018 3:35 3.2 7:25 3.5 3.3 10:00 0.5 15:40 0.7 0.6 23:40 0.053 16:20 0.079 0.064 0.064 0.24 1/7/2018 13:45 3.1 9:05 3.5 3.3 5:40 0.5 18:45 0.8 0.6 5:40 0.052 18:45 0.080 0.062 0.062 0.38 1/8/2018 21:40 3.3 10:50 5.3 3.7 0:50 0.7 10:45 1.1 0.8 0:50 0.067 10:50 0.200 0.095 0.095 0.14 1/9/2018 5:10 3.3 16:00 4.6 3.7 6:05 0.7 16:05 1.0 0.8 5:20 0.068 16:00 0.153 0.095 0.095 0.46 1/10/2018 3:40 3.2 9:05 4.5 3.6 5:20 0.6 13:05 1.0 0.8 5:20 0.057 14:25 0.136 0.089 0.089 0.22 1/11/2018 5:25 3.4 11:15 4.8 3.9 4:40 0.6 11:15 1.0 0.8 4:40 0.069 11:15 0.164 0.102 0.102 1.04 1/12/2018 4:45 3.3 12:55 4.2 3.7 4:45 0.7 10:20 0.9 0.8 4:45 0.068 15:20 0.130 0.095 0.095 0.20 1/13/2018 23:55 3.4 12:20 4.2 3.6 14:20 0.7 2:25 0.9 0.8 23:55 0.073 2:25 0.126 0.085 0.085 0.02 1/14/2018 23:20 3.3 8:00 3.8 3.4 5:25 0.7 8:00 0.8 0.7 5:25 0.069 8:00 0.102 0.074 0.074 0.00 1/15/2018 0:35 3.4 10:45 4.6 3.7 4:00 0.6 11:30 1.0 0.8 3:05 0.061 10:45 0.156 0.094 0.094 0.04 1/16/2018 23:05 3.4 10:00 4.3 3.7 20:00 0.6 1:05 0.9 0.8 19:55 0.067 10:00 0.131 0.096 0.096 0.26 1/17/2018 3:00 3.2 19:40 4.3 3.7 4:50 0.6 19:10 1.0 0.8 4:55 0.061 19:40 0.137 0.094 0.094 0.79 1/18/2018 2:25 3.4 13:15 4.4 3.8 2:00 0.6 13:15 0.9 0.8 2:00 0.065 13:15 0.142 0.101 0.101 0.40 1/19/2018 23:55 3.1 13:50 4.3 3.6 23:55 0.6 5:25 0.9 0.8 23:55 0.054 13:50 0.133 0.087 0.087 0.10 1/20/2018 2:20 3.0 19:35 3.5 3.2 6:25 0.5 19:35 0.7 0.6 6:25 0.044 19:35 0.082 0.056 0.056 0.10 1/21/2018 4:25 3.0 17:40 3.6 3.1 3:55 0.4 17:20 0.8 0.5 3:55 0.040 17:25 0.088 0.051 0.051 0.16 1/22/2018 5:10 3.2 15:25 4.2 3.6 4:15 0.6 15:10 1.0 0.8 4:15 0.059 15:15 0.132 0.089 0.089 0.34 1/23/2018 22:30 3.2 15:50 4.2 3.6 7:25 0.6 15:50 0.9 0.8 5:40 0.059 15:50 0.127 0.086 0.086 0.79 1/24/2018 6:00 3.2 14:45 4.5 3.6 6:10 0.6 14:10 1.0 0.7 6:10 0.059 14:45 0.146 0.087 0.087 0.51 1/25/2018 5:50 3.1 10:55 4.0 3.4 2:05 0.6 11:05 1.0 0.8 1:20 0.057 11:05 0.124 0.081 0.081 0.14 1/26/2018 1:30 3.1 9:10 4.6 3.4 1:20 0.6 9:10 1.0 0.7 1:20 0.053 9:10 0.156 0.078 0.078 0.36 1/27/2018 10:10 3.1 11:20 3.8 3.2 14:55 0.5 11:25 0.8 0.6 10:10 0.051 11:25 0.102 0.062 0.062 0.61 1/28/2018 6:15 2.9 20:35 3.4 3.0 23:55 0.5 17:15 0.7 0.6 7:25 0.046 20:35 0.072 0.053 0.053 0.07 1/29/2018 3:50 3.0 15:10 4.6 3.6 0:00 0.5 14:55 1.0 0.7 0:00 0.046 15:10 0.148 0.087 0.087 0.90 1/30/2018 2:45 3.3 12:30 4.6 3.5 22:05 0.5 12:30 1.0 0.7 21:25 0.056 12:30 0.152 0.082 0.082 0.00 1/31/2018 2:55 3.2 16:55 4.0 3.5 23:30 0.6 9:55 1.0 0.7 23:30 0.058 9:55 0.130 0.083 0.083 0.00 ReportAvg 3.5 0.7 0.080 ReportTotal 2.490 8.79 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 9.88 REN_MH0286\mp1\DFINAL (inches) REN_MH0286\mp1\VFINAL (feet/sec) REN_MH0286\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 2/1/2018 3:05 3.2 14:00 4.5 3.6 5:30 0.5 13:55 1.0 0.8 5:30 0.052 13:55 0.157 0.090 0.090 0.66 2/2/2018 4:55 3.3 13:45 4.3 3.6 4:20 0.6 11:35 0.9 0.7 4:55 0.060 13:45 0.133 0.088 0.088 0.04 2/3/2018 23:05 3.1 11:50 3.8 3.3 23:30 0.5 11:50 0.8 0.6 23:30 0.046 11:50 0.100 0.064 0.064 0.31 2/4/2018 6:10 3.0 12:25 3.4 3.1 6:10 0.5 15:45 0.6 0.5 6:10 0.043 12:25 0.061 0.049 0.049 0.02 2/5/2018 0:15 3.0 15:30 4.4 3.5 1:00 0.5 15:30 0.9 0.7 1:00 0.043 15:30 0.136 0.077 0.077 0.04 2/6/2018 3:10 3.2 12:25 5.8 3.5 2:00 0.5 12:30 1.0 0.7 2:00 0.052 12:25 0.204 0.075 0.075 0.00 2/7/2018 2:45 3.2 8:15 4.0 3.5 1:30 0.5 8:15 0.8 0.7 1:30 0.050 8:15 0.111 0.075 0.075 0.00 2/8/2018 5:40 3.2 15:25 4.2 3.6 19:30 0.6 15:25 0.9 0.7 5:40 0.059 15:25 0.127 0.081 0.081 0.09 2/9/2018 23:10 3.0 13:30 4.1 3.5 23:00 0.4 13:30 0.9 0.7 23:00 0.039 13:30 0.119 0.074 0.074 0.01 2/10/2018 7:45 2.9 1:25 3.3 3.0 7:10 0.4 17:35 0.7 0.5 11:45 0.034 17:35 0.065 0.047 0.047 0.01 2/11/2018 16:15 2.9 12:10 3.5 3.1 21:20 0.4 12:10 0.7 0.5 21:30 0.038 12:10 0.074 0.050 0.050 0.00 2/12/2018 2:55 3.0 12:10 4.1 3.4 0:25 0.4 12:10 0.9 0.6 0:25 0.041 12:10 0.119 0.068 0.068 0.00 2/13/2018 2:30 3.0 11:15 3.9 3.4 2:30 0.5 11:15 0.8 0.7 2:30 0.047 11:15 0.101 0.071 0.071 0.17 2/14/2018 21:35 3.0 10:15 4.2 3.4 21:25 0.5 10:15 0.9 0.7 21:25 0.042 10:15 0.123 0.071 0.071 0.15 2/15/2018 23:55 3.2 13:25 4.1 3.5 22:45 0.6 13:25 0.9 0.7 23:55 0.056 13:25 0.119 0.075 0.075 0.00 2/16/2018 0:20 3.1 15:15 4.0 3.4 6:15 0.5 15:15 0.8 0.7 0:20 0.052 15:15 0.109 0.071 0.071 0.15 2/17/2018 4:05 3.1 8:10 3.5 3.3 4:05 0.6 8:10 0.7 0.6 4:05 0.053 8:10 0.077 0.065 0.065 0.32 2/18/2018 23:20 3.1 17:25 3.7 3.2 17:30 0.5 10:45 0.7 0.6 23:20 0.051 17:25 0.075 0.059 0.059 0.01 2/19/2018 3:15 3.1 11:30 3.8 3.4 20:40 0.6 11:30 0.8 0.6 3:15 0.053 11:30 0.094 0.068 0.068 0.00 2/20/2018 21:55 3.0 14:45 3.8 3.4 21:05 0.5 10:00 0.8 0.6 21:05 0.047 10:00 0.096 0.067 0.067 0.00 2/21/2018 2:35 3.2 13:45 4.1 3.5 7:40 0.6 13:45 0.9 0.7 2:35 0.058 13:45 0.120 0.079 0.079 0.00 2/22/2018 23:15 3.2 14:25 4.0 3.5 22:05 0.6 14:25 0.8 0.7 22:05 0.059 14:25 0.108 0.076 0.076 0.07 2/23/2018 22:30 3.1 11:35 3.9 3.4 22:30 0.5 11:35 0.8 0.7 22:30 0.050 11:35 0.103 0.073 0.073 0.01 2/24/2018 23:40 2.9 15:25 3.3 3.0 21:20 0.5 15:25 0.6 0.5 23:40 0.042 15:25 0.062 0.049 0.049 0.13 2/25/2018 0:15 2.9 12:45 3.3 3.1 20:45 0.4 12:45 0.6 0.5 20:45 0.039 12:45 0.061 0.050 0.050 0.11 2/26/2018 3:30 3.2 14:35 5.1 3.6 3:35 0.5 14:35 1.0 0.7 3:35 0.048 14:35 0.179 0.084 0.084 0.00 2/27/2018 22:25 3.3 11:05 4.0 3.6 21:35 0.5 11:05 0.8 0.7 21:35 0.055 11:05 0.110 0.079 0.079 0.19 2/28/2018 5:00 3.2 13:15 4.1 3.5 0:55 0.5 13:15 0.9 0.7 0:55 0.053 13:15 0.118 0.078 0.078 0.35 ReportAvg 3.4 0.6 0.070 ReportTotal 1.951 2.84 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 9.88 REN_MH0286\mp1\DFINAL (inches) REN_MH0286\mp1\VFINAL (feet/sec) REN_MH0286\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 3/1/2018 5:10 3.2 16:05 4.1 3.5 22:40 0.5 16:05 0.9 0.7 22:40 0.055 16:05 0.115 0.079 0.079 0.01 3/2/2018 21:50 3.0 16:00 4.0 3.4 19:45 0.5 16:00 0.8 0.6 21:50 0.049 16:00 0.107 0.068 0.068 0.07 3/3/2018 5:30 2.9 12:05 3.4 3.1 9:25 0.4 12:05 0.7 0.5 9:25 0.040 12:05 0.072 0.050 0.050 0.00 3/4/2018 4:50 2.8 17:40 3.3 2.9 5:35 0.4 17:40 0.6 0.5 5:35 0.029 17:40 0.066 0.041 0.041 0.12 3/5/2018 1:05 3.1 14:15 4.9 3.5 19:50 0.6 14:15 1.0 0.7 1:05 0.054 14:15 0.170 0.076 0.076 0.00 3/6/2018 23:30 3.1 11:25 4.4 3.5 23:40 0.5 11:25 0.9 0.7 23:40 0.048 11:25 0.133 0.076 0.076 0.00 3/7/2018 2:40 3.0 14:05 5.2 3.5 2:40 0.4 14:05 1.0 0.7 2:40 0.039 14:05 0.185 0.075 0.075 0.03 3/8/2018 2:20 3.1 15:20 4.1 3.5 2:15 0.5 15:20 0.9 0.7 2:15 0.043 15:20 0.115 0.073 0.073 0.37 3/9/2018 22:10 3.0 13:00 4.4 3.4 22:55 0.5 13:00 0.9 0.6 22:55 0.043 13:00 0.139 0.069 0.069 0.00 3/10/2018 3:55 2.9 14:55 3.3 3.1 2:55 0.4 18:30 0.6 0.5 2:55 0.037 18:30 0.062 0.048 0.048 0.00 3/11/2018 0:45 2.9 15:00 3.4 3.0 2:35 0.4 15:00 0.7 0.5 2:35 0.035 15:00 0.070 0.046 0.046 0.00 3/12/2018 1:40 3.1 14:20 4.1 3.5 0:35 0.5 14:20 0.9 0.7 0:35 0.046 14:20 0.116 0.073 0.073 0.00 3/13/2018 2:05 3.2 14:15 4.2 3.5 23:30 0.5 14:15 0.9 0.7 23:30 0.053 14:15 0.124 0.077 0.077 0.31 3/14/2018 23:15 3.0 9:05 3.9 3.5 23:15 0.5 6:50 0.8 0.6 23:15 0.042 6:50 0.099 0.071 0.071 0.04 3/15/2018 1:30 3.0 9:40 4.3 3.5 2:10 0.5 9:40 0.9 0.6 2:10 0.042 9:40 0.128 0.072 0.072 0.00 3/16/2018 23:40 3.1 13:15 4.1 3.5 23:50 0.5 13:15 0.9 0.7 23:50 0.044 13:15 0.120 0.073 0.073 0.00 3/17/2018 23:25 3.0 13:25 3.9 3.1 4:25 0.4 13:25 0.7 0.5 4:25 0.038 13:25 0.092 0.050 0.050 0.00 3/18/2018 23:45 2.9 17:05 3.2 3.0 23:05 0.4 17:05 0.6 0.5 11:05 0.038 17:05 0.061 0.046 0.046 0.00 3/19/2018 2:00 2.9 13:35 4.0 3.4 3:55 0.4 13:35 0.8 0.7 3:55 0.034 13:35 0.107 0.073 0.073 0.00 3/20/2018 5:10 3.2 9:15 4.3 3.5 22:15 0.5 9:15 0.9 0.7 22:15 0.050 9:15 0.132 0.075 0.075 0.00 3/21/2018 23:55 3.0 12:50 4.2 3.4 2:20 0.5 12:50 0.9 0.6 2:20 0.041 12:50 0.124 0.066 0.066 0.10 3/22/2018 2:20 2.8 10:20 4.7 3.4 2:15 0.4 10:20 1.0 0.6 2:15 0.029 10:20 0.161 0.069 0.069 0.48 3/23/2018 4:15 2.9 9:35 4.1 3.4 4:25 0.5 9:35 0.8 0.7 4:25 0.041 9:35 0.115 0.072 0.072 0.31 3/24/2018 22:50 2.8 9:20 3.6 3.1 22:45 0.4 9:20 0.7 0.6 22:50 0.036 9:20 0.082 0.052 0.052 0.28 3/25/2018 0:05 2.8 19:00 3.2 2.9 21:00 0.4 12:50 0.6 0.5 21:00 0.032 12:50 0.062 0.042 0.042 0.01 3/26/2018 3:20 2.8 10:15 4.4 3.4 3:20 0.4 10:15 0.9 0.6 3:20 0.028 10:15 0.137 0.068 0.068 0.17 3/27/2018 0:10 3.1 11:50 4.3 3.5 0:10 0.5 11:50 0.9 0.7 0:10 0.044 11:50 0.129 0.075 0.075 0.02 3/28/2018 23:55 3.0 12:00 4.0 3.4 23:35 0.4 12:00 0.8 0.6 23:35 0.041 12:00 0.112 0.066 0.066 0.01 3/29/2018 1:55 2.9 12:55 4.1 3.4 1:55 0.4 12:55 0.9 0.6 1:55 0.034 12:55 0.120 0.068 0.068 0.00 3/30/2018 1:40 3.0 12:15 4.0 3.4 1:40 0.4 12:15 0.8 0.6 1:40 0.039 12:15 0.108 0.068 0.068 0.00 3/31/2018 23:10 2.9 12:55 3.3 3.1 23:10 0.4 10:15 0.6 0.5 23:10 0.036 10:15 0.063 0.050 0.050 0.00 ReportAvg 3.3 0.6 0.065 ReportTotal 2.006 2.33 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 9.88 REN_MH0286\mp1\DFINAL (inches) REN_MH0286\mp1\VFINAL (feet/sec) REN_MH0286\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 4/1/2018 23:15 2.9 17:25 3.2 3.0 23:15 0.4 17:25 0.6 0.5 23:15 0.033 17:25 0.059 0.045 0.045 0.10 4/2/2018 2:35 2.9 10:45 5.9 3.4 1:55 0.4 10:50 1.0 0.7 1:55 0.033 10:45 0.212 0.073 0.073 0.00 4/3/2018 2:05 2.9 17:55 4.1 3.5 2:00 0.4 17:55 0.9 0.7 2:00 0.036 17:55 0.120 0.078 0.078 0.00 4/4/2018 1:55 3.1 14:50 4.1 3.5 21:55 0.5 14:50 0.9 0.7 21:55 0.045 14:50 0.115 0.073 0.073 0.39 4/5/2018 4:25 3.2 12:55 4.0 3.5 2:30 0.5 12:55 0.8 0.7 2:30 0.056 12:55 0.113 0.077 0.077 0.25 4/6/2018 23:55 2.9 12:40 4.1 3.4 21:45 0.5 12:40 0.8 0.7 21:45 0.041 12:40 0.115 0.071 0.071 0.00 4/7/2018 0:25 2.9 9:30 3.6 3.2 1:05 0.4 9:30 0.7 0.6 1:05 0.034 9:30 0.085 0.059 0.059 0.88 4/8/2018 16:40 3.0 10:55 3.4 3.2 17:05 0.5 10:55 0.7 0.6 17:05 0.042 10:55 0.072 0.058 0.058 0.45 4/9/2018 0:00 3.0 11:05 4.2 3.6 0:30 0.5 11:05 0.9 0.7 0:05 0.043 11:05 0.125 0.084 0.084 0.00 4/10/2018 22:15 3.3 10:30 4.5 3.7 22:15 0.6 10:30 0.9 0.8 22:15 0.063 10:30 0.145 0.091 0.091 0.23 4/11/2018 2:05 3.4 6:45 4.4 3.8 2:05 0.7 6:45 0.9 0.8 2:05 0.068 6:45 0.140 0.094 0.094 0.31 4/12/2018 4:30 3.5 14:25 4.3 3.8 4:30 0.7 14:25 0.9 0.8 4:30 0.074 14:25 0.130 0.097 0.097 0.11 4/13/2018 23:55 3.3 15:05 4.3 3.7 21:50 0.5 15:05 0.9 0.7 21:50 0.056 15:05 0.132 0.090 0.090 0.51 4/14/2018 2:55 3.1 13:20 4.5 3.5 4:45 0.5 13:20 0.9 0.7 4:45 0.049 13:20 0.142 0.076 0.076 1.52 4/15/2018 20:30 3.3 6:50 4.2 3.6 19:45 0.6 6:50 0.9 0.7 19:45 0.060 6:50 0.121 0.081 0.081 0.21 4/16/2018 2:30 3.3 14:55 5.0 3.8 4:20 0.6 14:55 1.0 0.8 4:20 0.060 14:55 0.174 0.095 0.095 0.71 4/17/2018 22:30 3.3 11:15 4.2 3.7 22:15 0.6 11:15 0.9 0.7 22:15 0.057 11:15 0.127 0.089 0.089 0.01 4/18/2018 3:45 3.2 15:50 4.4 3.6 4:05 0.5 15:50 0.9 0.7 4:05 0.053 15:50 0.138 0.084 0.084 0.12 4/19/2018 1:55 3.1 9:45 4.3 3.5 5:40 0.5 9:45 0.9 0.7 5:40 0.053 9:45 0.129 0.079 0.079 0.00 4/20/2018 23:55 3.1 9:50 4.2 3.5 21:15 0.5 9:50 0.9 0.7 21:15 0.050 9:50 0.122 0.078 0.078 0.00 4/21/2018 7:30 2.9 19:20 3.8 3.1 7:20 0.5 19:20 0.8 0.6 7:20 0.041 19:20 0.096 0.055 0.055 0.05 4/22/2018 6:50 2.8 2:25 3.2 3.0 10:35 0.4 2:25 0.6 0.5 8:25 0.033 2:25 0.058 0.046 0.046 0.00 ReportAvg 3.5 0.7 0.076 ReportTotal 1.671 5.85 AGENDA ITEM #6. o)   REN_MH0537    Located At:        2803 Burnett Ave (see attached site report for details)  Monitoring Period:      December 22, 2017 – April 22, 2018  Pipe Dimensions:        8”   Finalized Silt Level:       0 mm    Site Data Characteristics:  This site is located in a sanitary sewer pipe.  The scattergraph indicates site  operated in free flow conditions.   The site did not surcharge during the monitoring period.   The dry  weather data plots above the Froude =1 curve indicating supercritical flow.      Site Data Bias & Editing:  The depth and velocity measurements recorded by the flow monitor were  consistent with field confirmations conducted to date and supported the relative accuracy of the flow  monitor at this location.  The finalized depth data utilized the upward ultrasonic sensor.     Site Data Uptime:  The data uptime achieved during the monitoring period is provided in the table  below. Based upon the quality and consistency of the observed flow depth and velocity data, the  Continuity equation was used to calculate the flow rate for the monitoring period.     Entity Percentage Uptime  Raw  Percentage Uptime  Final  Depth (in) 100% 100%  Velocity (f/s) 100% 100%  Quantity (mgd) 100% 100%      Site Data Summary:  The average flow depth, velocity, and quantity data observed during the  monitoring period along with observed minimum and maximum data, are provided in the following  table. The minimum and maximum rates recorded in the tables are based on 5‐minute data intervals.        Item Depth (in) Velocity (f/s) Quantity (mgd) % Full  Minimum  1.21 6.33 0.141  15%  Maximum  2.90  10.62 0.766 36%   Average 1.77  8.86 0.336  22%                        AGENDA ITEM #6. o) Latitude:47.516545° Longitude:-122.207103° Pipe Condition: Single Good Manhole Pick / Vent Hole Manhole Condition: No Concrete 20'' NormalUnbolted 20'' 0 Downlooker Physical Offset (in)Measurement Confidence (in) 1.38'' Peak Velocity (fps) Silt (in) ~10' Installation Confirmation: Manhole Opening Diameter (in) Silt Type Hydraulic Comments: Renton.Carollo.I&I.WA17 Medium Drive Site Access Details: Site Address /Location: Site Name ADJ 2803 Burnett Ave Nth 0 - 5 psi Installation Information Circular Monitor Series Monitor Location: Doppler Standard Ring and Crank Manhole # Installation Date: 12.19.17 Upstream 0-5 FT Manhole MH0537 Other Map Flow Monitoring Site Report Temporary 8.00'' x 8.00'' REN_MH0537 Access Traffic TRITON+ System Characteristics Location Type Pipe ShapeLocated in roadway, at intersection. Requires traffic control. Sensors / Devices: 8.00'' x 8.00'' 0.25" Manhole / Pipe Information: Installation Type: Pressure Sensor Range (psi) Confirmation Time: Site Sketch Profile View or Photo Pipe Size (H x W) Topside / Area Photo Peak Combo (CS4), Smart Depth (CS5) Pipe Size (HxW) 1:05:00 PM Monitoring Location (Sensors): Depth of Flow (Wet DOF) (in)Range (Air DOF) (in) ~1.75'' Velocity Sensor Offset (in) 9.60 FPS Site Sketch Plan View or Photo Additional Site Info. / Comments: Site located in roadway. Traffic control required. Low, fast flow Good Antenna Location Communication Information: Active Drop Connections Air Quality: Communication Type Normal 22275.11.325 ADS Project Name: ADS Project Number: Renton.Carollo.I&I.WA17 Manhole Cover Manhole Frame Manhole Material: Manhole Diameter (Approx.): Manhole Depth (Approx. FT):Manhole Configuration Concrete Wireless Pipe Material AGENDA ITEM #6. o) Additional Photos Flow Direction Monitoring Point Upstream Downstream Overflow Top Down Location Location AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH0537\mp1\DFINAL (inches) REN_MH0537\mp1\VFINAL (feet/sec) REN_MH0537\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 12/22/2017 4:40 1.3 10:15 2.6 1.8 3:55 7.2 10:15 10.0 8.9 3:55 0.182 10:15 0.630 0.356 0.356 0.10 12/23/2017 4:40 1.3 9:55 2.6 1.8 4:30 6.9 7:55 10.0 8.9 4:30 0.167 9:55 0.630 0.344 0.344 0.00 12/24/2017 6:40 1.2 10:45 2.7 1.8 4:15 7.0 10:40 10.2 8.9 5:10 0.159 10:45 0.665 0.347 0.347 0.00 12/25/2017 3:10 1.2 11:40 2.6 1.8 4:05 6.8 11:45 10.1 8.8 4:05 0.158 11:40 0.629 0.354 0.354 0.14 12/26/2017 5:15 1.3 10:40 2.5 1.8 4:20 6.6 9:15 10.0 8.7 5:15 0.156 11:10 0.581 0.342 0.342 0.17 12/27/2017 5:45 1.3 20:45 2.5 1.8 4:10 6.6 9:30 9.9 8.7 4:10 0.155 20:45 0.599 0.331 0.331 0.00 12/28/2017 4:30 1.3 8:20 2.7 1.7 4:50 6.7 20:05 10.2 8.8 4:50 0.155 8:20 0.652 0.328 0.328 0.25 12/29/2017 3:25 1.4 10:25 2.8 1.9 2:40 7.6 10:25 10.5 9.2 3:20 0.194 10:25 0.753 0.387 0.387 1.57 12/30/2017 5:00 1.4 10:40 2.8 1.8 5:00 7.5 10:40 10.4 9.1 5:00 0.192 10:40 0.722 0.357 0.357 0.02 12/31/2017 4:00 1.3 17:25 2.6 1.8 3:55 7.3 10:05 10.4 9.1 3:55 0.176 17:25 0.659 0.339 0.339 0.00 ReportAvg 1.8 8.9 0.349 ReportTotal 3.486 2.25 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH0537\mp1\DFINAL (inches) REN_MH0537\mp1\VFINAL (feet/sec) REN_MH0537\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 1/1/2018 5:50 1.3 21:00 2.4 1.7 5:50 7.3 11:35 10.3 9.1 5:50 0.174 21:00 0.590 0.334 0.334 0.00 1/2/2018 3:20 1.2 20:15 2.6 1.7 4:05 6.9 7:40 10.5 9.0 3:15 0.159 20:15 0.630 0.330 0.330 0.01 1/3/2018 2:35 1.3 20:25 2.7 1.8 4:00 6.7 6:45 10.2 9.0 4:00 0.163 20:25 0.673 0.345 0.345 0.00 1/4/2018 3:45 1.3 20:35 2.6 1.8 3:45 6.6 8:20 10.1 8.7 3:45 0.163 20:35 0.619 0.352 0.352 0.09 1/5/2018 3:20 1.3 20:45 2.6 1.9 4:00 6.6 20:45 10.0 8.6 4:00 0.161 20:45 0.632 0.355 0.355 0.42 1/6/2018 3:40 1.3 12:25 2.8 1.9 3:35 6.9 10:45 9.9 8.8 3:35 0.176 12:25 0.684 0.377 0.377 0.24 1/7/2018 3:55 1.3 11:25 2.8 1.9 3:55 6.6 21:00 9.9 8.7 3:55 0.162 11:25 0.696 0.377 0.377 0.38 1/8/2018 3:40 1.4 20:15 2.6 1.9 4:20 6.8 21:50 10.0 8.7 4:20 0.178 20:15 0.618 0.357 0.357 0.14 1/9/2018 4:40 1.4 21:00 2.6 1.9 4:40 7.0 19:05 10.3 9.0 4:40 0.179 21:00 0.646 0.366 0.366 0.46 1/10/2018 4:55 1.4 19:25 2.7 1.8 3:35 7.2 19:25 10.3 9.0 3:40 0.184 19:25 0.675 0.354 0.354 0.22 1/11/2018 4:10 1.4 22:00 2.8 1.9 3:35 7.1 7:20 10.3 9.2 3:35 0.186 22:00 0.694 0.399 0.399 1.04 1/12/2018 3:30 1.4 9:25 2.7 1.9 2:30 7.5 9:00 10.3 9.3 3:00 0.205 7:55 0.658 0.391 0.391 0.20 1/13/2018 2:35 1.3 9:50 2.7 1.9 6:20 7.5 11:15 10.3 9.3 2:35 0.195 9:50 0.682 0.385 0.385 0.02 1/14/2018 4:30 1.4 9:55 2.8 1.8 4:30 7.3 9:15 10.3 9.1 4:30 0.187 9:55 0.691 0.362 0.362 0.00 1/15/2018 2:45 1.4 20:15 2.8 1.9 3:55 7.1 20:55 10.3 9.1 4:30 0.183 20:55 0.705 0.373 0.373 0.04 1/16/2018 3:30 1.3 21:55 2.7 1.8 4:00 7.3 19:15 10.3 9.2 3:30 0.185 21:55 0.666 0.367 0.367 0.26 1/17/2018 3:00 1.3 20:20 2.8 1.9 4:10 7.1 20:00 10.6 9.2 3:00 0.177 20:20 0.710 0.378 0.378 0.79 1/18/2018 0:05 1.3 20:50 2.8 1.9 0:05 6.9 20:10 10.4 9.3 0:05 0.155 20:50 0.694 0.399 0.399 0.40 1/19/2018 2:10 1.4 8:00 2.7 1.9 4:20 7.4 8:00 10.3 9.2 3:50 0.194 8:00 0.675 0.374 0.374 0.10 1/20/2018 6:10 1.4 12:20 2.9 1.8 3:20 7.3 12:20 10.1 9.1 3:20 0.186 12:20 0.742 0.364 0.364 0.10 1/21/2018 5:20 1.3 9:50 2.8 1.8 3:35 7.2 9:50 10.2 8.9 5:20 0.180 9:50 0.700 0.353 0.353 0.16 1/22/2018 3:50 1.4 8:55 2.7 1.9 3:50 7.1 17:50 10.2 9.0 3:50 0.180 8:55 0.686 0.365 0.365 0.34 1/23/2018 3:35 1.3 20:50 2.8 1.9 3:00 7.0 7:40 10.3 9.2 3:00 0.173 20:50 0.701 0.376 0.376 0.79 1/24/2018 3:30 1.4 8:15 2.8 1.9 3:30 7.7 8:15 10.5 9.2 3:30 0.207 8:15 0.733 0.385 0.385 0.51 1/25/2018 3:35 1.4 7:50 2.7 1.9 4:30 7.7 7:50 10.4 9.3 3:35 0.216 7:50 0.717 0.396 0.396 0.14 1/26/2018 3:55 1.4 8:40 2.6 1.9 3:25 7.5 9:05 10.3 9.2 3:55 0.206 8:40 0.661 0.388 0.388 0.36 1/27/2018 2:55 1.5 10:20 2.8 1.9 4:40 8.2 8:55 10.4 9.3 4:40 0.254 10:20 0.728 0.399 0.399 0.61 1/28/2018 6:05 1.4 10:15 2.8 1.8 4:40 7.7 7:35 10.2 9.0 4:40 0.220 10:15 0.724 0.347 0.347 0.07 1/29/2018 4:55 1.4 21:55 2.7 1.9 3:50 7.9 22:35 10.4 9.3 4:55 0.218 21:55 0.712 0.387 0.387 0.90 1/30/2018 4:10 1.5 9:10 2.7 1.9 6:45 8.1 18:00 10.6 9.4 3:40 0.237 21:10 0.706 0.396 0.396 0.00 1/31/2018 2:30 1.4 21:40 2.8 1.9 3:30 8.0 17:25 10.5 9.3 2:30 0.219 21:40 0.716 0.386 0.386 0.00 ReportAvg 1.9 9.1 0.372 ReportTotal 11.52 8.79 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH0537\mp1\DFINAL (inches) REN_MH0537\mp1\VFINAL (feet/sec) REN_MH0537\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 2/1/2018 4:10 1.4 21:00 2.9 1.9 4:10 7.8 6:40 10.4 9.3 4:10 0.205 21:00 0.766 0.383 0.383 0.66 2/2/2018 5:15 1.4 8:25 2.7 1.9 3:15 7.8 8:05 10.4 9.3 3:45 0.218 8:25 0.707 0.387 0.387 0.04 2/3/2018 6:05 1.4 13:10 2.6 1.8 6:05 7.8 8:35 10.4 9.1 6:05 0.202 13:10 0.663 0.354 0.354 0.31 2/4/2018 5:10 1.4 15:45 2.7 1.8 5:10 7.6 8:30 10.3 9.1 5:10 0.202 15:45 0.675 0.361 0.361 0.02 2/5/2018 4:40 1.4 21:40 2.7 1.9 3:05 7.5 21:40 10.5 9.2 4:40 0.201 21:40 0.708 0.372 0.372 0.04 2/6/2018 3:00 1.4 7:10 2.7 1.8 3:30 7.3 7:10 10.6 9.2 3:30 0.190 7:10 0.704 0.361 0.361 0.00 2/7/2018 3:20 1.4 7:35 2.7 1.8 2:45 7.4 6:45 10.3 9.1 3:20 0.187 7:35 0.663 0.359 0.359 0.00 2/8/2018 4:35 1.3 8:25 2.7 1.8 3:25 7.2 8:05 10.2 9.0 3:25 0.181 8:25 0.668 0.356 0.356 0.09 2/9/2018 4:35 1.3 7:45 2.6 1.8 2:00 7.2 7:45 10.3 9.0 2:40 0.183 7:45 0.649 0.349 0.349 0.01 2/10/2018 5:55 1.3 9:10 2.7 1.8 5:15 6.9 9:10 10.4 8.9 5:15 0.170 9:10 0.689 0.344 0.344 0.01 2/11/2018 4:10 1.3 20:40 2.5 1.8 3:25 7.0 9:25 10.0 8.9 4:50 0.171 20:40 0.599 0.341 0.341 0.00 2/12/2018 4:40 1.3 21:15 2.6 1.8 3:55 6.8 7:30 10.3 8.8 4:40 0.161 21:15 0.643 0.332 0.332 0.00 2/13/2018 4:00 1.3 7:55 2.5 1.7 4:00 6.9 7:55 10.2 8.9 4:00 0.164 7:55 0.621 0.329 0.329 0.17 2/14/2018 3:30 1.3 20:20 2.7 1.8 4:10 6.9 6:25 10.2 8.9 4:10 0.171 20:20 0.644 0.334 0.334 0.15 2/15/2018 4:00 1.3 21:30 2.6 1.7 2:20 6.9 21:30 10.1 8.8 3:10 0.166 21:30 0.638 0.327 0.327 0.00 2/16/2018 4:35 1.3 7:40 2.6 1.7 4:30 6.9 7:40 10.3 8.8 4:30 0.167 7:40 0.652 0.322 0.322 0.15 2/17/2018 4:20 1.3 10:10 2.8 1.8 2:50 6.7 9:50 10.2 8.8 2:50 0.161 10:10 0.688 0.333 0.333 0.32 2/18/2018 4:55 1.3 20:25 2.6 1.8 4:55 7.0 9:10 10.1 8.8 4:55 0.170 9:10 0.626 0.331 0.331 0.01 2/19/2018 3:50 1.3 18:50 2.5 1.7 3:50 6.8 21:30 10.0 8.8 3:50 0.159 18:50 0.609 0.323 0.323 0.00 2/20/2018 4:05 1.3 10:20 2.5 1.7 3:15 6.8 10:20 10.2 8.8 3:15 0.166 10:20 0.611 0.319 0.319 0.00 2/21/2018 4:00 1.3 20:40 2.7 1.7 4:00 6.7 20:20 10.1 8.7 4:00 0.156 20:40 0.682 0.311 0.311 0.00 2/22/2018 3:15 1.3 7:15 2.4 1.7 4:55 6.6 19:05 10.2 8.8 3:20 0.160 7:15 0.588 0.315 0.315 0.07 2/23/2018 3:30 1.3 10:15 2.5 1.7 3:30 6.6 7:25 10.0 8.7 3:30 0.154 10:15 0.585 0.312 0.312 0.01 2/24/2018 4:05 1.3 10:10 2.6 1.7 5:05 6.6 10:40 9.9 8.6 5:05 0.155 10:10 0.627 0.313 0.313 0.13 2/25/2018 5:10 1.2 21:30 2.6 1.8 4:20 6.7 11:05 10.1 8.6 5:10 0.156 11:05 0.652 0.329 0.329 0.11 2/26/2018 2:55 1.3 21:15 2.6 1.7 3:45 6.6 21:15 9.9 8.5 2:55 0.157 21:15 0.618 0.316 0.316 0.00 2/27/2018 3:35 1.3 20:25 2.6 1.7 3:30 6.5 19:05 10.2 8.6 3:30 0.151 20:25 0.639 0.315 0.315 0.19 2/28/2018 3:25 1.3 7:35 2.6 1.7 3:20 6.7 19:20 10.2 8.8 3:20 0.157 7:35 0.623 0.318 0.318 0.35 ReportAvg 1.8 8.9 0.337 ReportTotal 9.447 2.84 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH0537\mp1\DFINAL (inches) REN_MH0537\mp1\VFINAL (feet/sec) REN_MH0537\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 3/1/2018 3:55 1.3 20:55 2.6 1.7 3:30 6.7 6:55 10.3 8.8 3:30 0.159 6:55 0.655 0.324 0.324 0.01 3/2/2018 4:00 1.3 7:20 2.5 1.7 3:15 7.1 7:50 10.1 8.8 4:00 0.172 7:20 0.609 0.316 0.316 0.07 3/3/2018 2:10 1.3 11:25 2.6 1.7 4:55 6.6 9:45 10.4 8.8 5:50 0.157 9:15 0.652 0.320 0.320 0.00 3/4/2018 5:25 1.3 21:35 2.7 1.7 5:15 6.8 11:45 10.2 8.7 5:15 0.156 11:45 0.667 0.315 0.315 0.12 3/5/2018 1:55 1.3 19:30 2.6 1.7 4:00 6.6 19:30 10.4 8.8 4:50 0.154 19:30 0.658 0.322 0.322 0.00 3/6/2018 3:40 1.3 20:35 2.6 1.7 3:40 6.7 20:35 10.4 8.8 3:40 0.154 20:35 0.677 0.317 0.317 0.00 3/7/2018 2:30 1.3 7:50 2.6 1.7 3:25 6.9 7:25 10.1 8.8 3:25 0.166 7:50 0.648 0.324 0.324 0.03 3/8/2018 4:25 1.3 21:55 2.5 1.7 4:25 6.8 6:50 10.1 8.7 4:25 0.155 21:55 0.602 0.319 0.319 0.37 3/9/2018 2:55 1.3 8:05 2.6 1.7 2:50 6.9 8:00 10.2 8.7 2:50 0.164 8:00 0.642 0.323 0.323 0.00 3/10/2018 4:25 1.3 10:25 2.6 1.7 5:20 6.6 10:30 10.1 8.7 5:20 0.155 10:25 0.654 0.319 0.319 0.00 3/11/2018 5:30 1.3 18:50 2.5 1.7 4:25 6.6 20:50 10.1 8.5 5:30 0.148 18:50 0.588 0.298 0.298 0.00 3/12/2018 4:25 1.2 20:25 2.4 1.7 2:25 6.6 20:50 10.0 8.6 2:25 0.150 20:25 0.584 0.302 0.302 0.00 3/13/2018 2:45 1.3 18:20 2.7 1.7 2:40 6.5 18:20 10.4 8.6 2:40 0.149 18:20 0.709 0.303 0.303 0.31 3/14/2018 3:50 1.3 21:45 2.5 1.7 2:00 6.4 7:25 10.2 8.5 3:50 0.148 7:25 0.583 0.297 0.297 0.04 3/15/2018 3:45 1.3 19:10 2.4 1.7 2:40 6.3 12:20 10.0 8.5 2:40 0.151 19:10 0.551 0.306 0.306 0.00 3/16/2018 2:50 1.3 6:45 2.5 1.7 2:30 6.5 7:45 9.9 8.5 2:50 0.147 6:45 0.574 0.300 0.300 0.00 3/17/2018 1:50 1.2 9:10 2.6 1.7 2:55 6.4 8:15 10.1 8.5 2:55 0.145 9:10 0.650 0.303 0.303 0.00 3/18/2018 4:45 1.3 20:25 2.7 1.7 4:35 6.5 17:45 10.0 8.5 4:35 0.149 20:25 0.652 0.300 0.300 0.00 3/19/2018 5:00 1.2 6:50 2.4 1.6 3:00 6.5 6:50 10.0 8.5 3:00 0.148 6:50 0.569 0.290 0.290 0.00 3/20/2018 4:50 1.3 19:10 2.5 1.6 2:40 6.6 6:45 10.3 8.6 2:40 0.150 19:10 0.630 0.294 0.294 0.00 3/21/2018 22:25 1.2 7:45 2.5 1.6 2:35 6.5 5:40 10.2 8.6 2:35 0.147 18:00 0.589 0.291 0.291 0.10 3/22/2018 2:35 1.3 19:15 2.6 1.7 2:40 6.4 7:35 10.2 8.7 2:30 0.148 19:15 0.659 0.312 0.312 0.48 3/23/2018 2:15 1.3 6:35 2.3 1.7 2:05 6.6 8:05 10.1 8.7 2:05 0.152 8:05 0.547 0.308 0.308 0.31 3/24/2018 3:20 1.3 9:35 2.6 1.7 2:25 6.7 9:40 9.9 8.6 3:20 0.156 9:35 0.631 0.307 0.307 0.28 3/25/2018 5:25 1.3 8:10 2.6 1.7 5:15 6.7 7:30 10.2 8.6 5:25 0.154 8:10 0.636 0.303 0.303 0.01 3/26/2018 2:45 1.3 18:20 2.8 1.7 2:45 6.6 20:30 10.3 8.7 2:45 0.150 18:20 0.698 0.308 0.308 0.17 3/27/2018 5:05 1.2 20:45 2.6 1.7 5:05 6.6 5:50 10.4 8.7 5:05 0.141 20:45 0.633 0.311 0.311 0.02 3/28/2018 0:45 1.3 19:40 2.6 1.7 2:45 6.7 19:40 10.2 8.7 2:45 0.153 19:40 0.640 0.311 0.311 0.01 3/29/2018 4:15 1.3 6:15 2.6 1.7 3:10 6.6 6:15 10.2 8.6 4:15 0.152 6:15 0.648 0.310 0.310 0.00 3/30/2018 3:20 1.3 20:55 2.4 1.7 3:30 6.5 8:05 9.9 8.5 2:25 0.152 8:05 0.571 0.303 0.303 0.00 3/31/2018 4:20 1.3 10:25 2.5 1.7 3:15 6.6 7:45 10.0 8.6 4:20 0.149 7:45 0.603 0.312 0.312 0.00 ReportAvg 1.7 8.6 0.309 ReportTotal 9.569 2.33 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH0537\mp1\DFINAL (inches) REN_MH0537\mp1\VFINAL (feet/sec) REN_MH0537\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 4/1/2018 4:00 1.3 8:40 2.7 1.7 4:15 6.5 8:15 9.9 8.6 4:15 0.150 8:40 0.673 0.318 0.318 0.10 4/2/2018 4:00 1.3 7:35 2.4 1.7 2:55 6.4 7:35 10.0 8.6 4:00 0.158 7:35 0.584 0.304 0.304 0.00 4/3/2018 3:50 1.3 18:15 2.4 1.7 2:30 6.4 19:15 10.0 8.5 3:50 0.155 18:15 0.582 0.300 0.300 0.00 4/4/2018 1:20 1.3 18:00 2.5 1.7 2:25 6.6 20:30 10.0 8.6 1:20 0.156 18:00 0.586 0.302 0.302 0.39 4/5/2018 4:05 1.3 6:40 2.5 1.7 2:55 6.5 6:40 10.0 8.5 4:05 0.160 6:40 0.591 0.298 0.298 0.25 4/6/2018 2:00 1.3 8:15 2.5 1.6 3:00 6.7 7:20 10.0 8.6 2:00 0.155 8:15 0.604 0.294 0.294 0.00 4/7/2018 1:40 1.2 10:10 2.7 1.7 1:40 6.8 10:40 10.0 8.8 1:40 0.147 10:10 0.645 0.320 0.320 0.88 4/8/2018 1:50 1.3 10:45 2.6 1.7 2:45 6.9 18:55 9.9 8.7 2:45 0.162 9:10 0.627 0.316 0.316 0.45 4/9/2018 2:50 1.3 18:50 2.5 1.7 2:45 6.8 18:50 10.2 8.7 2:45 0.161 18:50 0.616 0.311 0.311 0.00 4/10/2018 5:20 1.3 22:10 2.6 1.6 2:35 6.8 17:20 10.3 8.5 2:50 0.159 22:10 0.628 0.295 0.295 0.23 4/11/2018 5:05 1.3 19:10 2.5 1.7 2:25 6.7 6:50 10.2 8.7 2:25 0.158 19:10 0.609 0.311 0.311 0.31 4/12/2018 4:40 1.3 6:40 2.5 1.7 2:10 7.0 6:45 10.2 8.7 4:40 0.164 6:40 0.606 0.303 0.303 0.11 4/13/2018 4:15 1.3 14:45 2.6 1.7 1:40 6.8 14:45 10.2 8.8 1:45 0.166 14:45 0.651 0.311 0.311 0.51 4/14/2018 4:25 1.3 19:50 2.8 1.7 23:35 7.2 22:25 10.5 8.9 23:35 0.171 19:50 0.712 0.325 0.325 1.52 4/15/2018 18:40 1.4 14:00 2.7 1.7 18:40 7.8 21:30 10.4 9.0 18:40 0.213 21:30 0.688 0.330 0.330 0.21 4/16/2018 6:30 1.4 19:45 2.6 1.8 6:30 7.5 6:50 10.4 9.2 6:30 0.189 19:45 0.652 0.357 0.357 0.71 4/17/2018 19:40 1.3 6:05 2.7 1.8 19:40 7.0 6:45 10.4 9.1 19:40 0.162 6:45 0.700 0.341 0.341 0.01 4/18/2018 20:15 1.3 8:00 2.6 1.7 20:15 7.1 19:30 10.4 9.0 20:15 0.166 8:00 0.660 0.332 0.332 0.12 4/19/2018 20:45 1.3 6:30 2.5 1.7 20:45 7.2 6:30 10.5 9.0 20:45 0.173 6:30 0.652 0.330 0.330 0.00 4/20/2018 3:15 1.3 8:30 2.4 1.7 1:20 7.5 6:55 10.5 9.1 1:20 0.186 8:30 0.599 0.333 0.333 0.00 4/21/2018 12:00 1.2 8:20 2.5 1.7 12:00 6.7 7:05 10.4 9.0 12:00 0.146 8:20 0.635 0.322 0.322 0.05 4/22/2018 13:25 1.3 12:40 2.6 1.7 13:25 6.9 8:50 10.3 8.8 13:25 0.159 12:40 0.623 0.313 0.313 0.00 ReportAvg 1.7 8.8 0.317 ReportTotal 6.964 5.85 AGENDA ITEM #6. o) REN_MH1360    Located At:      Intersection of Ferndale and 7th St (see attached site report for details)  Monitoring Period:      December 22, 2017 – April 22, 2018  Pipe Dimensions:        10.75”   Finalized Silt Level:       0 mm    Site Data Characteristics:  This site is located in a sanitary sewer pipe.  The scattergraph indicates site  operated in free flow conditions.   The site did not surcharge during the monitoring period.   The dry  weather data plots above the Froude =1 curve indicating supercritical flow.      Site Data Bias & Editing:  The depth and velocity measurements recorded by the flow monitor were  consistent with field confirmations conducted to date and supported the relative accuracy of the flow  monitor at this location.  The finalized depth data utilized the upward ultrasonic sensor.     Site Data Uptime:  The data uptime achieved during the monitoring period is provided in the table  below. Based upon the quality and consistency of the observed flow depth and velocity data, the  Continuity equation was used to calculate the flow rate for the monitoring period.     Entity Percentage Uptime  Raw  Percentage Uptime  Final  Depth (in) 100% 98%  Velocity (f/s) 100% 98%  Quantity (mgd) 100% 98%      Site Data Summary:  The average flow depth, velocity, and quantity data observed during the  monitoring period along with observed minimum and maximum data, are provided in the following  table. The minimum and maximum rates recorded in the tables are based on 5‐minute data intervals.        Item Depth (in) Velocity (f/s) Quantity (mgd) % Full  Minimum  1.49 2.26 0.082  14%  Maximum  5.28  5.41 1.013 49%   Average 2.75  3.86 0.338  26%                          AGENDA ITEM #6. o) Latitude: 47.494057° Longitude:-122.183210° Pipe Condition: Single Good Manhole Pick / Vent Hole Manhole Condition: No Concrete 20'' NormalUnbolted 20'' 0 Downlooker Physical Offset (in)Measurement Confidence (in) 1.25'' Peak Velocity (fps) Silt (in) ~8' Installation Confirmation: Manhole Opening Diameter (in) Silt Type Hydraulic Comments: Renton.Carollo.I&I.WA17 Medium Drive Site Access Details: Site Address /Location: Site Name Intersection of Ferndale Pl NE and NE 7th St 0 - 5 psi Installation Information Circular Monitor Series Monitor Location: Doppler Standard Ring and Crank Manhole # Installation Date: 12.13.17 Upstream 0-5 FT Manhole MH1360 Other Map Flow Monitoring Site Report Temporary 10.75'' x 10.75'' REN_MH1360 Access Traffic TRITON+ System Characteristics Location Type Pipe ShapeLocated in roadway, at intersection. Requires traffic control. Sensors / Devices: 10.75'' x 10.75'' 0.25" Manhole / Pipe Information: Installation Type: Pressure Sensor Range (psi) Confirmation Time: Site Sketch Profile View or Photo Pipe Size (H x W) Topside / Area Photo Peak Combo (CS4), Smart Depth (CS5) Pipe Size (HxW) 9:20:00 AM Monitoring Location (Sensors): Depth of Flow (Wet DOF) (in)Range (Air DOF) (in) ~2.00'' Velocity Sensor Offset (in) 2.5 FPS Site Sketch Plan View or Photo Additional Site Info. / Comments: Site located in roadway. Traffic control required. Low, fast flow Good Antenna Location Communication Information: Active Drop Connections Air Quality: Communication Type Normal 22275.11.325 ADS Project Name: ADS Project Number: Renton.Carollo.I&I.WA17 Manhole Cover Manhole Frame Manhole Material: Manhole Diameter (Approx.): Manhole Depth (Approx. FT):Manhole Configuration Concrete Wireless Pipe Material AGENDA ITEM #6. o) Additional Photos Flow Direction Monitoring Point Upstream Downstream Overflow Top Down Location Location AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.75 REN_MH1360\mp1\DFINAL (inches) REN_MH1360\mp1\VFINAL (feet/sec) REN_MH1360\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 12/22/2017 3:40 2.2 12:00 2.8 2.5 3:40 2.9 12:00 4.3 4.0 3:40 0.170 12:00 0.365 0.293 0.293 0.10 12/23/2017 4:45 2.1 12:35 2.9 2.4 2:50 2.9 9:45 4.3 3.9 2:50 0.167 12:35 0.391 0.274 0.274 0.00 12/24/2017 4:30 2.0 15:25 3.0 2.4 3:40 2.7 11:25 4.2 3.7 4:35 0.144 11:25 0.366 0.257 0.257 0.00 12/25/2017 5:05 1.9 14:30 2.8 2.3 4:40 2.6 14:30 4.1 3.6 5:15 0.131 14:30 0.340 0.234 0.234 0.14 12/26/2017 2:55 1.9 18:15 2.7 2.3 2:50 2.6 12:45 4.1 3.6 2:50 0.128 18:15 0.317 0.237 0.237 0.17 12/27/2017 4:15 1.9 20:20 2.7 2.3 3:55 2.5 18:20 4.0 3.5 3:55 0.120 20:20 0.308 0.223 0.223 0.00 12/28/2017 4:10 1.9 18:40 2.6 2.3 2:30 2.5 18:25 4.0 3.5 4:15 0.122 18:25 0.293 0.228 0.228 0.25 12/29/2017 0:40 2.2 15:15 4.9 3.9 0:35 3.0 15:00 5.1 4.5 0:35 0.190 15:05 0.924 0.635 0.635 1.57 12/30/2017 23:55 3.2 0:00 4.0 3.6 3:00 4.3 0:20 4.9 4.6 23:55 0.447 0:30 0.663 0.547 0.547 0.02 12/31/2017 5:20 2.8 10:45 3.4 3.1 5:50 3.7 14:15 4.7 4.3 5:50 0.316 11:55 0.525 0.423 0.423 0.00 ReportAvg 2.7 3.9 0.335 ReportTotal 3.351 2.25 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.75 REN_MH1360\mp1\DFINAL (inches) REN_MH1360\mp1\VFINAL (feet/sec) REN_MH1360\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 1/1/2018 23:55 2.5 13:10 3.2 2.8 4:25 3.3 13:10 4.4 4.1 4:25 0.248 13:10 0.452 0.351 0.351 0.00 1/2/2018 3:35 2.3 19:30 2.9 2.6 2:20 3.3 21:55 4.3 4.0 3:55 0.214 19:30 0.383 0.307 0.307 0.01 1/3/2018 3:50 2.2 10:50 3.3 2.5 3:30 2.9 10:50 4.6 3.9 3:30 0.172 10:50 0.485 0.284 0.284 0.00 1/4/2018 2:55 2.1 11:40 3.8 2.5 3:20 2.7 11:40 4.9 3.8 3:20 0.153 11:40 0.630 0.285 0.285 0.09 1/5/2018 3:20 2.1 20:05 2.8 2.5 3:55 2.8 12:45 4.1 3.7 3:55 0.155 20:05 0.334 0.265 0.265 0.42 1/6/2018 3:00 2.3 11:55 3.2 2.8 4:00 2.9 10:15 4.3 3.9 4:00 0.181 11:55 0.442 0.329 0.329 0.24 1/7/2018 4:45 2.4 19:25 3.4 2.9 3:55 3.0 19:10 4.5 3.9 3:55 0.199 19:25 0.492 0.352 0.352 0.38 1/8/2018 4:10 2.7 19:15 3.3 3.0 4:00 3.3 20:15 4.4 4.1 4:00 0.267 19:10 0.445 0.380 0.380 0.14 1/9/2018 0:05 2.9 10:15 4.0 3.3 3:25 3.5 10:15 4.8 4.3 3:25 0.305 10:15 0.667 0.446 0.446 0.46 1/10/2018 10:50 2.8 14:10 3.8 3.1 3:25 3.7 14:10 4.7 4.2 3:25 0.319 14:10 0.596 0.414 0.414 0.22 1/11/2018 1:50 2.8 14:15 4.8 3.9 2:05 3.7 14:10 5.2 4.7 2:05 0.305 14:10 0.900 0.645 0.645 1.04 1/12/2018 23:55 3.6 0:00 4.2 3.9 23:35 4.6 7:30 5.0 4.8 23:50 0.562 7:50 0.716 0.640 0.640 0.20 1/13/2018 23:55 3.3 11:20 3.8 3.5 6:05 4.2 13:10 4.8 4.6 6:05 0.461 11:20 0.606 0.536 0.536 0.02 1/14/2018 5:00 3.0 10:50 3.6 3.2 5:05 3.8 11:30 4.7 4.4 5:05 0.348 10:35 0.558 0.453 0.453 0.00 1/15/2018 3:35 2.7 19:45 3.3 3.0 2:40 3.5 13:45 4.5 4.2 2:40 0.280 19:45 0.465 0.396 0.396 0.04 1/16/2018 4:25 2.5 19:10 3.2 2.9 2:45 3.6 9:45 4.4 4.1 2:45 0.276 20:35 0.435 0.364 0.364 0.26 1/17/2018 3:15 2.4 21:15 3.9 3.0 1:55 3.3 21:05 4.8 4.2 3:30 0.236 21:05 0.636 0.394 0.394 0.79 1/18/2018 2:35 3.3 7:05 4.1 3.8 2:20 4.1 10:30 4.9 4.7 2:20 0.438 7:00 0.687 0.595 0.595 0.40 1/19/2018 23:55 3.2 8:20 3.7 3.5 3:40 4.1 6:40 4.7 4.5 23:55 0.426 8:20 0.574 0.509 0.509 0.10 1/20/2018 3:05 3.0 11:05 3.5 3.2 6:00 3.8 11:10 4.6 4.3 6:00 0.347 11:10 0.535 0.448 0.448 0.10 1/21/2018 5:35 2.8 11:50 3.5 3.1 4:00 3.6 10:35 4.6 4.2 4:00 0.306 11:50 0.523 0.421 0.421 0.16 1/22/2018 1:45 2.7 7:40 3.4 3.1 3:10 3.5 19:00 4.5 4.2 3:10 0.285 7:40 0.501 0.415 0.415 0.34 1/23/2018 3:05 2.7 20:25 4.3 3.4 2:55 3.5 19:25 4.8 4.3 2:55 0.287 19:25 0.717 0.484 0.484 0.79 1/24/2018 4:15 3.9 20:50 4.7 4.3 3:30 4.3 21:50 4.8 4.6 3:30 0.576 20:25 0.830 0.700 0.700 0.51 1/25/2018 23:55 3.7 7:35 4.3 4.0 2:00 4.2 9:05 4.9 4.6 23:50 0.553 9:05 0.729 0.646 0.646 0.14 1/26/2018 3:55 3.4 18:55 3.9 3.7 4:55 4.1 17:15 4.7 4.5 4:55 0.444 19:35 0.628 0.559 0.559 0.36 1/27/2018 0:15 3.7 12:15 4.9 4.4 0:25 4.5 10:45 5.0 4.8 0:25 0.555 11:15 0.893 0.759 0.759 0.61 1/28/2018 23:55 3.6 11:45 4.3 3.9 4:25 4.4 10:30 4.8 4.6 23:55 0.542 11:45 0.723 0.631 0.631 0.07 1/29/2018 3:55 3.3 19:15 5.3 4.2 3:05 4.1 16:35 5.1 4.7 3:05 0.443 18:35 1.013 0.699 0.699 0.90 1/30/2018 23:55 3.7 0:00 4.6 4.2 23:40 4.6 5:30 4.9 4.7 23:45 0.573 0:00 0.808 0.693 0.693 0.00 1/31/2018 23:50 3.3 7:40 3.8 3.6 3:35 4.1 17:40 4.7 4.5 23:45 0.450 7:40 0.607 0.538 0.538 0.00 ReportAvg 3.4 4.3 0.482 ReportTotal 14.94 8.79 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.75 REN_MH1360\mp1\DFINAL (inches) REN_MH1360\mp1\VFINAL (feet/sec) REN_MH1360\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 2/1/2018 3:15 3.0 21:40 4.1 3.4 3:50 3.8 21:45 4.8 4.4 3:50 0.357 21:45 0.687 0.490 0.490 0.66 2/2/2018 23:45 3.5 8:00 4.0 3.7 16:30 4.0 8:05 4.7 4.5 23:55 0.500 8:05 0.642 0.570 0.570 0.04 2/3/2018 3:30 3.1 20:25 3.9 3.6 5:40 4.0 10:05 4.6 4.3 5:40 0.402 19:55 0.588 0.513 0.513 0.31 2/4/2018 23:55 3.3 12:05 4.0 3.6 4:55 4.0 11:40 4.7 4.3 4:55 0.433 12:05 0.646 0.528 0.528 0.02 2/5/2018 3:15 3.0 19:00 3.6 3.3 3:10 3.5 10:10 4.4 4.1 3:10 0.330 19:05 0.522 0.440 0.440 0.04 2/6/2018 3:40 2.8 10:35 3.8 3.1 3:25 3.4 10:40 4.3 4.0 3:25 0.286 10:40 0.558 0.388 0.388 0.00 2/7/2018 3:10 2.6 21:05 3.3 2.9 3:15 3.2 20:10 4.2 3.8 3:15 0.246 20:55 0.433 0.343 0.343 0.00 2/8/2018 3:45 2.5 20:40 3.2 2.8 2:45 3.2 9:05 4.1 3.8 3:35 0.232 20:40 0.403 0.324 0.324 0.09 2/9/2018 4:05 2.4 10:15 3.0 2.7 3:20 3.1 18:20 4.0 3.6 3:20 0.214 7:35 0.364 0.301 0.301 0.01 2/10/2018 4:35 2.3 11:00 3.1 2.7 4:20 3.0 11:15 4.0 3.6 4:20 0.196 11:15 0.392 0.293 0.293 0.01 2/11/2018 5:00 2.3 12:05 3.1 2.7 5:15 2.9 11:45 4.0 3.6 5:15 0.186 11:50 0.386 0.293 0.293 0.00 2/12/2018 3:30 2.1 20:20 2.9 2.5 2:10 2.7 20:25 3.9 3.5 3:35 0.157 20:20 0.351 0.253 0.253 0.00 2/13/2018 2:30 2.0 19:40 2.8 2.5 3:10 2.7 18:25 3.9 3.5 2:30 0.145 21:20 0.326 0.247 0.247 0.17 2/14/2018 4:25 2.1 19:30 2.8 2.5 3:10 2.9 6:40 3.9 3.5 3:10 0.170 19:15 0.314 0.251 0.251 0.15 2/15/2018 2:20 2.0 21:05 2.8 2.4 2:55 2.7 17:00 3.9 3.5 2:55 0.142 19:00 0.321 0.239 0.239 0.00 2/16/2018 2:15 2.0 19:55 2.7 2.4 1:10 2.7 19:45 3.9 3.5 3:40 0.150 19:50 0.316 0.238 0.238 0.15 2/17/2018 3:00 2.0 10:55 3.1 2.6 3:10 2.6 10:30 4.1 3.6 3:10 0.138 10:30 0.397 0.272 0.272 0.32 2/18/2018 4:10 2.1 10:45 3.0 2.5 4:10 2.7 10:35 4.1 3.5 4:10 0.150 10:35 0.370 0.254 0.254 0.01 2/19/2018 3:45 2.0 19:20 2.9 2.4 3:45 2.5 11:05 3.9 3.5 3:45 0.129 19:20 0.337 0.240 0.240 0.00 2/20/2018 2:50 1.9 19:35 2.7 2.3 2:45 2.5 19:10 4.0 3.5 2:45 0.119 19:10 0.298 0.223 0.223 0.00 2/21/2018 3:35 1.9 20:30 2.6 2.3 3:55 2.4 7:00 3.9 3.4 3:55 0.114 20:30 0.289 0.219 0.219 0.00 2/22/2018 3:50 1.8 19:10 2.6 2.3 3:15 2.4 20:40 3.8 3.4 3:15 0.111 19:10 0.282 0.212 0.212 0.07 2/23/2018 2:15 1.8 17:45 2.5 2.2 4:05 2.5 17:40 3.8 3.4 4:05 0.110 17:40 0.271 0.208 0.208 0.01 2/24/2018 4:30 1.8 10:40 2.7 2.3 3:55 2.4 10:35 3.8 3.4 3:50 0.109 10:35 0.307 0.212 0.212 0.13 2/25/2018 3:55 1.8 11:25 2.7 2.3 4:40 2.5 9:50 3.9 3.4 4:40 0.114 10:20 0.315 0.226 0.226 0.11 2/26/2018 3:20 1.8 19:00 2.6 2.2 3:40 2.3 19:45 3.9 3.3 3:40 0.100 19:45 0.285 0.203 0.203 0.00 2/27/2018 3:15 1.7 19:50 2.6 2.2 2:25 2.3 18:10 3.9 3.3 2:25 0.099 19:50 0.294 0.204 0.204 0.19 2/28/2018 3:10 1.8 19:15 2.9 2.3 3:55 2.3 21:00 4.0 3.4 3:50 0.105 19:15 0.336 0.222 0.222 0.35 ReportAvg 2.7 3.7 0.300 ReportTotal 8.405 2.84 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.75 REN_MH1360\mp1\DFINAL (inches) REN_MH1360\mp1\VFINAL (feet/sec) REN_MH1360\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 3/1/2018 4:10 1.9 21:10 2.7 2.4 2:35 2.6 20:45 4.0 3.5 2:35 0.130 20:45 0.314 0.234 0.234 0.01 3/2/2018 1:40 1.9 20:00 2.7 2.3 1:30 2.6 18:45 4.0 3.5 1:30 0.133 20:00 0.309 0.232 0.232 0.07 3/3/2018 3:55 1.9 10:40 2.8 2.3 2:25 2.6 10:40 4.1 3.5 3:20 0.128 10:40 0.341 0.231 0.231 0.00 3/4/2018 4:45 1.8 10:25 2.8 2.3 4:50 2.4 10:30 4.0 3.5 4:50 0.107 10:30 0.326 0.228 0.228 0.12 3/5/2018 4:05 1.8 21:15 2.6 2.2 2:50 2.4 21:40 3.9 3.4 2:50 0.110 21:15 0.284 0.214 0.214 0.00 3/6/2018 3:05 1.8 21:05 2.6 2.2 1:45 2.3 21:05 3.9 3.4 1:45 0.105 21:05 0.293 0.209 0.209 0.00 3/7/2018 3:15 1.8 19:15 2.6 2.2 4:00 2.4 7:35 3.9 3.4 4:00 0.108 19:50 0.285 0.207 0.207 0.03 3/8/2018 4:10 1.8 21:15 2.7 2.2 2:20 2.3 22:00 3.9 3.4 2:20 0.104 21:15 0.301 0.209 0.209 0.37 3/9/2018 3:35 1.8 7:40 2.5 2.2 2:45 2.5 19:00 3.9 3.5 2:45 0.117 7:40 0.281 0.214 0.214 0.00 3/10/2018 3:55 1.8 9:40 2.6 2.2 3:05 2.3 10:25 3.9 3.5 4:05 0.102 10:35 0.295 0.214 0.214 0.00 3/11/2018 4:45 1.7 11:50 2.6 2.2 3:15 2.3 18:45 4.0 3.4 4:45 0.099 11:30 0.295 0.215 0.215 0.00 3/12/2018 3:10 1.7 19:05 2.6 2.2 2:50 2.4 19:55 3.9 3.4 2:50 0.100 19:05 0.289 0.200 0.200 0.00 3/13/2018 2:20 1.7 18:55 2.7 2.2 2:05 2.3 17:35 3.9 3.4 2:05 0.097 20:10 0.297 0.201 0.201 0.31 3/14/2018 1:35 1.7 19:55 2.6 2.2 2:00 2.3 20:35 3.9 3.4 2:00 0.096 19:55 0.285 0.200 0.200 0.04 3/15/2018 1:30 1.7 19:45 2.5 2.1 1:30 2.4 19:45 3.9 3.4 1:30 0.100 19:45 0.279 0.200 0.200 0.00 3/16/2018 1:10 1.7 17:35 2.4 2.1 1:25 2.5 7:40 3.8 3.4 1:25 0.106 17:35 0.254 0.194 0.194 0.00 3/17/2018 3:10 1.7 11:05 2.7 2.2 3:00 2.5 10:50 3.8 3.3 3:00 0.104 11:05 0.295 0.198 0.198 0.00 3/18/2018 3:45 1.7 10:25 2.6 2.2 4:25 2.4 10:25 3.9 3.3 4:25 0.097 10:25 0.298 0.198 0.198 0.00 3/19/2018 0:25 1.7 19:25 2.5 2.1 23:50 2.5 20:25 3.8 3.4 23:50 0.110 19:25 0.273 0.192 0.192 0.00 3/20/2018 2:55 1.6 20:05 2.5 2.0 2:05 2.4 20:40 3.8 3.3 2:05 0.095 20:05 0.273 0.180 0.180 0.00 3/21/2018 3:05 1.6 13:00 2.7 2.1 3:45 2.4 9:55 4.0 3.4 1:20 0.093 13:00 0.324 0.191 0.191 0.10 3/22/2018 1:50 1.6 6:35 2.5 2.1 2:45 2.3 6:35 3.9 3.4 2:45 0.091 6:35 0.278 0.192 0.192 0.48 3/23/2018 2:55 1.7 17:55 2.5 2.2 3:15 2.5 9:20 4.0 3.5 3:15 0.099 9:40 0.288 0.207 0.207 0.31 3/24/2018 2:45 1.7 9:25 2.8 2.3 2:35 2.5 10:05 4.1 3.6 2:35 0.106 9:30 0.343 0.227 0.227 0.28 3/25/2018 4:20 1.7 9:25 2.8 2.3 2:40 2.5 9:30 4.1 3.6 2:40 0.110 9:25 0.341 0.229 0.229 0.01 3/26/2018 2:40 1.7 20:40 2.6 2.2 3:45 2.5 6:25 4.0 3.5 3:45 0.112 20:40 0.297 0.214 0.214 0.17 3/27/2018 3:15 1.7 19:45 2.5 2.2 3:30 2.6 18:25 4.0 3.5 3:30 0.110 21:00 0.287 0.209 0.209 0.02 3/28/2018 3:00 1.7 19:30 2.6 2.2 1:50 2.5 20:25 3.9 3.5 1:50 0.107 19:15 0.286 0.206 0.206 0.01 3/29/2018 3:05 1.7 19:55 2.6 2.1 3:10 2.4 18:10 4.0 3.4 3:10 0.098 19:55 0.280 0.197 0.197 0.00 3/30/2018 2:45 1.7 18:05 2.4 2.1 3:15 2.5 7:00 3.9 3.4 2:20 0.102 18:05 0.259 0.191 0.191 0.00 3/31/2018 2:55 1.6 11:15 2.7 2.1 2:55 2.3 11:15 3.9 3.4 2:55 0.090 11:15 0.306 0.200 0.200 0.00 ReportAvg 2.2 3.4 0.208 ReportTotal 6.433 2.33 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.75 REN_MH1360\mp1\DFINAL (inches) REN_MH1360\mp1\VFINAL (feet/sec) REN_MH1360\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 4/1/2018 2:40 1.6 11:10 2.7 2.0 3:20 2.5 11:10 4.0 3.3 2:45 0.101 11:10 0.321 0.186 0.094 0.10 4/2/2018 -- 0.00 4/3/2018 -- 0.00 4/4/2018 23:50 1.6 20:15 2.7 2.2 23:55 2.7 18:50 4.0 3.5 23:55 0.104 20:15 0.304 0.206 0.171 0.39 4/5/2018 1:10 1.5 19:15 2.7 2.1 1:20 2.4 19:10 4.0 3.3 1:10 0.082 19:15 0.316 0.196 0.196 0.25 4/6/2018 3:05 1.6 6:50 2.6 2.1 3:05 2.6 6:50 3.9 3.4 3:05 0.093 6:50 0.291 0.199 0.199 0.00 4/7/2018 1:15 1.7 9:50 3.0 2.4 1:15 2.7 11:40 4.1 3.7 1:15 0.110 9:50 0.373 0.263 0.263 0.88 4/8/2018 2:45 2.0 11:00 3.1 2.7 2:25 2.6 17:35 4.6 3.9 2:25 0.141 10:25 0.415 0.307 0.307 0.45 4/9/2018 3:05 2.2 20:20 2.9 2.5 2:20 3.1 18:05 4.2 3.9 2:20 0.188 18:05 0.369 0.290 0.290 0.00 4/10/2018 3:15 2.0 20:25 2.9 2.5 1:30 3.0 20:30 4.3 3.9 1:55 0.168 20:30 0.375 0.276 0.276 0.23 4/11/2018 1:30 2.0 21:30 2.8 2.5 1:05 2.9 21:15 4.2 3.8 1:05 0.162 21:15 0.349 0.271 0.271 0.31 4/12/2018 2:10 2.1 19:45 2.8 2.5 2:20 3.0 11:55 4.4 3.8 2:20 0.166 11:55 0.352 0.273 0.273 0.11 4/13/2018 1:55 2.0 18:25 2.9 2.5 0:40 2.8 18:30 4.2 3.8 0:40 0.155 18:30 0.364 0.281 0.281 0.51 4/14/2018 2:35 2.5 23:45 4.8 3.6 3:50 3.4 19:40 5.1 4.4 3:50 0.253 22:30 0.894 0.550 0.550 1.52 4/15/2018 23:50 3.7 9:15 4.8 4.5 22:40 4.8 10:05 5.2 5.1 23:55 0.596 9:20 0.921 0.817 0.817 0.21 4/16/2018 3:45 3.5 18:15 4.4 4.0 3:20 4.6 18:55 5.4 5.0 3:20 0.539 18:15 0.844 0.678 0.678 0.71 4/17/2018 23:55 3.2 5:45 4.1 3.8 23:50 4.5 5:40 5.2 5.0 23:55 0.467 5:45 0.735 0.630 0.630 0.01 4/18/2018 23:55 2.9 6:40 3.6 3.3 3:05 4.1 6:50 4.9 4.6 23:55 0.374 6:50 0.574 0.487 0.487 0.12 4/19/2018 23:40 2.6 7:15 3.3 3.0 23:40 3.9 6:50 4.7 4.4 23:40 0.293 6:50 0.493 0.407 0.407 0.00 4/20/2018 23:55 2.5 6:50 3.1 2.8 2:05 3.6 7:25 4.5 4.2 2:05 0.270 6:50 0.431 0.353 0.353 0.00 4/21/2018 2:30 2.3 10:20 3.0 2.6 3:20 3.3 8:05 4.4 4.0 3:20 0.216 10:25 0.403 0.316 0.316 0.05 4/22/2018 23:50 2.2 9:05 3.1 2.6 4:40 3.1 9:10 4.3 3.9 4:05 0.189 9:10 0.409 0.302 0.302 0.00 ReportAvg 2.8 4.1 0.370 ReportTotal 7.160 5.85 AGENDA ITEM #6. o) REN_MH1763    Located At:        3000 SE 5th St (see attached site report for details)  Monitoring Period:      December 22, 2017 – April 22, 2018  Pipe Dimensions:        15”   Finalized Silt Level:       0 mm    Site Data Characteristics:  This site is located in a sanitary sewer pipe.  The scattergraph indicates site  operated in free flow conditions.   The site did surcharge during the monitoring period.   The dry  weather data plots below the Froude =1 curve indicating subcritical flow.      Site Data Bias & Editing:  The depth and velocity measurements recorded by the flow monitor were  consistent with field confirmations conducted to date and supported the relative accuracy of the flow  monitor at this location.  The finalized depth data utilized the pressure sensor.     Site Data Uptime:  The data uptime achieved during the monitoring period is provided in the table  below. Based upon the quality and consistency of the observed flow depth and velocity data, the  Continuity equation was used to calculate the flow rate for the monitoring period.     Entity Percentage Uptime  Raw  Percentage Uptime  Final  Depth (in) 100% 98%  Velocity (f/s) 100% 98%  Quantity (mgd) 100% 98%      Site Data Summary:  The average flow depth, velocity, and quantity data observed during the  monitoring period along with observed minimum and maximum data, are provided in the following  table. The minimum and maximum rates recorded in the tables are based on 5‐minute data intervals.        Item Depth (in) Velocity (f/s) Quantity (mgd) % Full  Minimum  4.06 0.17 0.035  27%  Maximum  17.41  0.95 0.749 100%   Average 9.59  0.47 0.257  64%                          AGENDA ITEM #6. o) Latitude: 47.477311° Longitude:-122.179048° Site Sketch Plan View or Photo Additional Site Info. / Comments: Site located in roadway. Traffic control required. Moderate, slow flow Good Antenna Location Communication Information: Active Drop Connections Air Quality: Communication Type Normal 22275.11.325 ADS Project Name: ADS Project Number: Renton.Carollo.I&I.WA17 Manhole Cover Manhole Frame Manhole Material: Manhole Diameter (Approx.): Manhole Depth (Approx. FT):Manhole Configuration Concrete Wireless Pipe Material Located in roadway, at intersection. Requires traffic control. Sensors / Devices: 15.00'' x 15.00'' 0.25" Manhole / Pipe Information: Installation Type: Pressure Sensor Range (psi) Confirmation Time: Site Sketch Profile View or Photo Pipe Size (H x W) Topside / Area Photo Peak Combo (CS4), Smart Depth (CS5) Pipe Size (HxW) 3:17:00 PM Monitoring Location (Sensors): Depth of Flow (Wet DOF) (in)Range (Air DOF) (in) ~8.00'' Velocity Sensor Offset (in) .3 FPS Temporary 15.00'' x 15.00'' REN_MH1763 Access Traffic TRITON+ System Characteristics Location Type Pipe Shape Renton.Carollo.I&I.WA17 Medium Drive Site Access Details: Site Address /Location: Site Name 3000 SE 5th St 0 - 5 psi Installation Information Circular Monitor Series Monitor Location: Doppler Standard Ring and Crank Manhole # Installation Date: 12.13.17 Upstream 0-5 FT Manhole MH1763 Residential Map Flow Monitoring Site Report 0 Downlooker Physical Offset (in)Measurement Confidence (in) 1.25'' Peak Velocity (fps) Silt (in) ~8' Installation Confirmation: Manhole Opening Diameter (in) Silt Type Hydraulic Comments: Pipe Condition: Single Good Manhole Pick / Vent Hole Manhole Condition: No Concrete 20'' NormalUnbolted 20'' AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 15.00 REN_MH1763\mp1\DFINAL (inches) REN_MH1763\mp1\VFINAL (feet/sec) REN_MH1763\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 12/22/2017 4:10 6.8 11:45 12.3 10.0 16:40 0.2 8:10 0.6 0.4 22:30 0.133 11:45 0.305 0.193 0.193 12/23/2017 23:55 8.6 11:10 12.8 10.0 8:35 0.2 22:55 0.6 0.3 8:35 0.115 22:55 0.285 0.185 0.185 12/24/2017 5:05 6.0 11:50 12.7 9.1 15:00 0.2 22:15 0.7 0.4 4:55 0.090 11:55 0.355 0.188 0.188 12/25/2017 5:40 5.5 10:55 11.6 8.5 14:10 0.3 6:15 0.7 0.5 6:40 0.120 11:05 0.388 0.233 0.233 12/26/2017 4:55 5.7 12:20 12.1 8.8 14:10 0.2 3:00 0.6 0.4 7:20 0.098 9:40 0.241 0.171 0.171 12/27/2017 5:20 5.7 11:40 11.4 8.6 10:00 0.2 8:00 0.6 0.4 3:20 0.090 21:40 0.255 0.177 0.177 12/28/2017 4:25 5.4 11:40 11.6 8.5 11:50 0.2 21:55 0.6 0.4 5:25 0.094 12:25 0.305 0.195 0.195 12/29/2017 3:20 7.8 11:30 17.4 13.4 7:30 0.4 14:05 0.8 0.6 3:25 0.201 14:05 0.656 0.398 0.398 12/30/2017 23:55 10.1 11:40 14.6 12.5 14:35 0.3 0:15 0.6 0.4 22:50 0.168 0:15 0.444 0.298 0.298 12/31/2017 5:30 8.1 11:45 13.5 11.0 14:45 0.3 9:05 0.6 0.4 7:20 0.185 12:55 0.330 0.251 0.251 ReportAvg 10.1 0.4 0.229 ReportTotal 2.290 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 15.00 REN_MH1763\mp1\DFINAL (inches) REN_MH1763\mp1\VFINAL (feet/sec) REN_MH1763\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 1/1/2018 23:55 8.8 12:25 13.1 10.9 20:00 0.3 23:10 0.6 0.4 23:45 0.169 12:25 0.303 0.241 0.241 1/2/2018 4:50 6.5 9:35 11.5 9.2 13:05 0.3 6:25 0.6 0.5 3:55 0.132 20:25 0.336 0.229 0.229 1/3/2018 5:05 6.3 21:20 12.2 9.8 15:05 0.2 5:55 0.6 0.4 5:15 0.128 23:25 0.303 0.201 0.201 1/4/2018 23:55 8.2 8:10 11.7 10.0 0:45 0.2 20:45 0.7 0.4 0:45 0.115 20:45 0.344 0.244 0.244 1/5/2018 4:50 5.7 9:35 11.5 8.9 10:30 0.4 19:55 0.7 0.6 4:05 0.151 19:30 0.357 0.275 0.275 1/6/2018 4:40 7.1 10:25 12.9 9.9 7:45 0.5 21:55 0.7 0.6 4:35 0.227 10:15 0.463 0.321 0.321 1/7/2018 5:30 6.8 10:30 12.7 10.0 11:30 0.3 4:40 0.7 0.5 11:30 0.203 10:40 0.454 0.282 0.282 1/8/2018 4:25 7.6 9:30 12.3 10.0 10:35 0.3 0:55 0.6 0.5 3:55 0.168 8:05 0.331 0.253 0.253 1/9/2018 1:35 8.5 8:30 13.0 10.4 12:20 0.3 6:00 0.6 0.5 0:00 0.175 7:45 0.370 0.285 0.285 1/10/2018 4:35 7.4 21:45 13.0 10.5 19:00 0.4 6:25 0.7 0.5 3:15 0.173 7:55 0.362 0.283 0.283 1/11/2018 4:35 10.2 14:40 16.0 13.2 1:15 0.3 19:45 0.8 0.5 5:40 0.184 19:45 0.612 0.394 0.394 1/12/2018 4:50 10.1 21:10 13.5 12.2 23:20 0.5 9:40 0.8 0.7 23:20 0.330 9:40 0.547 0.455 0.455 1/13/2018 23:50 10.0 10:40 14.1 12.0 1:20 0.5 23:10 0.7 0.6 6:15 0.294 11:05 0.492 0.384 0.384 1/14/2018 5:35 8.0 12:20 13.7 11.1 18:05 0.4 10:00 0.8 0.6 6:20 0.276 11:20 0.501 0.376 0.376 1/15/2018 23:55 9.2 11:40 12.9 11.0 10:30 0.4 21:00 0.8 0.6 4:05 0.238 11:35 0.455 0.349 0.349 1/16/2018 4:30 7.4 21:45 12.6 10.6 12:40 0.4 6:10 0.7 0.6 4:00 0.234 8:30 0.428 0.337 0.337 1/17/2018 4:45 9.6 21:10 13.4 11.3 8:40 0.4 18:45 0.8 0.5 3:20 0.235 21:05 0.514 0.342 0.342 1/18/2018 3:20 9.4 21:05 14.3 12.4 16:05 0.4 0:05 0.7 0.6 3:00 0.294 20:55 0.527 0.416 0.416 1/19/2018 23:55 9.8 9:10 13.9 11.9 11:45 0.5 19:55 0.8 0.6 4:20 0.331 9:10 0.486 0.412 0.412 1/20/2018 5:40 8.0 10:40 13.4 10.3 7:25 0.5 16:50 0.8 0.7 5:25 0.297 12:40 0.523 0.405 0.405 1/21/2018 5:35 7.4 12:25 13.4 10.8 17:50 0.3 10:10 0.8 0.6 17:50 0.230 19:40 0.524 0.384 0.384 1/22/2018 23:55 9.4 8:10 13.3 11.3 12:45 0.3 1:05 0.6 0.4 23:35 0.167 7:10 0.412 0.271 0.271 1/23/2018 4:40 7.5 21:15 12.8 10.7 1:10 0.4 21:00 0.9 0.6 4:05 0.159 21:00 0.633 0.381 0.381 1/24/2018 5:00 10.0 20:30 15.0 12.7 13:35 0.5 20:50 0.8 0.7 13:35 0.354 20:50 0.655 0.493 0.493 1/25/2018 23:55 10.2 8:10 14.2 12.5 8:25 0.5 21:45 0.9 0.7 5:10 0.398 8:05 0.592 0.486 0.486 1/26/2018 4:15 8.3 20:55 13.6 11.4 23:00 0.5 9:10 0.8 0.7 4:35 0.319 20:15 0.550 0.438 0.438 1/27/2018 23:55 11.1 11:15 15.8 13.5 22:35 0.4 12:40 0.9 0.7 22:35 0.294 12:40 0.675 0.525 0.525 1/28/2018 6:05 9.3 12:10 14.4 12.1 23:15 0.4 9:10 0.8 0.7 23:15 0.296 12:00 0.608 0.461 0.461 1/29/2018 4:30 10.5 15:40 15.2 12.8 10:05 0.4 18:30 0.9 0.6 1:45 0.297 18:30 0.749 0.467 0.467 1/30/2018 4:25 9.6 20:45 13.9 12.1 5:25 0.6 20:45 0.7 0.7 4:40 0.320 20:45 0.548 0.459 0.459 1/31/2018 23:55 9.6 8:20 13.6 11.6 23:40 0.7 8:20 0.7 0.7 23:40 0.351 8:20 0.528 0.438 0.438 ReportAvg 11.2 0.6 0.364 ReportTotal 11.29 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 15.00 REN_MH1763\mp1\DFINAL (inches) REN_MH1763\mp1\VFINAL (feet/sec) REN_MH1763\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 2/1/2018 4:05 7.6 8:30 12.7 10.3 7:15 0.6 4:05 0.7 0.7 4:05 0.280 8:30 0.459 0.376 0.376 2/2/2018 3:50 8.9 11:15 12.8 10.9 16:00 0.6 0:00 0.6 0.6 3:50 0.310 11:15 0.426 0.369 0.369 2/3/2018 5:20 8.1 10:55 13.5 10.6 9:00 0.6 5:20 0.6 0.6 5:20 0.281 10:55 0.467 0.359 0.359 2/4/2018 4:55 8.3 10:45 13.8 10.8 12:15 0.6 4:55 0.6 0.6 4:55 0.288 10:45 0.484 0.366 0.366 2/5/2018 4:05 7.7 20:15 13.1 10.9 18:25 0.6 4:05 0.6 0.6 4:05 0.267 20:15 0.442 0.369 0.369 2/6/2018 15:30 8.9 0:00 11.6 9.9 6:20 0.6 15:30 0.6 0.6 17:55 0.301 7:20 0.394 0.338 0.338 2/7/2018 4:15 6.9 8:55 12.0 9.3 8:25 0.6 4:55 0.7 0.6 3:15 0.229 8:55 0.401 0.317 0.317 2/8/2018 4:15 6.4 9:00 12.2 9.2 13:05 0.5 7:15 0.8 0.6 4:15 0.212 9:00 0.439 0.316 0.316 2/9/2018 4:45 6.5 19:20 11.8 9.8 22:45 0.3 6:10 0.8 0.5 16:55 0.177 8:15 0.368 0.271 0.271 2/10/2018 23:55 8.1 0:00 11.0 9.3 6:05 0.2 22:10 0.6 0.4 6:05 0.096 13:35 0.316 0.214 0.214 2/11/2018 5:00 5.8 11:35 12.4 8.9 16:40 0.2 21:35 0.6 0.5 16:40 0.108 21:35 0.341 0.222 0.222 2/12/2018 4:40 5.5 9:25 11.2 8.5 12:45 0.3 6:55 0.6 0.4 2:55 0.086 21:25 0.276 0.189 0.189 2/13/2018 3:45 5.4 8:25 11.2 8.3 11:30 0.3 23:40 0.8 0.5 3:55 0.092 23:40 0.352 0.204 0.204 2/14/2018 5:05 5.6 8:20 11.4 8.5 11:15 0.2 22:45 0.7 0.4 3:55 0.100 22:45 0.336 0.199 0.199 2/15/2018 4:40 5.3 8:30 11.4 8.2 17:30 0.2 23:25 0.6 0.4 17:30 0.091 8:50 0.279 0.177 0.177 2/16/2018 3:40 5.4 8:25 11.3 9.3 11:25 0.3 5:30 0.6 0.4 2:50 0.119 8:35 0.294 0.219 0.219 2/17/2018 5:10 8.2 10:55 12.7 9.6 16:05 0.4 19:55 0.7 0.5 16:50 0.185 18:30 0.341 0.256 0.256 2/18/2018 5:55 6.1 11:20 12.5 9.1 18:35 0.3 0:00 0.6 0.5 5:35 0.124 12:50 0.403 0.235 0.235 2/19/2018 4:30 5.9 11:40 11.9 8.6 20:00 0.2 5:00 0.6 0.4 2:50 0.083 11:20 0.308 0.174 0.174 2/20/2018 4:40 5.5 10:10 11.8 8.4 0:10 0.2 5:55 0.6 0.4 0:10 0.074 10:15 0.359 0.197 0.197 2/21/2018 4:00 5.3 9:40 10.8 8.2 12:45 0.2 18:00 0.6 0.5 3:50 0.102 21:00 0.278 0.195 0.195 2/22/2018 4:10 5.2 11:40 10.9 8.1 13:35 0.2 0:40 0.6 0.4 3:25 0.087 20:45 0.274 0.193 0.193 2/23/2018 4:10 5.2 10:10 10.9 8.0 10:40 0.3 0:35 0.5 0.4 5:20 0.078 11:25 0.281 0.156 0.156 2/24/2018 4:35 5.3 11:00 11.9 8.3 20:35 0.3 9:50 0.4 0.4 4:05 0.077 11:00 0.246 0.160 0.160 2/25/2018 5:25 5.4 10:50 12.1 8.6 2:05 0.3 5:50 0.4 0.3 5:25 0.091 10:50 0.220 0.164 0.164 2/26/2018 4:35 5.3 21:10 11.6 9.2 21:00 0.3 0:55 0.4 0.3 4:35 0.090 21:10 0.211 0.170 0.170 2/27/2018 15:55 7.2 0:00 10.0 8.4 15:20 0.3 18:05 0.6 0.4 16:00 0.118 20:55 0.264 0.174 0.174 2/28/2018 3:45 5.3 8:30 11.1 8.2 3:15 0.3 19:50 0.5 0.4 3:15 0.071 9:45 0.249 0.156 0.156 ReportAvg 9.1 0.5 0.240 ReportTotal 6.734 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 15.00 REN_MH1763\mp1\DFINAL (inches) REN_MH1763\mp1\VFINAL (feet/sec) REN_MH1763\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 3/1/2018 3:45 5.9 8:10 11.7 8.5 11:20 0.3 21:40 0.6 0.4 4:20 0.095 21:40 0.334 0.201 0.201 3/2/2018 4:25 5.7 8:55 11.6 8.4 7:30 0.3 19:40 0.7 0.5 3:55 0.087 19:40 0.336 0.223 0.223 3/3/2018 5:05 5.4 10:45 12.3 8.5 22:35 0.2 3:35 0.6 0.4 22:35 0.095 11:35 0.342 0.178 0.178 3/4/2018 5:15 4.6 10:50 11.5 8.1 2:45 0.2 10:50 0.5 0.4 5:15 0.047 10:50 0.308 0.182 0.182 3/5/2018 4:10 4.7 9:15 10.6 7.7 4:10 0.2 9:15 0.5 0.4 4:10 0.051 9:15 0.277 0.169 0.169 3/6/2018 4:00 4.6 8:40 10.7 7.5 4:00 0.2 8:40 0.5 0.4 4:00 0.046 8:40 0.280 0.163 0.163 3/7/2018 4:20 4.6 8:20 10.8 7.6 4:20 0.2 8:20 0.5 0.4 4:20 0.047 8:20 0.281 0.164 0.164 3/8/2018 4:15 4.6 8:35 11.0 7.6 4:15 0.2 19:40 0.5 0.4 4:15 0.046 8:35 0.290 0.161 0.161 3/9/2018 4:40 5.0 11:40 10.2 7.7 1:55 0.2 20:50 0.5 0.4 2:00 0.061 13:05 0.261 0.168 0.168 3/10/2018 5:25 4.7 9:40 11.1 7.8 7:25 0.2 0:35 0.5 0.4 4:25 0.069 9:35 0.292 0.173 0.173 3/11/2018 4:15 4.8 9:30 10.8 8.0 4:15 0.3 9:30 0.5 0.4 4:15 0.056 9:30 0.284 0.180 0.180 3/12/2018 3:55 4.7 8:25 10.6 7.6 2:25 0.2 21:15 0.5 0.4 3:55 0.050 8:25 0.275 0.165 0.165 3/13/2018 3:30 4.7 8:25 10.4 7.6 3:30 0.2 8:25 0.5 0.4 3:30 0.052 8:25 0.271 0.168 0.168 3/14/2018 4:55 4.7 7:55 10.6 7.6 4:55 0.2 21:05 0.6 0.4 4:55 0.051 21:05 0.274 0.167 0.167 3/15/2018 3:45 4.4 7:50 10.7 7.3 8:50 0.3 19:00 0.6 0.5 3:50 0.075 19:00 0.276 0.174 0.174 3/16/2018 3:25 4.3 8:15 10.8 7.2 9:25 0.3 23:00 0.6 0.5 3:00 0.074 21:45 0.251 0.168 0.168 3/17/2018 4:35 4.1 9:00 10.2 7.4 5:25 0.3 11:05 0.7 0.5 2:20 0.075 11:05 0.344 0.184 0.184 3/18/2018 1:40 4.9 0:20 6.3 5.7 1:30 0.4 1:25 0.6 0.5 1:30 0.103 0:00 0.159 0.131 0.010 3/19/2018 -- 3/20/2018 23:55 5.9 9:35 9.6 7.8 11:10 0.2 7:10 0.7 0.4 23:55 0.093 7:15 0.273 0.173 0.125 3/21/2018 3:45 4.1 7:40 10.5 7.2 9:30 0.2 19:05 0.6 0.4 3:10 0.051 19:40 0.240 0.147 0.147 3/22/2018 2:55 4.3 8:15 10.8 7.5 3:00 0.2 19:25 0.5 0.4 3:00 0.035 7:55 0.275 0.153 0.153 3/23/2018 3:00 4.5 9:40 10.7 7.7 1:50 0.3 5:10 0.5 0.4 1:50 0.067 9:40 0.251 0.160 0.160 3/24/2018 3:50 5.2 8:50 11.4 8.4 17:35 0.2 3:55 0.6 0.4 2:05 0.095 8:40 0.243 0.161 0.161 3/25/2018 4:15 5.3 8:45 11.1 8.4 5:40 0.2 21:40 0.6 0.4 4:30 0.076 21:40 0.286 0.170 0.170 3/26/2018 3:20 5.0 8:25 10.7 7.9 20:35 0.3 6:15 0.7 0.5 2:50 0.084 6:55 0.286 0.190 0.190 3/27/2018 3:05 4.9 7:40 11.1 7.8 0:45 0.2 7:40 0.5 0.4 3:05 0.058 7:40 0.292 0.174 0.174 3/28/2018 2:35 4.9 7:45 11.0 7.8 2:35 0.3 18:40 0.5 0.4 2:35 0.057 7:25 0.269 0.165 0.165 3/29/2018 3:10 4.8 7:35 10.9 7.7 0:10 0.2 19:15 0.5 0.4 3:00 0.052 20:40 0.265 0.149 0.149 3/30/2018 3:45 4.6 8:20 11.2 7.8 4:15 0.2 21:10 0.5 0.4 4:15 0.047 8:05 0.290 0.170 0.170 3/31/2018 3:35 4.8 8:45 10.5 8.0 5:45 0.2 0:00 0.4 0.3 4:25 0.043 9:00 0.217 0.147 0.147 ReportAvg 7.8 0.4 0.170 ReportTotal 4.909 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 15.00 REN_MH1763\mp1\DFINAL (inches) REN_MH1763\mp1\VFINAL (feet/sec) REN_MH1763\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 4/1/2018 4:30 4.6 9:00 11.1 8.0 5:15 0.2 20:25 0.5 0.4 4:30 0.046 9:00 0.294 0.176 0.176 4/2/2018 3:05 4.5 8:35 10.6 7.5 3:05 0.2 8:35 0.5 0.4 3:05 0.044 8:35 0.275 0.162 0.162 4/3/2018 4:00 4.5 8:05 10.8 7.4 4:00 0.2 7:05 0.5 0.4 4:00 0.045 7:40 0.285 0.157 0.157 4/4/2018 2:55 4.4 7:30 10.8 7.6 2:55 0.2 7:30 0.5 0.4 2:55 0.041 7:30 0.282 0.167 0.167 4/5/2018 3:20 4.6 7:30 10.8 7.6 3:20 0.2 7:30 0.5 0.4 3:20 0.048 7:30 0.284 0.167 0.167 4/6/2018 3:25 4.8 8:10 11.2 9.1 3:25 0.3 8:10 0.5 0.4 3:25 0.056 8:10 0.297 0.221 0.221 4/7/2018 3:15 7.5 10:40 13.5 10.9 3:15 0.4 10:40 0.5 0.5 3:15 0.165 10:40 0.400 0.290 0.290 4/8/2018 6:25 8.1 10:30 12.1 10.0 6:25 0.4 10:30 0.5 0.5 6:25 0.188 10:30 0.329 0.257 0.257 4/9/2018 3:20 6.9 9:25 11.7 9.2 3:20 0.4 9:25 0.5 0.4 3:20 0.140 9:25 0.316 0.224 0.224 4/10/2018 3:15 6.3 8:30 12.2 9.1 1:10 0.3 20:05 0.5 0.4 1:10 0.125 8:40 0.332 0.217 0.217 4/11/2018 3:30 6.2 8:30 11.5 9.0 3:30 0.4 17:35 0.5 0.4 3:30 0.111 8:30 0.307 0.210 0.210 4/12/2018 3:15 6.7 20:55 12.1 10.3 3:20 0.4 5:15 0.5 0.4 3:20 0.130 20:55 0.332 0.261 0.261 4/13/2018 2:55 9.2 19:55 12.1 11.0 14:15 0.4 0:20 0.5 0.5 2:55 0.227 19:55 0.332 0.292 0.292 4/14/2018 3:50 10.2 21:30 15.9 13.5 0:10 0.4 21:30 0.7 0.6 3:50 0.264 21:30 0.580 0.426 0.426 4/15/2018 23:55 10.5 0:00 15.0 13.1 21:15 0.3 0:00 0.6 0.5 6:15 0.216 0:00 0.501 0.335 0.335 4/16/2018 3:40 9.0 21:25 14.7 12.0 1:40 0.4 21:25 0.6 0.5 4:15 0.220 21:25 0.484 0.333 0.333 4/17/2018 23:55 11.7 20:40 14.4 13.1 7:40 0.4 20:40 0.6 0.5 23:45 0.300 20:40 0.462 0.373 0.373 4/18/2018 3:15 10.7 7:10 13.6 12.2 6:30 0.3 8:35 0.5 0.4 6:30 0.226 7:45 0.399 0.309 0.309 4/19/2018 23:55 8.2 7:05 13.0 11.2 21:25 0.4 7:05 0.5 0.4 23:50 0.168 7:05 0.374 0.284 0.284 4/20/2018 2:05 7.1 7:40 12.5 10.6 8:00 0.3 11:15 0.5 0.4 2:05 0.148 7:15 0.346 0.259 0.259 4/21/2018 6:10 7.7 0:00 10.7 9.4 16:30 0.4 12:50 0.6 0.5 5:50 0.176 12:50 0.345 0.246 0.246 4/22/2018 3:40 6.2 8:50 11.5 9.1 2:55 0.3 20:10 0.6 0.4 3:40 0.111 20:10 0.320 0.223 0.223 ReportAvg 10.1 0.4 0.254 ReportTotal 5.588 AGENDA ITEM #6. o) REN_MH2116    Located At:      Shattuck Ave and Tobin St (see attached site report for details)  Monitoring Period:      January 17, 2018 – April 22, 2018  Pipe Dimensions:        14.38”   Finalized Silt Level:       0 mm    Site Data Characteristics:  This site is located in a sanitary sewer pipe.  The scattergraph indicates site  operated in free flow conditions.   The site did surcharge during the monitoring period.   The dry  weather data plots below the Froude =1 curve indicating subcritical flow.      Site Data Bias & Editing:  The depth and velocity measurements recorded by the flow monitor were  consistent with field confirmations conducted to date and supported the relative accuracy of the flow  monitor at this location.  The finalized depth data utilized the upward ultrasonic sensor.     Site Data Uptime:  The data uptime achieved during the monitoring period is provided in the table  below. This location was installed on January 17, 2018 after the official monitoring period had begun as  directed by the client. Based upon the quality and consistency of the observed flow depth and velocity  data, the Continuity equation was used to calculate the flow rate for the monitoring period.     Entity Percentage Uptime  Raw  Percentage Uptime  Final  Depth (in) 100% 100%  Velocity (f/s) 100% 100%  Quantity (mgd) 100% 100%      Site Data Summary:  The average flow depth, velocity, and quantity data observed during the  monitoring period along with observed minimum and maximum data, are provided in the following  table. The minimum and maximum rates recorded in the tables are based on 5‐minute data intervals.        Item Depth (in) Velocity (f/s) Quantity (mgd) % Full  Minimum  3.57 2.15 0.309  25%  Maximum  20.21  3.36 2.248 100%   Average 6.09  2.86 0.844  42%                        AGENDA ITEM #6. o) Latitude: 47.483765° Longitude:-122.211201° REN_MH2116 TRITON+ System Characteristics Location Type Pipe ShapeSite located in middile of street in front of school Renton.Carollo.I&I.WA17 LightDrive Site Access Details: Site Address /Location: Site Name Shattuck Ave S and S Tobin St Flow Monitoring Site Report Installation Information Circular Monitor Series Monitor Location: Doppler Standard Ring and Crank Manhole # Installation Date: Pipe Size (H x W) Topside / Area Photo Wednesday, January 17, 2018 Access Temporary 14.38 X 14.50 Traffic MH2116 Residential / Commercial Map Installation Type: Monitoring Location (Sensors): Peak Combo (CS4), Smart Depth (CS5) Pipe Size (HxW) 0.00'' CS5 Physical Offset (in)Measurement Confidence (in) 1.38" Peak Velocity (fps) Silt (in) 2:11:00 PM 14.38 X 14.50Site Sketch Profile View or Photo Straight, Some Ripples 0 - 5 psi Depth of Flow (Wet DOF) (in) 6.50'' Velocity Sensor Offset (in) 3.36 Downstream 0-5 FT Manhole Sensors / Devices: Installation Confirmation: Manhole Opening Diameter (in) Silt Type Hydraulic Comments: 0'' Sanitary Sewer Overflow 0.25" Manhole / Pipe Information: Pressure Sensor Range (psi) Confirmation Time: 20''20'' Manhole Cover Manhole Frame Pipe Condition: Manhole Material: Manhole Diameter (Approx.): Manhole Depth (Approx. FT):Manhole Configuration PVC Good 15' Manhole Condition: 22275.11.325 Additional Site Info. / Comments: ADS Project Name: ADS Project Number: Renton.Carollo.I&I.WA17 Wireless Pipe Material Antenna Location Communication Information: Manhole Pick / Vent Hole No Vitrified Clay Pipe NormalUnbolted Fair Active Connections Renton traffic control required. Air Quality: Communication Type Normal AGENDA ITEM #6. o) Additional Photos Flow Direction Monitoring Point Google Map KEY Top Down Location Inlet Outlet Location Map AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 14.38 REN_MH2116\mp1\DFINAL (inches) REN_MH2116\mp1\VFINAL (feet/sec) REN_MH2116\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 1/1/2018 -- 1/2/2018 -- 1/3/2018 -- 1/4/2018 -- 1/5/2018 -- 1/6/2018 -- 1/7/2018 -- 1/8/2018 -- 1/9/2018 -- 1/10/2018 -- 1/11/2018 -- 1/12/2018 -- 1/13/2018 -- 1/14/2018 -- 1/15/2018 -- 1/16/2018 -- 1/17/2018 15:35 6.4 18:35 13.8 9.0 16:45 2.4 15:10 2.8 2.6 15:55 0.866 18:30 1.870 1.251 0.469 1/18/2018 1:45 6.7 5:30 11.9 8.6 6:25 2.6 2:10 2.9 2.7 1:45 0.904 5:30 1.748 1.233 1.233 1/19/2018 3:55 6.8 8:10 8.7 7.6 11:50 2.6 16:05 3.0 2.8 23:30 0.943 8:10 1.314 1.085 1.085 1/20/2018 6:00 6.4 12:05 8.5 7.2 12:15 2.5 9:40 2.9 2.8 6:05 0.893 13:00 1.292 1.022 1.022 1/21/2018 4:20 6.1 17:00 10.6 7.1 19:25 2.6 7:25 3.0 2.8 6:25 0.832 16:55 1.573 1.004 1.004 1/22/2018 1:45 6.2 6:25 9.3 7.3 13:50 2.5 4:40 3.1 2.7 23:45 0.852 6:05 1.328 1.022 1.022 1/23/2018 3:55 6.0 16:00 12.3 8.2 19:15 2.4 6:00 3.0 2.7 3:00 0.795 16:00 1.771 1.169 1.169 1/24/2018 4:15 8.1 18:30 13.6 9.7 13:25 2.5 5:50 2.8 2.7 5:30 1.147 18:30 1.937 1.410 1.410 1/25/2018 23:25 7.8 11:55 10.3 8.8 7:45 2.6 20:05 2.9 2.7 23:40 1.098 11:55 1.526 1.278 1.278 1/26/2018 1:40 7.2 12:30 10.0 8.3 23:10 2.5 8:40 2.9 2.7 6:10 0.950 11:00 1.502 1.196 1.196 1/27/2018 23:00 8.2 10:55 13.5 9.8 14:55 2.5 21:30 2.8 2.7 23:05 1.177 10:55 1.947 1.445 1.445 1/28/2018 23:40 7.5 11:40 9.9 8.5 12:35 2.5 2:55 2.8 2.7 4:50 1.027 9:05 1.460 1.218 1.218 1/29/2018 2:15 6.9 16:40 20.2 10.3 9:35 2.3 16:35 3.1 2.7 4:20 0.952 16:35 2.248 1.435 1.435 1/30/2018 23:55 7.8 0:00 10.7 9.1 20:05 2.5 21:05 2.8 2.7 23:20 1.078 0:00 1.571 1.318 1.318 1/31/2018 23:45 6.9 20:15 9.2 7.9 17:45 2.5 8:40 2.8 2.7 23:45 0.951 20:15 1.348 1.115 1.115 ReportAvg 8.5 2.7 1.212 ReportTotal 17.42 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 14.38 REN_MH2116\mp1\DFINAL (inches) REN_MH2116\mp1\VFINAL (feet/sec) REN_MH2116\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 2/1/2018 3:15 6.4 21:45 13.0 8.2 22:50 2.4 3:00 2.9 2.7 5:25 0.878 21:45 1.801 1.149 1.149 2/2/2018 23:55 7.2 8:40 9.8 8.4 20:50 2.4 15:30 2.8 2.6 23:55 0.965 11:10 1.406 1.165 1.165 2/3/2018 4:40 6.6 18:55 9.7 8.0 22:55 2.4 0:50 2.8 2.6 2:55 0.879 18:55 1.376 1.101 1.101 2/4/2018 3:20 6.7 13:20 9.7 7.9 11:55 2.4 2:30 2.7 2.6 3:50 0.881 13:20 1.359 1.069 1.069 2/5/2018 3:55 6.2 14:45 8.6 7.3 10:45 2.3 4:10 2.8 2.6 3:10 0.800 14:45 1.196 0.968 0.968 2/6/2018 3:30 5.9 18:45 8.4 6.9 18:25 2.5 4:20 2.8 2.7 3:55 0.772 12:15 1.173 0.934 0.934 2/7/2018 4:20 5.7 13:15 8.0 6.7 14:50 2.4 4:25 3.0 2.7 3:05 0.738 14:15 1.103 0.894 0.894 2/8/2018 3:30 5.6 18:15 7.9 6.5 18:15 2.4 4:05 2.9 2.7 2:30 0.699 8:10 1.140 0.864 0.864 2/9/2018 3:40 5.4 11:15 7.9 6.3 19:10 2.5 0:45 2.9 2.7 3:40 0.687 11:15 1.120 0.833 0.833 2/10/2018 4:25 5.3 13:30 8.0 6.3 11:10 2.4 5:15 3.1 2.7 4:15 0.658 14:35 1.117 0.836 0.836 2/11/2018 4:50 5.5 13:40 8.1 6.4 11:25 2.4 0:55 3.0 2.7 5:10 0.666 13:40 1.120 0.849 0.849 2/12/2018 2:20 5.2 19:30 7.5 6.0 13:35 2.6 23:05 3.1 2.8 2:15 0.646 14:00 1.110 0.822 0.822 2/13/2018 3:55 5.0 23:25 7.9 5.9 18:00 2.6 7:20 3.1 2.8 3:55 0.585 23:25 1.152 0.816 0.816 2/14/2018 4:40 5.2 17:20 7.7 6.1 19:10 2.6 9:45 3.2 2.9 3:55 0.653 17:20 1.129 0.864 0.864 2/15/2018 3:05 5.0 11:15 7.1 5.7 9:30 2.6 21:25 3.2 2.9 3:10 0.620 11:10 1.034 0.783 0.783 2/16/2018 1:45 4.7 9:30 7.1 5.7 8:35 2.7 23:45 3.2 2.9 1:40 0.580 9:30 1.066 0.801 0.801 2/17/2018 4:00 4.7 9:05 9.6 6.6 10:55 2.5 5:00 3.2 2.9 3:25 0.593 9:05 1.468 0.934 0.934 2/18/2018 5:40 5.0 12:00 7.8 6.0 14:05 2.6 23:45 3.2 3.0 4:25 0.669 13:00 1.177 0.863 0.863 2/19/2018 4:40 4.7 11:30 7.1 5.7 2:05 2.8 7:50 3.3 3.0 5:20 0.589 12:35 1.080 0.810 0.810 2/20/2018 4:00 4.6 13:10 7.5 5.4 13:15 2.7 15:30 3.2 3.0 2:40 0.567 13:10 1.151 0.762 0.762 2/21/2018 2:00 4.5 20:15 6.4 5.2 2:45 2.7 23:50 3.2 3.0 2:45 0.548 20:10 0.963 0.719 0.719 2/22/2018 3:30 4.5 12:35 6.7 5.3 4:55 2.7 17:05 3.2 3.0 4:55 0.539 12:30 0.995 0.725 0.725 2/23/2018 3:05 4.6 13:30 6.2 5.0 3:05 2.5 13:30 3.3 3.0 3:05 0.501 13:30 0.989 0.686 0.686 2/24/2018 4:45 4.4 11:40 6.6 5.2 7:25 2.8 20:10 3.3 3.0 4:15 0.557 11:40 1.003 0.730 0.730 2/25/2018 4:30 4.5 11:25 6.9 5.4 4:35 2.8 20:00 3.2 3.0 4:35 0.561 14:30 1.073 0.777 0.777 2/26/2018 3:50 4.4 16:35 6.5 5.0 3:30 2.8 9:10 3.3 3.0 3:30 0.536 16:30 1.021 0.702 0.702 2/27/2018 3:20 4.2 20:20 6.7 5.0 3:00 2.7 10:55 3.3 3.0 3:15 0.500 20:15 0.980 0.682 0.682 2/28/2018 4:00 4.3 19:10 7.4 5.3 1:10 2.8 9:40 3.3 3.0 3:55 0.525 19:10 1.154 0.738 0.738 ReportAvg 6.2 2.8 0.853 ReportTotal 23.88 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 14.38 REN_MH2116\mp1\DFINAL (inches) REN_MH2116\mp1\VFINAL (feet/sec) REN_MH2116\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 3/1/2018 3:40 4.5 13:50 6.3 5.1 1:10 2.8 19:50 3.3 3.0 3:10 0.563 13:50 0.973 0.722 0.722 3/2/2018 1:15 4.5 9:00 6.5 5.2 2:50 2.8 7:50 3.2 3.1 1:10 0.569 9:00 1.019 0.741 0.741 3/3/2018 3:05 4.4 10:40 6.4 5.0 4:10 2.7 13:45 3.2 3.0 4:10 0.524 10:40 0.960 0.695 0.695 3/4/2018 4:20 4.2 16:15 7.2 5.0 4:10 2.5 9:55 3.2 2.9 4:15 0.440 16:10 1.115 0.684 0.684 3/5/2018 3:55 4.1 12:00 5.8 4.8 3:30 2.6 19:30 3.3 2.9 3:55 0.460 8:40 0.882 0.640 0.640 3/6/2018 3:30 3.9 19:00 5.7 4.6 3:35 2.5 16:55 3.2 2.9 3:35 0.401 20:55 0.839 0.597 0.597 3/7/2018 3:30 3.9 9:35 5.5 4.6 1:10 2.5 17:30 3.3 2.9 4:15 0.406 9:35 0.784 0.582 0.582 3/8/2018 4:15 3.8 21:15 8.9 4.9 2:55 2.4 12:40 3.2 2.9 2:55 0.389 21:15 1.393 0.650 0.650 3/9/2018 3:25 4.2 9:05 5.9 4.7 2:15 2.5 11:15 3.3 2.9 2:15 0.459 9:05 0.869 0.626 0.626 3/10/2018 4:00 3.8 10:45 6.0 4.6 5:00 2.4 12:15 3.2 2.9 5:15 0.389 12:15 0.911 0.596 0.596 3/11/2018 3:50 3.7 10:50 6.0 4.6 4:15 2.4 14:45 3.3 2.9 3:50 0.371 10:50 0.903 0.591 0.591 3/12/2018 2:25 3.7 10:15 5.6 4.4 3:30 2.3 14:15 3.2 2.8 3:30 0.346 10:15 0.824 0.554 0.554 3/13/2018 2:50 3.7 18:55 7.0 4.7 1:00 2.3 6:55 3.2 2.9 1:00 0.353 18:55 1.055 0.595 0.595 3/14/2018 3:00 3.8 19:55 5.6 4.6 4:05 2.5 7:10 3.2 2.9 2:20 0.395 12:25 0.813 0.589 0.589 3/15/2018 2:25 3.8 11:00 5.7 4.5 1:20 2.4 6:40 3.3 2.8 2:00 0.375 6:40 0.872 0.570 0.570 3/16/2018 2:20 3.7 17:45 5.6 4.5 3:45 2.3 18:30 3.2 2.8 3:45 0.360 17:45 0.801 0.554 0.554 3/17/2018 3:05 3.7 10:30 5.7 4.4 2:30 2.3 16:10 3.1 2.8 5:30 0.351 10:30 0.842 0.544 0.544 3/18/2018 3:25 3.7 10:20 5.8 4.4 2:20 2.3 15:10 3.2 2.8 2:40 0.351 10:20 0.881 0.547 0.547 3/19/2018 2:55 3.6 8:15 5.7 4.4 2:25 2.2 8:15 3.1 2.8 2:25 0.321 8:15 0.849 0.534 0.534 3/20/2018 1:45 3.6 9:25 6.2 4.5 2:05 2.2 9:05 3.1 2.8 2:05 0.309 9:25 0.940 0.545 0.545 3/21/2018 2:35 3.6 10:45 5.0 4.3 3:00 2.2 9:50 3.1 2.8 3:00 0.331 9:50 0.680 0.516 0.516 3/22/2018 3:25 3.7 8:45 6.6 4.8 1:45 2.3 9:40 3.3 2.9 1:45 0.355 8:50 0.967 0.628 0.628 3/23/2018 3:10 3.7 9:50 7.8 4.9 3:35 2.4 17:50 3.2 2.9 3:05 0.372 9:20 1.183 0.649 0.649 3/24/2018 1:50 4.2 9:20 6.1 5.1 2:45 2.5 15:25 3.3 3.0 2:45 0.458 9:20 0.932 0.700 0.700 3/25/2018 3:10 4.1 9:35 5.9 4.8 2:00 2.5 13:40 3.3 3.0 3:15 0.437 13:40 0.883 0.641 0.641 3/26/2018 2:40 3.8 12:35 6.4 4.8 1:50 2.4 19:00 3.2 2.9 1:50 0.376 12:35 0.955 0.632 0.632 3/27/2018 1:55 3.8 19:50 5.5 4.7 1:50 2.5 16:55 3.2 2.9 1:55 0.396 19:50 0.794 0.608 0.608 3/28/2018 2:50 3.9 16:55 5.2 4.6 3:05 2.5 9:55 3.2 2.9 2:50 0.406 16:55 0.745 0.589 0.589 3/29/2018 2:20 3.8 17:25 5.3 4.5 3:10 2.5 7:35 3.2 2.9 3:10 0.384 9:25 0.760 0.576 0.576 3/30/2018 2:05 3.7 12:10 6.1 4.5 2:00 2.3 13:05 3.2 2.9 2:00 0.346 12:10 0.926 0.569 0.569 3/31/2018 2:35 3.7 12:50 5.8 4.5 2:55 2.4 11:25 3.3 2.9 2:55 0.362 11:25 0.858 0.577 0.577 ReportAvg 4.7 2.9 0.608 ReportTotal 18.84 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 14.38 REN_MH2116\mp1\DFINAL (inches) REN_MH2116\mp1\VFINAL (feet/sec) REN_MH2116\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 4/1/2018 4:10 3.7 10:05 5.6 4.5 4:05 2.3 17:05 3.2 2.9 4:05 0.346 10:05 0.824 0.572 0.572 4/2/2018 2:05 3.6 19:45 5.6 4.5 2:35 2.4 7:10 3.2 2.8 1:55 0.353 19:45 0.812 0.555 0.555 4/3/2018 3:15 3.7 16:35 5.3 4.4 1:40 2.3 20:45 3.1 2.8 1:40 0.350 17:40 0.729 0.527 0.527 4/4/2018 1:40 3.7 13:35 6.4 4.7 0:10 2.4 7:20 3.2 2.8 1:40 0.356 13:35 0.902 0.592 0.592 4/5/2018 2:20 3.8 18:45 7.5 4.9 0:55 2.4 17:55 3.1 2.8 2:15 0.381 18:45 1.140 0.633 0.633 4/6/2018 2:45 3.9 18:15 6.3 4.8 2:30 2.4 7:20 3.2 2.9 2:40 0.387 18:15 0.933 0.610 0.610 4/7/2018 1:05 4.2 5:20 10.3 6.6 0:20 2.6 22:55 3.2 2.9 1:05 0.468 5:20 1.541 0.965 0.965 4/8/2018 2:30 5.6 8:50 9.5 7.0 11:00 2.7 2:35 3.3 3.0 2:30 0.803 8:50 1.466 1.054 1.054 4/9/2018 23:55 5.4 13:40 7.4 6.1 20:05 2.8 21:35 3.2 3.1 1:40 0.736 18:05 1.154 0.907 0.907 4/10/2018 2:10 4.9 8:55 7.5 5.9 8:35 2.7 11:35 3.2 3.1 1:55 0.640 8:45 1.156 0.862 0.862 4/11/2018 1:35 4.8 20:00 7.4 5.8 10:30 2.8 0:35 3.3 3.0 1:35 0.638 19:55 1.125 0.844 0.844 4/12/2018 2:55 4.8 10:45 6.9 5.7 3:55 2.7 6:00 3.2 3.1 23:10 0.616 10:45 1.115 0.822 0.822 4/13/2018 1:35 4.7 19:10 8.1 6.0 22:05 2.8 8:45 3.4 3.0 1:10 0.574 19:10 1.243 0.875 0.875 4/14/2018 3:15 6.0 19:35 16.0 9.9 16:50 2.5 3:25 3.2 2.8 3:15 0.867 19:40 2.183 1.460 1.460 4/15/2018 23:10 7.7 1:05 13.8 10.1 0:25 2.6 21:35 3.1 2.8 23:00 1.160 0:00 2.026 1.526 1.526 4/16/2018 4:15 7.1 14:35 13.3 8.9 6:50 2.6 0:50 3.1 2.9 3:50 1.071 14:35 1.972 1.368 1.368 4/17/2018 23:55 7.0 6:30 9.4 8.0 20:35 2.7 13:15 3.2 3.0 23:10 1.045 10:35 1.515 1.236 1.236 4/18/2018 23:55 6.3 16:55 8.5 7.2 7:55 2.7 10:20 3.2 3.0 4:35 0.934 16:50 1.326 1.103 1.103 4/19/2018 23:45 5.9 16:20 8.2 6.9 12:55 2.7 3:20 3.2 2.9 2:00 0.848 17:40 1.255 1.019 1.019 4/20/2018 3:15 5.6 8:35 7.7 6.6 10:55 2.7 2:55 3.2 3.0 2:45 0.797 13:15 1.160 0.965 0.965 4/21/2018 3:40 5.5 10:10 7.8 6.4 15:45 2.5 0:30 3.2 2.9 4:10 0.742 10:10 1.170 0.921 0.921 4/22/2018 3:35 5.1 11:00 7.3 6.2 10:35 2.7 23:00 3.1 3.0 3:55 0.670 18:00 1.118 0.899 0.899 ReportAvg 6.4 2.9 0.923 ReportTotal 20.31 AGENDA ITEM #6. o) REN_MH2171    Located At:      540 Burnett Ave S (see attached site report for details)  Monitoring Period:      December 22, 2017 – April 22, 2018  Pipe Dimensions:        11.25”   Finalized Silt Level:       0 mm    Site Data Characteristics:  This site is located in a sanitary sewer pipe.  The scattergraph indicates site  operated in free flow conditions.   The site did not surcharge during the monitoring period.   The dry  weather data plots below the Froude =1 curve indicating subcritical flow.      Site Data Bias & Editing:  The depth and velocity measurements recorded by the flow monitor were  consistent with field confirmations conducted to date and supported the relative accuracy of the flow  monitor at this location.  The finalized depth data utilized the upward ultrasonic sensor.     Site Data Uptime:  The data uptime achieved during the monitoring period is provided in the table  below. Based upon the quality and consistency of the observed flow depth and velocity data, the  Continuity equation was used to calculate the flow rate for the monitoring period.     Entity Percentage Uptime  Raw  Percentage Uptime  Final  Depth (in) 100% 100%  Velocity (f/s) 100% 100%  Quantity (mgd) 100% 100%      Site Data Summary:  The average flow depth, velocity, and quantity data observed during the  monitoring period along with observed minimum and maximum data, are provided in the following  table. The minimum and maximum rates recorded in the tables are based on 5‐minute data intervals.        Item Depth (in) Velocity (f/s) Quantity (mgd) % Full  Minimum  2.66 0.80 0.067  24%  Maximum  8.34  2.40 0.840 74%   Average 4.37  1.32 0.222  39%                          AGENDA ITEM #6. o) Latitude: 47.475159° Longitude:-122.207887° Site Sketch Plan View or Photo Additional Site Info. / Comments: Site located in walkway. Monitoring point is in a recessed pipe entry. Moderate, slow flow Good Antenna Location Communication Information: Active Drop Connections Air Quality: Communication Type Normal 22275.11.325 ADS Project Name: ADS Project Number: Renton.Carollo.I&I.WA17 Manhole Cover Manhole Frame Manhole Material: Manhole Diameter (Approx.): Manhole Depth (Approx. FT):Manhole Configuration Concrete Wireless Pipe Material Located in sidewalk infront of home. Sensors / Devices: 11.25'' x 11.25'' 0.25" Manhole / Pipe Information: Installation Type: Pressure Sensor Range (psi) Confirmation Time: Site Sketch Profile View or Photo Pipe Size (H x W) Topside / Area Photo Peak Combo (CS4), Smart Depth (CS5) Pipe Size (HxW) 1:42:00 PM Monitoring Location (Sensors): Depth of Flow (Wet DOF) (in)Range (Air DOF) (in) ~4.50'' Velocity Sensor Offset (in) ~1.5 FPS Temporary 11.25'' x 11.25'' REN_MH2171 Access Traffic TRITON+ System Characteristics Location Type Pipe Shape Renton.Carollo.I&I.WA17 LightDrive Site Access Details: Site Address /Location: Site Name 540 Burnett Ave S 0 - 5 psi Installation Information Circular Monitor Series Monitor Location: Doppler Standard Ring and Crank Manhole # Installation Date: 12.14.17 Upstream 0-5 FT Manhole MH2171 Residential Map Flow Monitoring Site Report 0 Downlooker Physical Offset (in)Measurement Confidence (in) 0 Peak Velocity (fps) Silt (in) ~8' Installation Confirmation: Manhole Opening Diameter (in) Silt Type Hydraulic Comments: Pipe Condition: Single Good Manhole Pick / Vent Hole Manhole Condition: No PVC 20'' NormalUnbolted 20'' AGENDA ITEM #6. o) Additional Photos Flow Direction Monitoring Point Top Down Location Location Upstream Downstream Side Inlet AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 11.25 REN_MH2171\mp1\DFINAL (inches) REN_MH2171\mp1\VFINAL (feet/sec) REN_MH2171\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 12/22/2017 3:35 3.8 10:10 6.0 4.7 3:15 1.1 8:50 1.7 1.4 3:35 0.142 10:10 0.392 0.247 0.247 0.10 12/23/2017 4:50 3.6 11:10 4.8 4.1 3:45 1.0 11:10 1.3 1.2 3:45 0.125 11:10 0.244 0.171 0.171 0.00 12/24/2017 5:00 3.5 12:30 4.7 4.0 5:10 1.0 12:35 1.4 1.1 4:00 0.115 12:40 0.236 0.164 0.164 0.00 12/25/2017 4:10 3.4 10:10 4.5 3.9 3:40 0.9 10:15 1.3 1.1 4:10 0.106 10:15 0.213 0.153 0.153 0.14 12/26/2017 3:20 3.4 9:25 5.9 4.5 3:15 0.9 9:20 1.6 1.3 3:15 0.104 9:25 0.374 0.219 0.219 0.17 12/27/2017 3:20 3.3 10:00 6.0 4.4 3:25 0.9 10:00 1.7 1.3 3:25 0.097 10:00 0.410 0.209 0.209 0.00 12/28/2017 2:10 3.4 11:35 5.7 4.5 1:10 0.9 11:20 1.7 1.3 2:10 0.106 11:20 0.377 0.222 0.222 0.25 12/29/2017 0:05 4.1 10:45 8.3 6.3 0:00 1.1 10:35 2.4 1.8 0:00 0.161 10:35 0.840 0.486 0.486 1.57 12/30/2017 23:40 4.4 10:00 5.2 4.9 3:30 1.3 12:45 1.5 1.4 23:40 0.213 10:05 0.307 0.260 0.260 0.02 12/31/2017 5:10 4.0 11:05 4.9 4.5 5:45 1.2 11:05 1.4 1.3 5:45 0.168 11:05 0.269 0.211 0.211 0.00 ReportAvg 4.6 1.3 0.234 ReportTotal 2.343 2.25 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 11.25 REN_MH2171\mp1\DFINAL (inches) REN_MH2171\mp1\VFINAL (feet/sec) REN_MH2171\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 1/1/2018 4:30 3.8 16:10 4.9 4.3 6:15 1.0 17:10 1.3 1.2 5:10 0.137 16:10 0.247 0.183 0.183 0.00 1/2/2018 3:20 3.6 8:00 5.9 4.6 3:20 1.0 8:25 1.7 1.3 3:20 0.124 8:25 0.408 0.238 0.238 0.01 1/3/2018 3:15 3.5 10:55 5.9 4.6 23:55 1.0 10:55 1.7 1.4 2:50 0.121 10:55 0.407 0.237 0.237 0.00 1/4/2018 3:45 3.2 12:40 5.7 4.5 2:10 0.9 8:55 1.7 1.3 3:45 0.099 8:55 0.370 0.225 0.225 0.09 1/5/2018 3:30 3.4 12:15 7.1 4.6 3:35 1.0 12:10 2.0 1.4 3:20 0.113 12:15 0.587 0.239 0.239 0.42 1/6/2018 3:00 3.7 14:05 4.7 4.3 3:05 1.1 10:20 1.4 1.3 3:00 0.137 14:05 0.246 0.198 0.198 0.24 1/7/2018 4:55 3.5 20:15 4.9 4.3 4:55 1.0 18:55 1.4 1.2 4:55 0.123 20:25 0.260 0.196 0.196 0.38 1/8/2018 1:20 3.9 8:55 7.1 4.8 1:40 1.2 8:55 2.0 1.4 2:00 0.163 8:55 0.605 0.261 0.261 0.14 1/9/2018 0:00 4.1 8:15 6.4 5.1 23:55 1.2 8:10 1.8 1.5 23:55 0.181 8:15 0.469 0.301 0.301 0.46 1/10/2018 2:05 3.9 7:25 6.0 4.8 1:45 1.1 10:30 1.7 1.5 2:10 0.161 7:25 0.411 0.271 0.271 0.22 1/11/2018 2:00 3.9 13:25 7.8 6.0 1:35 1.2 13:20 2.3 1.7 1:45 0.164 13:20 0.748 0.439 0.439 1.04 1/12/2018 23:40 4.6 9:05 6.6 5.5 23:35 1.4 9:05 2.0 1.6 23:40 0.244 9:05 0.541 0.356 0.356 0.20 1/13/2018 3:45 4.2 10:10 5.1 4.6 6:40 1.3 10:50 1.5 1.4 5:00 0.204 10:50 0.292 0.245 0.245 0.02 1/14/2018 5:20 4.0 11:50 5.1 4.5 23:50 1.2 11:15 1.4 1.3 4:40 0.170 11:15 0.270 0.216 0.216 0.00 1/15/2018 2:55 4.0 10:40 6.5 4.9 2:15 1.1 10:40 1.7 1.4 2:50 0.157 10:40 0.458 0.265 0.265 0.04 1/16/2018 23:50 3.8 7:40 5.8 4.7 23:40 1.1 8:45 1.7 1.4 23:45 0.149 8:45 0.389 0.249 0.249 0.26 1/17/2018 2:45 3.6 18:35 6.2 4.9 2:40 1.0 8:15 1.8 1.5 2:45 0.126 18:55 0.434 0.282 0.282 0.79 1/18/2018 2:05 4.4 7:15 6.6 5.4 1:30 1.3 9:05 1.9 1.6 2:05 0.218 7:10 0.518 0.339 0.339 0.40 1/19/2018 3:15 4.2 7:00 6.1 4.8 23:25 1.2 6:40 1.8 1.5 23:25 0.190 9:05 0.433 0.272 0.272 0.10 1/20/2018 5:20 3.8 10:30 4.7 4.3 5:15 1.1 9:35 1.4 1.3 5:15 0.152 9:35 0.250 0.202 0.202 0.10 1/21/2018 4:25 3.8 17:00 5.2 4.3 4:00 1.1 17:00 1.6 1.3 4:00 0.140 17:00 0.325 0.198 0.198 0.16 1/22/2018 1:20 3.7 8:10 6.3 4.9 0:45 1.1 7:45 1.8 1.5 1:15 0.139 7:45 0.465 0.283 0.283 0.34 1/23/2018 2:25 3.7 16:00 6.6 5.2 3:40 1.1 16:10 1.8 1.5 3:00 0.143 16:00 0.491 0.321 0.321 0.79 1/24/2018 3:35 4.9 14:00 7.0 5.9 2:50 1.5 14:05 2.1 1.7 3:35 0.280 14:05 0.593 0.406 0.406 0.51 1/25/2018 23:55 4.5 10:55 6.6 5.4 23:30 1.3 7:15 1.9 1.6 23:55 0.226 10:55 0.520 0.347 0.347 0.14 1/26/2018 3:20 4.3 10:30 7.1 5.3 1:35 1.3 10:35 1.9 1.6 3:20 0.202 10:30 0.566 0.329 0.329 0.36 1/27/2018 0:15 4.7 11:05 6.3 5.6 0:10 1.4 10:55 1.8 1.7 0:10 0.251 11:00 0.464 0.367 0.367 0.61 1/28/2018 5:25 4.5 11:20 5.3 4.9 6:15 1.4 13:00 1.6 1.5 6:15 0.232 12:55 0.332 0.283 0.283 0.07 1/29/2018 2:50 4.3 15:25 8.0 5.9 3:45 1.3 16:15 2.3 1.7 3:40 0.203 15:25 0.773 0.417 0.417 0.90 1/30/2018 23:45 4.5 8:15 7.1 5.6 23:45 1.4 9:10 2.1 1.7 23:45 0.233 9:10 0.583 0.372 0.372 0.00 1/31/2018 23:55 4.2 7:40 6.2 5.0 23:45 1.3 7:45 1.8 1.5 23:50 0.196 7:45 0.465 0.299 0.299 0.00 ReportAvg 5.0 1.5 0.285 ReportTotal 8.837 8.79 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 11.25 REN_MH2171\mp1\DFINAL (inches) REN_MH2171\mp1\VFINAL (feet/sec) REN_MH2171\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 2/1/2018 3:05 4.0 7:10 6.2 5.1 3:10 1.2 7:10 1.7 1.5 3:35 0.166 7:10 0.439 0.306 0.306 0.66 2/2/2018 23:55 4.4 8:30 6.3 5.1 23:25 1.3 6:40 1.8 1.5 23:40 0.218 6:40 0.457 0.309 0.309 0.04 2/3/2018 5:50 4.0 11:00 5.1 4.5 2:55 1.2 18:15 1.5 1.4 4:35 0.177 18:35 0.296 0.233 0.233 0.31 2/4/2018 3:50 4.1 13:00 5.1 4.5 23:55 1.2 11:10 1.5 1.3 23:55 0.179 13:00 0.290 0.225 0.225 0.02 2/5/2018 3:45 3.9 7:55 6.1 4.8 2:30 1.1 7:15 1.7 1.4 3:45 0.157 7:10 0.410 0.258 0.258 0.04 2/6/2018 23:55 3.7 8:50 6.2 4.6 3:10 1.1 18:10 1.7 1.4 3:10 0.140 8:50 0.432 0.245 0.245 0.00 2/7/2018 3:40 3.5 7:20 5.9 4.4 1:30 1.1 7:30 1.8 1.4 3:00 0.130 7:30 0.406 0.228 0.228 0.00 2/8/2018 3:20 3.5 8:30 5.6 4.4 2:20 1.0 6:35 1.7 1.3 2:20 0.124 6:35 0.378 0.219 0.219 0.09 2/9/2018 3:30 3.4 9:35 5.6 4.3 3:25 1.0 8:20 1.6 1.3 3:30 0.113 9:35 0.352 0.212 0.212 0.01 2/10/2018 4:20 3.2 10:40 4.6 3.8 3:10 0.9 10:00 1.3 1.2 4:20 0.100 10:00 0.219 0.157 0.157 0.01 2/11/2018 3:35 3.2 14:30 4.9 3.8 5:55 1.0 14:30 1.5 1.2 3:35 0.102 14:30 0.276 0.153 0.153 0.00 2/12/2018 2:25 3.2 13:15 5.5 4.1 3:40 0.9 13:15 1.6 1.2 3:40 0.096 13:15 0.351 0.187 0.187 0.00 2/13/2018 2:50 3.0 7:15 5.3 4.1 2:30 0.9 7:15 1.6 1.3 2:30 0.091 7:15 0.330 0.189 0.189 0.17 2/14/2018 3:20 3.2 13:15 5.3 4.2 3:40 1.0 9:45 1.6 1.3 3:20 0.104 9:45 0.322 0.205 0.205 0.15 2/15/2018 3:15 3.2 17:15 5.2 4.1 3:20 1.0 8:15 1.6 1.2 2:25 0.101 6:50 0.308 0.188 0.188 0.00 2/16/2018 2:05 3.3 10:40 5.6 4.2 1:40 1.0 7:15 1.6 1.2 1:50 0.106 7:15 0.352 0.192 0.192 0.15 2/17/2018 3:15 3.2 9:20 5.2 4.0 4:00 0.9 9:25 1.4 1.2 3:55 0.093 9:20 0.285 0.171 0.171 0.32 2/18/2018 4:50 3.2 10:20 4.3 3.7 5:45 1.0 10:05 1.4 1.2 4:50 0.110 10:20 0.219 0.156 0.156 0.01 2/19/2018 3:30 3.1 13:30 5.7 4.2 3:15 1.0 9:05 1.6 1.3 3:15 0.096 13:30 0.373 0.200 0.200 0.00 2/20/2018 3:30 3.0 14:40 5.6 4.1 4:10 0.9 14:45 1.7 1.3 3:40 0.090 14:45 0.375 0.188 0.188 0.00 2/21/2018 3:00 3.0 7:25 5.2 4.0 3:25 1.0 8:10 1.6 1.3 3:25 0.093 8:10 0.314 0.187 0.187 0.00 2/22/2018 2:55 3.0 14:15 5.2 4.1 2:20 0.9 12:10 1.6 1.3 2:55 0.086 12:10 0.316 0.190 0.190 0.07 2/23/2018 3:20 2.9 11:00 5.5 4.0 2:15 0.9 12:20 1.6 1.2 3:20 0.086 11:00 0.351 0.178 0.178 0.01 2/24/2018 5:05 2.9 10:20 4.1 3.6 6:00 1.0 9:10 1.3 1.1 5:05 0.088 10:20 0.191 0.138 0.138 0.13 2/25/2018 4:15 2.9 18:50 4.3 3.7 4:25 1.0 10:45 1.3 1.2 4:15 0.091 18:50 0.203 0.147 0.147 0.11 2/26/2018 3:00 3.0 6:35 5.5 4.0 3:00 0.9 6:35 1.6 1.2 3:00 0.089 6:35 0.351 0.184 0.184 0.00 2/27/2018 3:50 2.9 8:30 5.7 3.9 3:35 1.1 14:35 1.8 1.3 3:50 0.095 14:35 0.390 0.187 0.187 0.19 2/28/2018 3:30 3.0 17:20 5.2 4.1 3:05 1.0 17:20 1.7 1.4 3:45 0.098 17:20 0.339 0.207 0.207 0.35 ReportAvg 4.2 1.3 0.201 ReportTotal 5.640 2.84 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 11.25 REN_MH2171\mp1\DFINAL (inches) REN_MH2171\mp1\VFINAL (feet/sec) REN_MH2171\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 3/1/2018 2:25 3.1 9:20 5.5 4.1 3:40 1.1 9:20 1.7 1.3 3:00 0.108 9:20 0.368 0.200 0.200 0.01 3/2/2018 1:20 3.1 8:15 5.7 4.1 1:40 1.1 8:15 1.7 1.3 1:20 0.106 8:15 0.388 0.205 0.205 0.07 3/3/2018 5:30 2.9 10:20 4.3 3.6 23:50 1.0 10:25 1.4 1.2 4:35 0.095 10:20 0.208 0.146 0.146 0.00 3/4/2018 4:45 3.0 17:35 4.5 3.7 6:15 0.9 17:00 1.4 1.1 4:35 0.091 17:35 0.219 0.145 0.145 0.12 3/5/2018 2:45 3.0 15:55 5.2 4.1 1:10 0.9 7:50 1.6 1.3 3:15 0.087 7:50 0.311 0.190 0.190 0.00 3/6/2018 2:25 3.0 21:10 5.3 4.0 3:30 1.0 13:10 1.7 1.3 3:35 0.099 13:10 0.343 0.196 0.196 0.00 3/7/2018 4:05 3.0 15:10 5.4 4.0 2:40 1.0 15:15 1.7 1.3 2:40 0.098 15:15 0.353 0.192 0.192 0.03 3/8/2018 3:10 3.0 9:15 5.4 4.3 0:30 0.9 20:40 1.7 1.4 3:10 0.090 20:40 0.356 0.222 0.222 0.37 3/9/2018 3:40 3.0 10:40 5.5 4.1 2:10 1.0 10:40 1.7 1.3 3:40 0.102 10:40 0.361 0.197 0.197 0.00 3/10/2018 5:15 2.8 19:15 4.2 3.5 3:10 0.9 10:10 1.3 1.1 5:25 0.085 10:15 0.187 0.137 0.137 0.00 3/11/2018 2:55 3.0 9:45 4.7 3.5 4:25 0.9 9:40 1.5 1.1 2:55 0.088 9:40 0.255 0.136 0.136 0.00 3/12/2018 3:15 3.0 13:25 5.4 4.0 1:25 0.9 6:10 1.6 1.2 1:20 0.085 13:25 0.329 0.184 0.184 0.00 3/13/2018 2:25 2.9 12:05 5.4 4.1 3:10 0.9 15:15 1.6 1.3 2:25 0.083 12:05 0.326 0.200 0.200 0.31 3/14/2018 2:55 2.9 9:45 6.1 4.1 2:55 1.0 9:45 1.8 1.3 2:55 0.089 9:45 0.445 0.197 0.197 0.04 3/15/2018 1:55 2.8 8:50 6.1 4.1 2:15 1.0 8:45 1.8 1.3 2:00 0.085 8:50 0.447 0.202 0.202 0.00 3/16/2018 3:05 2.9 12:00 6.3 4.1 1:50 0.8 11:45 1.9 1.3 1:50 0.079 12:00 0.488 0.210 0.210 0.00 3/17/2018 3:40 2.8 10:25 4.2 3.5 4:40 0.9 11:40 1.3 1.1 4:00 0.080 11:05 0.183 0.133 0.133 0.00 3/18/2018 4:55 2.7 8:50 4.2 3.4 2:45 0.9 10:05 1.3 1.1 4:55 0.079 8:50 0.194 0.132 0.132 0.00 3/19/2018 2:35 2.8 8:40 6.4 3.9 1:50 0.9 8:40 1.9 1.3 2:35 0.082 8:40 0.502 0.188 0.188 0.00 3/20/2018 0:50 2.8 6:15 5.3 3.8 23:50 0.9 6:10 1.7 1.2 23:50 0.078 6:10 0.349 0.164 0.164 0.00 3/21/2018 2:00 2.7 7:20 5.3 3.9 3:00 0.8 7:20 1.6 1.2 1:55 0.069 7:20 0.333 0.171 0.171 0.10 3/22/2018 2:45 2.9 11:50 6.3 4.1 2:35 0.9 11:45 1.8 1.3 2:45 0.079 11:45 0.448 0.196 0.196 0.48 3/23/2018 2:25 2.8 8:40 6.0 4.2 3:05 0.9 9:05 1.8 1.3 2:25 0.077 9:05 0.420 0.201 0.201 0.31 3/24/2018 2:05 3.1 10:35 4.2 3.7 1:55 1.0 9:55 1.3 1.1 2:05 0.096 10:35 0.193 0.147 0.147 0.28 3/25/2018 3:30 2.8 13:50 4.8 3.5 3:35 0.9 13:50 1.4 1.1 3:35 0.080 13:50 0.245 0.134 0.134 0.01 3/26/2018 3:05 2.8 6:10 5.9 4.1 3:10 0.9 11:15 1.7 1.2 3:15 0.078 11:15 0.396 0.185 0.185 0.17 3/27/2018 3:00 2.8 5:55 5.5 4.0 2:00 0.9 16:35 1.6 1.2 3:00 0.080 5:55 0.337 0.178 0.178 0.02 3/28/2018 2:50 2.9 13:10 5.7 4.0 1:15 0.9 13:10 1.7 1.2 2:45 0.084 13:10 0.375 0.177 0.177 0.01 3/29/2018 1:35 2.8 10:10 5.7 3.9 2:05 0.9 10:10 1.6 1.2 2:05 0.074 10:10 0.365 0.174 0.174 0.00 3/30/2018 3:00 2.8 13:40 5.4 3.9 3:05 0.9 13:40 1.6 1.2 3:00 0.077 13:40 0.345 0.169 0.169 0.00 3/31/2018 2:20 2.7 8:35 4.1 3.4 2:20 0.9 8:30 1.3 1.0 2:20 0.070 8:30 0.184 0.120 0.120 0.00 ReportAvg 3.9 1.2 0.175 ReportTotal 5.429 2.33 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 11.25 REN_MH2171\mp1\DFINAL (inches) REN_MH2171\mp1\VFINAL (feet/sec) REN_MH2171\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 4/1/2018 2:55 2.7 9:30 4.0 3.4 2:30 0.8 9:35 1.2 1.0 2:55 0.070 9:30 0.175 0.121 0.121 0.10 4/2/2018 2:55 2.7 14:55 5.2 3.8 1:45 0.8 14:55 1.5 1.2 2:55 0.067 14:55 0.306 0.165 0.165 0.00 4/3/2018 1:50 2.8 17:20 5.2 3.9 1:20 0.9 6:15 1.6 1.2 1:40 0.075 17:25 0.303 0.169 0.169 0.00 4/4/2018 0:20 2.7 6:05 5.3 3.9 2:20 0.8 12:00 1.6 1.2 1:25 0.068 6:10 0.321 0.176 0.176 0.39 4/5/2018 1:35 2.9 15:25 5.0 4.0 2:20 0.9 15:30 1.5 1.2 2:40 0.078 15:25 0.290 0.184 0.184 0.25 4/6/2018 2:05 2.9 8:40 5.0 3.8 23:30 0.9 7:10 1.5 1.2 2:55 0.086 6:00 0.283 0.163 0.163 0.00 4/7/2018 1:50 3.0 5:15 5.8 4.1 1:05 0.8 5:15 1.7 1.2 1:05 0.083 5:15 0.393 0.190 0.190 0.88 4/8/2018 2:10 3.4 9:40 4.9 4.2 23:55 1.1 9:55 1.5 1.3 2:10 0.120 8:15 0.281 0.196 0.196 0.45 4/9/2018 23:05 3.3 7:10 5.7 4.2 2:10 1.0 7:10 1.7 1.3 23:05 0.112 7:10 0.380 0.205 0.205 0.00 4/10/2018 23:55 3.1 7:35 5.9 4.1 23:55 1.0 7:35 1.8 1.3 23:55 0.096 7:35 0.413 0.200 0.200 0.23 4/11/2018 0:00 3.1 7:05 5.5 4.1 1:40 0.9 7:05 1.7 1.3 2:30 0.091 7:05 0.358 0.197 0.197 0.31 4/12/2018 23:50 3.3 8:40 5.2 4.1 2:30 0.9 8:40 1.7 1.3 1:55 0.104 8:40 0.338 0.193 0.193 0.11 4/13/2018 1:00 3.1 8:10 5.1 4.2 0:40 0.9 8:25 1.6 1.3 1:00 0.096 8:25 0.297 0.205 0.205 0.51 4/14/2018 2:45 3.9 17:00 7.0 5.5 4:25 1.2 19:15 2.0 1.6 2:45 0.168 17:00 0.574 0.353 0.353 1.52 4/15/2018 23:45 4.6 0:00 6.6 5.6 20:25 1.5 1:00 1.9 1.7 23:55 0.258 1:00 0.516 0.366 0.366 0.21 4/16/2018 2:45 4.4 15:00 6.7 5.6 2:40 1.4 14:30 2.0 1.7 2:40 0.224 14:15 0.531 0.369 0.369 0.71 4/17/2018 23:45 4.2 5:50 6.1 5.2 23:05 1.3 5:25 1.8 1.6 23:45 0.201 5:45 0.433 0.315 0.315 0.01 4/18/2018 2:30 4.0 6:15 5.8 4.7 23:15 1.2 6:40 1.7 1.4 23:25 0.172 5:50 0.385 0.259 0.259 0.12 4/19/2018 2:30 3.8 6:00 5.7 4.6 2:35 1.1 5:55 1.7 1.4 2:35 0.145 5:55 0.387 0.246 0.246 0.00 4/20/2018 2:05 3.5 8:40 5.5 4.4 2:00 1.0 8:40 1.6 1.3 2:05 0.123 8:40 0.355 0.226 0.226 0.00 4/21/2018 3:55 3.4 9:00 4.6 3.9 0:40 1.0 9:00 1.4 1.2 4:05 0.115 9:00 0.246 0.161 0.161 0.05 4/22/2018 23:50 3.3 19:50 4.5 3.8 3:40 0.9 19:50 1.4 1.2 3:40 0.102 19:50 0.226 0.157 0.157 0.00 ReportAvg 4.3 1.3 0.219 ReportTotal 4.814 5.85 AGENDA ITEM #6. o) REN_MH2252    Located At:     NE Corner of Rainier and Grady Way (see attached site report for  details)  Monitoring Period:      December 22, 2017 – April 22, 2018  Pipe Dimensions:        18”   Finalized Silt Level:       0 mm    Site Data Characteristics:  This site is located in a sanitary sewer pipe.  The scattergraph indicates site  operated in free flow conditions.   The site did not surcharge during the monitoring period.   The dry  weather data plots above the Froude =1 curve indicating supercritical flow.      Site Data Bias & Editing:  The depth and velocity measurements recorded by the flow monitor were  consistent with field confirmations conducted to date and supported the relative accuracy of the flow  monitor at this location.  The finalized depth data utilized the upward ultrasonic sensor.     Site Data Uptime:  The data uptime achieved during the monitoring period is provided in the table  below. Based upon the quality and consistency of the observed flow depth and velocity data, the  Continuity equation was used to calculate the flow rate for the monitoring period.     Entity Percentage Uptime  Raw  Percentage Uptime  Final  Depth (in) 100% 100%  Velocity (f/s) 100% 100%  Quantity (mgd) 100% 100%      Site Data Summary:  The average flow depth, velocity, and quantity data observed during the  monitoring period along with observed minimum and maximum data, are provided in the following  table. The minimum and maximum rates recorded in the tables are based on 5‐minute data intervals.        Item Depth (in) Velocity (f/s) Quantity (mgd) % Full  Minimum  2.49 3.39 0.326  14%  Maximum  6.65  7.64 2.865 37%   Average 3.57  5.10 0.847  20%                      AGENDA ITEM #6. o) Latitude: 47.471006° Longitude:-122.207887° Site Sketch Plan View or Photo Additional Site Info. / Comments: Site located in pedestrian walkway area. Moderate, fast flow Good Antenna Location Communication Information: Active Drop Connections Air Quality: Communication Type Normal 22275.11.325 ADS Project Name: ADS Project Number: Renton.Carollo.I&I.WA17 Manhole Cover Manhole Frame Manhole Material: Manhole Diameter (Approx.): Manhole Depth (Approx. FT):Manhole Configuration Concrete Wireless Pipe Material Located in sidewalk infront of large parking area. Park in parking lot and carry equipment to location. Sensors / Devices: 18.00'' x 18.00'' 0.25" Manhole / Pipe Information: Installation Type: Pressure Sensor Range (psi) Confirmation Time: Site Sketch Profile View or Photo Pipe Size (H x W) Topside / Area Photo Peak Combo (CS4), Smart Depth (CS5) Pipe Size (HxW) 8:50:00 AM Monitoring Location (Sensors): Depth of Flow (Wet DOF) (in)Range (Air DOF) (in) ~3.50'' Velocity Sensor Offset (in) ~6.00 FPS Temporary 18.00'' x 18.00'' REN_MH2252 Access Traffic TRITON+ System Characteristics Location Type Pipe Shape Renton.Carollo.I&I.WA17 LightDrive Site Access Details: Site Address /Location: Site Name Northeast Corner of Rainier Ave and S Grady Way 0 - 5 psi Installation Information Circular Monitor Series Monitor Location: Doppler Standard Ring and Crank Manhole # Installation Date: 12.01.17 Upstream 0-5 FT Manhole MH2252 Other Map Flow Monitoring Site Report 0 Downlooker Physical Offset (in)Measurement Confidence (in) 1.38'' Peak Velocity (fps) Silt (in) ~8' Installation Confirmation: Manhole Opening Diameter (in) Silt Type Hydraulic Comments: Pipe Condition: Single Good Manhole Pick / Vent Hole Manhole Condition: No Concrete 20'' NormalUnbolted 20'' AGENDA ITEM #6. o) Additional Photos Flow Direction Monitoring Point Top Down Location Location Upstream Downstream Side Inlet AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 18.00 REN_MH2252\mp1\DFINAL (inches) REN_MH2252\mp1\VFINAL (feet/sec) REN_MH2252\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 12/22/2017 3:35 2.7 12:55 4.1 3.3 3:45 4.2 12:50 6.4 5.2 3:45 0.445 12:50 1.258 0.759 0.759 0.10 12/23/2017 5:20 2.7 12:40 3.7 3.2 4:10 4.0 11:20 5.7 5.0 4:10 0.425 11:20 0.954 0.707 0.707 0.00 12/24/2017 4:40 2.6 12:05 3.9 3.3 4:30 3.7 12:30 5.6 4.8 4:30 0.370 12:30 1.004 0.696 0.696 0.00 12/25/2017 4:25 2.7 14:10 3.9 3.4 4:30 3.6 14:10 5.6 4.9 4:30 0.392 14:10 1.034 0.750 0.750 0.14 12/26/2017 2:40 3.1 14:20 4.7 3.8 2:40 4.6 14:20 6.3 5.4 2:40 0.599 14:20 1.488 0.961 0.961 0.17 12/27/2017 3:55 3.0 11:10 4.0 3.7 3:55 4.5 11:10 5.7 5.4 3:55 0.573 11:10 1.095 0.927 0.927 0.00 12/28/2017 3:20 3.0 16:05 4.3 3.7 3:20 4.5 16:05 6.0 5.4 3:20 0.562 16:05 1.242 0.934 0.934 0.25 12/29/2017 1:15 3.7 11:05 6.7 4.8 2:45 5.1 12:35 7.6 6.5 2:45 0.869 11:10 2.865 1.643 1.643 1.57 12/30/2017 5:25 3.4 11:25 4.1 3.7 5:30 5.2 10:25 6.4 5.8 5:30 0.782 10:25 1.241 0.994 0.994 0.02 12/31/2017 5:40 3.1 11:05 4.0 3.5 5:25 4.5 11:25 6.0 5.3 5:25 0.593 11:25 1.117 0.844 0.844 0.00 ReportAvg 3.7 5.3 0.921 ReportTotal 9.215 2.25 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 18.00 REN_MH2252\mp1\DFINAL (inches) REN_MH2252\mp1\VFINAL (feet/sec) REN_MH2252\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 1/1/2018 4:55 2.9 12:45 4.0 3.5 6:05 4.0 12:45 5.8 5.0 5:20 0.499 12:45 1.103 0.795 0.795 0.00 1/2/2018 3:45 2.8 19:25 3.8 3.4 3:40 3.9 12:05 5.5 4.8 3:40 0.446 20:40 0.935 0.749 0.749 0.01 1/3/2018 2:15 2.9 20:40 3.9 3.4 2:40 3.9 20:40 5.5 4.8 2:40 0.467 20:40 0.991 0.719 0.719 0.00 1/4/2018 4:00 2.8 18:40 3.8 3.4 5:45 4.2 21:45 5.4 4.8 4:00 0.491 18:35 0.930 0.737 0.737 0.09 1/5/2018 3:00 2.9 10:35 4.1 3.6 2:45 4.0 10:45 5.8 5.1 3:00 0.476 10:45 1.121 0.833 0.833 0.42 1/6/2018 3:35 3.2 11:35 4.4 3.9 4:00 4.4 11:35 6.0 5.5 4:00 0.619 11:35 1.291 0.992 0.992 0.24 1/7/2018 3:35 3.1 20:45 4.7 4.0 3:35 4.6 20:45 6.3 5.6 3:35 0.607 20:45 1.513 1.104 1.104 0.38 1/8/2018 4:00 3.8 8:55 4.8 4.1 4:00 5.4 8:55 6.4 5.8 4:00 0.943 8:55 1.563 1.150 1.150 0.14 1/9/2018 4:00 3.7 8:40 5.1 4.4 4:00 5.3 8:40 6.6 6.0 4:00 0.896 8:40 1.756 1.307 1.307 0.46 1/10/2018 3:45 3.8 7:00 4.6 4.2 3:45 5.5 7:00 6.2 5.9 3:45 0.957 7:00 1.439 1.184 1.184 0.22 1/11/2018 2:50 3.8 13:40 6.4 4.9 2:50 5.4 14:10 7.3 6.4 2:50 0.948 13:40 2.669 1.627 1.627 1.04 1/12/2018 4:10 3.6 8:25 4.8 3.9 2:20 5.1 8:20 6.8 5.8 4:10 0.823 8:20 1.644 1.074 1.074 0.20 1/13/2018 5:10 3.3 11:55 4.2 3.8 5:10 4.8 11:00 6.3 5.5 5:10 0.688 11:50 1.263 0.964 0.964 0.02 1/14/2018 4:40 3.2 10:30 4.2 3.7 4:15 4.4 19:20 6.1 5.3 4:20 0.608 10:30 1.186 0.912 0.912 0.00 1/15/2018 3:30 3.1 19:55 3.9 3.6 2:55 4.3 18:40 5.7 5.2 2:55 0.569 19:50 1.042 0.861 0.861 0.04 1/16/2018 5:05 3.2 7:10 4.0 3.6 0:45 4.5 7:20 5.9 5.2 4:30 0.628 7:20 1.097 0.862 0.862 0.26 1/17/2018 4:05 2.9 18:40 5.1 3.7 4:30 4.0 18:35 6.6 5.3 4:30 0.492 18:35 1.761 0.910 0.910 0.79 1/18/2018 2:45 3.5 7:10 4.9 4.1 2:35 4.8 7:55 6.5 5.7 2:35 0.734 7:30 1.600 1.125 1.125 0.40 1/19/2018 4:05 3.3 9:35 3.9 3.7 2:45 4.7 9:40 6.0 5.5 2:45 0.684 9:40 1.088 0.935 0.935 0.10 1/20/2018 3:20 3.1 11:40 4.1 3.7 2:45 4.7 10:45 6.1 5.3 3:20 0.642 10:45 1.164 0.909 0.909 0.10 1/21/2018 5:45 3.0 17:20 4.7 3.9 3:50 4.4 17:20 6.4 5.5 3:50 0.576 17:20 1.530 1.031 1.031 0.16 1/22/2018 4:20 3.3 7:55 5.3 4.1 4:10 4.6 7:55 6.7 5.7 4:10 0.684 7:55 1.901 1.116 1.116 0.34 1/23/2018 3:40 3.2 18:35 5.8 4.5 4:00 4.4 18:35 7.0 6.0 4:15 0.617 18:35 2.247 1.366 1.366 0.79 1/24/2018 3:40 4.5 18:40 5.4 4.9 21:35 6.0 18:40 6.8 6.4 3:40 1.345 18:40 1.986 1.603 1.603 0.51 1/25/2018 23:50 4.0 12:25 5.1 4.3 4:40 5.3 12:25 6.6 5.9 3:55 1.017 12:25 1.750 1.249 1.249 0.14 1/26/2018 3:25 3.5 9:35 4.8 4.0 3:00 4.8 9:35 6.5 5.6 3:15 0.765 9:35 1.574 1.076 1.076 0.36 1/27/2018 0:35 3.8 11:45 6.0 4.4 0:30 5.3 11:45 7.2 6.1 0:30 0.942 11:45 2.384 1.336 1.336 0.61 1/28/2018 6:40 3.7 10:40 4.4 4.0 4:35 5.0 12:15 6.3 5.7 5:40 0.844 12:15 1.368 1.099 1.099 0.07 1/29/2018 4:05 3.3 16:40 6.5 4.4 3:40 4.7 15:15 7.5 6.1 3:40 0.668 16:35 2.735 1.392 1.392 0.90 1/30/2018 23:55 3.6 8:40 4.7 4.0 23:45 5.0 8:35 6.6 5.8 23:50 0.825 8:35 1.571 1.102 1.102 0.00 1/31/2018 3:35 3.3 8:55 4.2 3.7 2:45 4.7 8:55 6.4 5.6 3:35 0.671 8:55 1.304 0.932 0.932 0.00 ReportAvg 4.0 5.6 1.066 ReportTotal 33.05 8.79 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 18.00 REN_MH2252\mp1\DFINAL (inches) REN_MH2252\mp1\VFINAL (feet/sec) REN_MH2252\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 2/1/2018 3:40 3.0 3:35 4.6 3.6 2:45 4.5 21:05 6.5 5.7 3:40 0.569 3:35 1.467 0.946 0.946 0.66 2/2/2018 4:15 3.3 8:50 4.1 3.7 2:55 5.0 6:55 6.4 5.9 2:55 0.745 8:45 1.250 1.000 1.000 0.04 2/3/2018 5:25 3.1 12:50 4.1 3.6 3:30 4.9 9:45 6.4 5.8 5:15 0.638 12:50 1.223 0.949 0.949 0.31 2/4/2018 5:55 3.1 13:20 4.1 3.6 5:00 5.0 11:00 6.3 5.7 5:00 0.639 13:15 1.232 0.936 0.936 0.02 2/5/2018 3:45 2.9 15:20 3.9 3.4 1:50 4.8 12:45 6.1 5.6 4:35 0.596 15:20 1.083 0.852 0.852 0.04 2/6/2018 3:20 2.8 21:00 3.8 3.4 3:15 4.6 19:25 5.9 5.3 3:15 0.526 19:25 1.011 0.805 0.805 0.00 2/7/2018 2:55 2.8 21:00 4.0 3.4 1:45 4.3 6:50 5.7 5.1 1:45 0.513 21:05 1.053 0.789 0.789 0.00 2/8/2018 3:15 2.8 20:55 4.0 3.5 2:25 4.2 20:55 5.7 5.1 3:25 0.486 20:55 1.102 0.805 0.805 0.09 2/9/2018 4:35 3.1 12:35 4.0 3.6 4:40 4.2 12:35 5.7 5.2 4:40 0.540 12:35 1.100 0.856 0.856 0.01 2/10/2018 6:45 3.1 11:45 4.2 3.7 7:10 4.4 11:45 5.9 5.3 6:45 0.601 11:45 1.219 0.894 0.894 0.01 2/11/2018 6:40 3.0 11:20 4.2 3.6 6:45 4.1 11:20 5.9 5.2 6:45 0.530 11:20 1.191 0.875 0.875 0.00 2/12/2018 3:45 3.0 20:30 3.7 3.4 0:30 4.3 19:35 5.4 4.8 3:45 0.560 19:35 0.919 0.720 0.720 0.00 2/13/2018 4:25 2.7 17:50 3.7 3.3 4:35 3.7 17:25 5.2 4.7 4:35 0.410 17:55 0.875 0.670 0.670 0.17 2/14/2018 4:15 2.8 19:50 3.7 3.4 4:35 3.9 21:20 5.4 4.8 4:10 0.458 21:20 0.922 0.714 0.714 0.15 2/15/2018 3:30 2.8 14:15 3.9 3.3 4:35 3.8 14:10 5.7 4.7 4:35 0.445 14:10 1.023 0.684 0.684 0.00 2/16/2018 2:15 2.6 20:00 3.5 3.2 1:25 3.7 8:25 5.2 4.6 2:10 0.387 20:10 0.814 0.648 0.648 0.15 2/17/2018 2:50 2.6 12:15 4.4 3.6 2:55 3.6 12:15 6.1 5.1 2:55 0.374 12:15 1.319 0.834 0.834 0.32 2/18/2018 5:15 2.7 10:45 3.9 3.4 5:35 3.7 11:25 5.5 4.8 5:05 0.404 11:25 0.974 0.717 0.717 0.01 2/19/2018 3:35 2.6 20:00 3.8 3.3 3:35 3.5 12:25 5.3 4.7 3:35 0.369 12:25 0.894 0.685 0.685 0.00 2/20/2018 4:35 2.7 20:40 3.7 3.2 3:50 3.6 20:45 5.4 4.6 3:50 0.388 20:45 0.923 0.651 0.651 0.00 2/21/2018 4:55 2.8 19:45 3.8 3.3 5:25 3.8 19:45 5.5 4.8 4:45 0.438 19:45 0.958 0.709 0.709 0.00 2/22/2018 4:50 2.9 19:00 3.6 3.3 4:50 4.0 19:00 5.2 4.8 4:50 0.473 19:00 0.838 0.699 0.699 0.07 2/23/2018 5:30 2.8 10:10 3.6 3.2 1:05 3.7 10:10 5.2 4.7 5:30 0.418 10:10 0.831 0.666 0.666 0.01 2/24/2018 3:35 2.7 11:55 3.9 3.3 3:25 3.7 11:55 5.6 4.8 3:25 0.405 11:55 1.038 0.719 0.719 0.13 2/25/2018 2:05 2.8 11:00 3.9 3.4 3:20 3.9 11:00 5.6 4.9 3:20 0.448 11:00 1.019 0.763 0.763 0.11 2/26/2018 1:20 2.8 20:05 3.7 3.2 1:35 3.8 20:05 5.3 4.6 1:35 0.424 20:05 0.902 0.652 0.652 0.00 2/27/2018 4:00 2.7 20:30 3.8 3.2 1:25 3.8 20:25 5.5 4.7 5:05 0.426 20:25 0.959 0.660 0.660 0.19 2/28/2018 5:10 2.7 18:55 4.0 3.3 5:10 3.8 18:55 5.6 4.8 5:10 0.411 18:55 1.053 0.708 0.708 0.35 ReportAvg 3.4 5.0 0.772 ReportTotal 21.61 2.84 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 18.00 REN_MH2252\mp1\DFINAL (inches) REN_MH2252\mp1\VFINAL (feet/sec) REN_MH2252\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 3/1/2018 4:30 2.7 19:25 3.6 3.2 4:25 3.7 19:50 5.3 4.6 4:25 0.400 19:50 0.846 0.645 0.645 0.01 3/2/2018 3:30 2.7 8:10 3.6 3.3 1:55 3.6 7:45 5.2 4.6 1:55 0.383 8:10 0.811 0.653 0.653 0.07 3/3/2018 4:15 2.6 10:55 3.8 3.2 4:05 3.5 11:20 5.4 4.6 4:05 0.356 11:20 0.945 0.655 0.655 0.00 3/4/2018 3:45 2.6 11:35 3.8 3.3 3:50 3.5 11:10 5.5 4.7 3:50 0.362 11:10 0.960 0.702 0.702 0.12 3/5/2018 2:25 2.7 20:15 3.7 3.2 2:05 3.7 20:20 5.3 4.6 2:05 0.388 20:20 0.871 0.648 0.648 0.00 3/6/2018 1:35 2.7 20:30 3.7 3.2 1:15 3.6 20:35 5.3 4.6 1:15 0.395 20:35 0.897 0.638 0.638 0.00 3/7/2018 5:15 2.7 16:35 4.9 3.2 1:35 3.8 16:35 6.4 4.7 1:35 0.413 16:35 1.602 0.662 0.662 0.03 3/8/2018 4:55 2.7 21:30 4.4 3.3 3:40 3.7 21:10 5.8 4.7 3:40 0.414 21:30 1.241 0.690 0.690 0.37 3/9/2018 4:40 2.7 12:05 3.6 3.3 5:05 3.7 12:10 5.2 4.6 4:40 0.410 12:10 0.824 0.655 0.655 0.00 3/10/2018 4:25 2.6 11:35 3.8 3.2 4:20 3.5 11:40 5.4 4.6 4:20 0.348 11:40 0.938 0.643 0.643 0.00 3/11/2018 4:15 2.6 11:15 3.8 3.3 2:55 3.5 11:15 5.4 4.7 4:15 0.364 11:15 0.938 0.675 0.675 0.00 3/12/2018 4:00 2.6 10:00 3.9 3.2 4:05 3.5 10:05 5.6 4.7 4:05 0.366 10:05 1.017 0.670 0.670 0.00 3/13/2018 4:05 2.7 18:45 3.9 3.3 1:30 3.8 18:45 5.6 4.7 4:20 0.421 18:45 1.019 0.686 0.686 0.31 3/14/2018 2:55 2.7 19:40 3.7 3.3 3:50 3.7 19:40 5.4 4.7 3:40 0.394 19:40 0.930 0.680 0.680 0.04 3/15/2018 3:40 2.7 19:45 3.6 3.2 3:45 3.6 19:40 5.3 4.6 3:45 0.375 19:40 0.866 0.633 0.633 0.00 3/16/2018 2:50 2.6 8:55 3.5 3.2 3:15 3.6 8:55 5.2 4.5 3:15 0.366 8:55 0.820 0.621 0.621 0.00 3/17/2018 5:05 2.5 10:05 3.8 3.2 3:45 3.4 10:05 5.5 4.6 3:45 0.339 10:05 0.985 0.665 0.665 0.00 3/18/2018 1:45 2.6 11:10 3.8 3.3 5:15 3.5 11:10 5.5 4.7 5:15 0.365 11:10 0.986 0.694 0.694 0.00 3/19/2018 3:25 2.7 8:55 3.9 3.2 0:55 3.6 9:00 5.5 4.6 0:55 0.380 9:00 0.981 0.636 0.636 0.00 3/20/2018 2:45 2.5 20:10 3.7 3.2 2:15 3.5 20:10 5.4 4.6 2:15 0.355 20:10 0.926 0.637 0.637 0.00 3/21/2018 4:00 2.7 19:25 3.6 3.2 2:35 3.7 19:20 5.3 4.6 2:35 0.396 19:20 0.865 0.649 0.649 0.10 3/22/2018 4:20 2.7 7:30 4.0 3.3 4:15 3.7 7:45 5.6 4.8 4:15 0.398 7:45 1.020 0.721 0.721 0.48 3/23/2018 4:00 2.7 9:45 4.1 3.4 4:10 3.7 9:40 5.8 4.8 4:10 0.407 9:40 1.124 0.734 0.734 0.31 3/24/2018 3:00 2.7 10:10 3.9 3.4 2:30 3.7 10:30 5.5 4.7 2:55 0.397 10:10 0.986 0.709 0.709 0.28 3/25/2018 3:50 2.6 9:40 3.8 3.3 3:40 3.5 11:40 5.4 4.6 3:45 0.350 11:40 0.926 0.679 0.679 0.01 3/26/2018 3:05 2.5 19:20 3.7 3.3 2:35 3.4 19:30 5.4 4.6 2:35 0.341 19:30 0.905 0.666 0.666 0.17 3/27/2018 3:05 2.5 20:05 3.6 3.2 2:15 3.5 19:55 5.3 4.5 2:15 0.347 19:55 0.872 0.621 0.621 0.02 3/28/2018 1:50 2.5 19:55 3.7 3.2 1:50 3.4 20:00 5.3 4.5 1:50 0.335 20:00 0.895 0.615 0.615 0.01 3/29/2018 3:20 2.6 19:50 3.7 3.2 3:00 3.5 19:50 5.4 4.5 3:00 0.357 19:50 0.914 0.633 0.633 0.00 3/30/2018 3:50 2.5 18:35 3.5 3.1 2:40 3.5 18:35 5.1 4.5 2:45 0.346 18:35 0.785 0.604 0.604 0.00 3/31/2018 3:25 2.5 10:30 3.8 3.2 3:30 3.4 10:30 5.5 4.6 3:30 0.326 10:30 0.977 0.650 0.650 0.00 ReportAvg 3.2 4.6 0.660 ReportTotal 20.47 2.33 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 18.00 REN_MH2252\mp1\DFINAL (inches) REN_MH2252\mp1\VFINAL (feet/sec) REN_MH2252\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 4/1/2018 5:15 2.5 10:10 3.9 3.2 5:55 3.4 10:10 5.5 4.7 5:55 0.341 10:10 0.992 0.675 0.675 0.10 4/2/2018 2:20 2.6 20:10 3.6 3.2 4:30 3.6 20:10 5.3 4.6 4:30 0.377 20:10 0.874 0.621 0.621 0.00 4/3/2018 2:20 2.6 20:25 3.7 3.2 4:15 3.5 20:25 5.4 4.6 4:15 0.350 20:25 0.919 0.631 0.631 0.00 4/4/2018 2:15 2.6 18:30 3.9 3.4 3:40 3.5 18:30 5.6 4.9 3:40 0.371 18:30 1.010 0.752 0.752 0.39 4/5/2018 2:15 2.7 18:50 4.1 3.4 2:15 3.8 18:50 5.8 4.9 2:15 0.408 18:50 1.119 0.745 0.745 0.25 4/6/2018 4:30 2.8 14:30 3.5 3.3 3:55 4.1 14:30 5.2 4.8 4:30 0.474 14:30 0.822 0.699 0.699 0.00 4/7/2018 2:40 2.7 8:40 4.8 3.9 2:45 3.8 8:40 6.4 5.4 2:45 0.409 8:40 1.569 1.013 1.013 0.88 4/8/2018 2:55 3.1 9:40 4.5 3.8 3:00 4.3 10:35 6.2 5.4 3:00 0.568 10:35 1.384 0.961 0.961 0.45 4/9/2018 2:45 3.0 6:35 3.8 3.4 23:50 4.1 19:40 5.4 4.8 3:50 0.508 6:35 0.922 0.737 0.737 0.00 4/10/2018 3:00 2.8 8:20 3.7 3.4 2:15 3.8 19:45 5.4 4.8 2:40 0.441 8:20 0.917 0.722 0.722 0.23 4/11/2018 2:35 2.7 19:35 3.9 3.4 2:35 3.7 19:25 5.5 4.7 2:35 0.401 19:35 0.971 0.703 0.703 0.31 4/12/2018 2:00 2.8 19:50 3.7 3.4 2:40 3.9 20:05 5.3 4.8 2:40 0.451 19:40 0.887 0.705 0.705 0.11 4/13/2018 1:30 2.8 15:10 4.3 3.6 1:10 3.7 19:20 5.9 5.0 1:10 0.419 15:10 1.211 0.826 0.826 0.51 4/14/2018 3:10 3.5 19:25 5.6 4.6 4:50 4.8 19:25 7.0 6.0 4:50 0.756 19:25 2.121 1.437 1.437 1.52 4/15/2018 23:55 3.9 9:30 5.3 4.8 23:15 5.3 8:50 6.8 6.2 23:55 0.998 10:25 1.860 1.545 1.545 0.21 4/16/2018 3:20 3.6 19:35 5.1 4.4 4:20 5.0 20:25 6.7 6.0 4:00 0.851 19:35 1.744 1.302 1.302 0.71 4/17/2018 23:50 3.5 7:20 4.7 4.1 22:35 5.0 7:35 6.4 5.6 23:50 0.774 7:35 1.517 1.078 1.078 0.01 4/18/2018 23:55 3.1 8:45 4.3 3.7 23:50 4.3 8:45 6.1 5.2 23:50 0.581 8:45 1.298 0.890 0.890 0.12 4/19/2018 23:55 3.0 7:15 4.3 3.5 1:40 4.1 7:10 6.4 5.0 1:40 0.515 7:10 1.312 0.786 0.786 0.00 4/20/2018 2:50 2.7 10:10 4.2 3.3 1:55 3.9 9:40 6.0 4.8 1:55 0.430 9:55 1.218 0.708 0.708 0.00 4/21/2018 3:50 2.7 9:10 3.8 3.3 3:35 3.9 10:20 5.5 4.8 3:35 0.414 9:35 0.971 0.701 0.701 0.05 4/22/2018 3:05 2.7 11:05 3.8 3.3 5:05 3.9 8:40 5.5 4.8 5:05 0.417 10:55 0.946 0.704 0.704 0.00 ReportAvg 3.6 5.1 0.861 ReportTotal 18.94 5.85 AGENDA ITEM #6. o)   REN_MH2999    Located At:      3431 Shattuck Ave S (see attached site report for details)  Monitoring Period:      December 22, 2017 – April 22, 2018  Pipe Dimensions:        8”   Finalized Silt Level:       0 mm    Site Data Characteristics:  This site is located in a sanitary sewer pipe.  The scattergraph indicates site  operated in free flow conditions.   The site did not surcharge during the monitoring period.   The dry  weather data plots above the Froude =1 curve indicating supercritical flow.      Site Data Bias & Editing:  The depth and velocity measurements recorded by the flow monitor were  consistent with field confirmations conducted to date and supported the relative accuracy of the flow  monitor at this location.  The finalized depth data utilized the upward ultrasonic sensor.     Site Data Uptime:  The data uptime achieved during the monitoring period is provided in the table  below. Based upon the quality and consistency of the observed flow depth and velocity data, the  Continuity equation was used to calculate the flow rate for the monitoring period.     Entity Percentage Uptime  Raw  Percentage Uptime  Final  Depth (in) 100% 100%  Velocity (f/s) 100% 100%  Quantity (mgd) 100% 100%      Site Data Summary:  The average flow depth, velocity, and quantity data observed during the  monitoring period along with observed minimum and maximum data, are provided in the following  table. The minimum and maximum rates recorded in the tables are based on 5‐minute data intervals.        Item Depth (in) Velocity (f/s) Quantity (mgd) % Full  Minimum  1.28 3.51 0.087  16%  Maximum  3.28  7.12 0.609 41%   Average 1.81 5.58 0.218  23%                        AGENDA ITEM #6. o) Latitude: 47.448386° Longitude:-122.212824° Site Sketch Plan View or Photo Additional Site Info. / Comments: Traffic control required. Fast, low flow Good Antenna Location Communication Information: Active Drop Connections Air Quality: Communication Type Normal 22275.11.325 ADS Project Name: ADS Project Number: Renton.Carollo.I&I.WA17 Manhole Cover Manhole Frame Manhole Material: Manhole Diameter (Approx.): Manhole Depth (Approx. FT):Manhole Configuration Concrete Wireless Pipe Material Located in roadway at end of residential neighborhood. Sensors / Devices: 8.00'' x 8.00'' 0.25" Manhole / Pipe Information: Installation Type: Pressure Sensor Range (psi) Confirmation Time: Site Sketch Profile View or Photo Pipe Size (H x W) Topside / Area Photo Peak Combo (CS4), Smart Depth (CS5) Pipe Size (HxW) 9:22:00 AM Monitoring Location (Sensors): Depth of Flow (Wet DOF) (in)Range (Air DOF) (in) ~2.63'' Velocity Sensor Offset (in) ~7.5 FPS Temporary 8.00'' x 8.00'' REN_MH2999 Access Traffic TRITON+ System Characteristics Location Type Pipe Shape Renton.Carollo.I&I.WA17 Medium Drive Site Access Details: Site Address /Location: Site Name 3431 Shattuck Ave S 0 - 5 psi Installation Information Circular Monitor Series Monitor Location: Doppler Standard Ring and Crank Manhole # Installation Date: 12.19.17 Upstream 0-5 FT Manhole MH2999 Other Map Flow Monitoring Site Report 0 Downlooker Physical Offset (in)Measurement Confidence (in) 1.25'' Peak Velocity (fps) Silt (in) ~8' Installation Confirmation: Manhole Opening Diameter (in) Silt Type Hydraulic Comments: Pipe Condition: Single Good Manhole Pick / Vent Hole Manhole Condition: No Concrete 20'' NormalUnbolted 20'' AGENDA ITEM #6. o) Additional Photos Flow Direction Monitoring Point Top Down Location Location Upstream Downstream Side Inlet AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH2999\mp1\DFINAL (inches) REN_MH2999\mp1\VFINAL (feet/sec) REN_MH2999\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 12/22/2017 1:20 1.6 13:25 2.2 1.8 3:00 5.1 9:35 6.8 5.9 1:20 0.171 11:30 0.335 0.232 0.232 0.10 12/23/2017 5:25 1.5 9:55 2.1 1.8 5:25 5.0 11:05 6.5 5.7 5:25 0.147 9:55 0.310 0.211 0.211 0.00 12/24/2017 5:10 1.4 10:45 2.2 1.8 3:40 4.8 10:45 6.5 5.7 5:05 0.136 10:45 0.326 0.210 0.210 0.00 12/25/2017 5:45 1.5 12:10 2.2 1.8 5:45 4.8 12:10 6.4 5.6 5:45 0.136 12:10 0.317 0.209 0.209 0.14 12/26/2017 4:35 1.4 18:30 2.2 1.8 4:35 4.7 13:00 6.3 5.4 4:35 0.130 18:30 0.314 0.204 0.204 0.17 12/27/2017 3:55 1.4 19:50 2.1 1.7 3:05 4.6 19:50 6.3 5.4 4:00 0.128 19:50 0.291 0.195 0.195 0.00 12/28/2017 2:15 1.4 9:45 2.1 1.8 4:10 4.6 20:10 6.2 5.5 4:10 0.127 20:10 0.288 0.204 0.204 0.25 12/29/2017 0:45 1.7 10:40 3.3 2.4 1:05 5.1 11:55 7.1 6.4 1:05 0.185 10:40 0.609 0.383 0.383 1.57 12/30/2017 23:35 1.9 0:25 2.6 2.1 5:30 5.8 16:55 6.7 6.2 23:35 0.250 12:05 0.401 0.298 0.298 0.02 12/31/2017 3:05 1.8 10:40 2.4 2.0 5:05 5.4 10:40 6.6 6.0 5:20 0.206 10:40 0.371 0.260 0.260 0.00 ReportAvg 1.9 5.8 0.241 ReportTotal 2.407 2.25 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH2999\mp1\DFINAL (inches) REN_MH2999\mp1\VFINAL (feet/sec) REN_MH2999\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 1/1/2018 6:35 1.6 10:30 2.4 1.9 6:05 5.1 11:25 6.8 5.9 7:20 0.171 10:30 0.381 0.238 0.238 0.00 1/2/2018 2:50 1.5 6:55 2.1 1.8 1:50 4.9 6:55 6.4 5.7 2:50 0.147 6:55 0.296 0.215 0.215 0.01 1/3/2018 2:50 1.5 18:45 2.1 1.8 23:00 4.9 18:45 6.4 5.6 2:40 0.141 18:45 0.292 0.206 0.206 0.00 1/4/2018 3:35 1.4 9:55 2.1 1.7 3:50 4.6 8:35 6.4 5.4 3:50 0.129 9:55 0.292 0.192 0.192 0.09 1/5/2018 2:10 1.5 20:05 2.2 1.8 4:05 4.6 16:05 6.3 5.5 2:20 0.134 20:05 0.312 0.221 0.221 0.42 1/6/2018 2:50 1.6 11:05 2.4 2.0 3:00 4.9 9:15 6.3 5.7 2:50 0.157 11:05 0.359 0.247 0.247 0.24 1/7/2018 3:10 1.6 12:15 2.5 2.0 4:25 4.9 10:20 6.6 5.7 5:10 0.154 12:15 0.393 0.249 0.249 0.38 1/8/2018 2:40 1.7 8:45 2.3 2.0 2:35 5.0 11:45 6.4 5.8 2:35 0.179 8:45 0.345 0.254 0.254 0.14 1/9/2018 3:25 1.8 6:55 2.4 2.0 3:30 5.3 6:55 6.4 5.9 3:30 0.209 6:55 0.362 0.268 0.268 0.46 1/10/2018 4:10 1.7 22:35 2.2 2.0 2:50 5.1 9:20 6.3 5.7 2:55 0.181 22:35 0.318 0.247 0.247 0.22 1/11/2018 2:40 1.7 15:10 3.0 2.3 2:10 5.2 13:05 6.7 6.1 2:35 0.181 15:10 0.515 0.331 0.331 1.04 1/12/2018 23:55 2.0 19:10 2.7 2.2 2:40 5.6 19:55 6.5 6.0 23:55 0.261 19:10 0.421 0.302 0.302 0.20 1/13/2018 4:25 1.9 11:35 2.4 2.1 4:10 5.3 12:25 6.5 5.9 4:25 0.221 12:25 0.372 0.277 0.277 0.02 1/14/2018 5:50 1.7 10:05 2.5 2.0 2:50 5.0 10:05 6.5 5.7 5:50 0.176 10:05 0.392 0.254 0.254 0.00 1/15/2018 4:05 1.6 19:40 2.2 1.9 1:55 4.8 19:40 6.4 5.6 2:50 0.155 19:40 0.320 0.232 0.232 0.04 1/16/2018 3:35 1.6 20:45 2.2 1.9 3:35 4.8 7:15 6.3 5.6 3:35 0.155 20:45 0.318 0.232 0.232 0.26 1/17/2018 3:40 1.6 19:05 2.8 2.0 3:10 4.6 19:05 6.6 5.6 3:10 0.148 19:05 0.462 0.246 0.246 0.79 1/18/2018 1:30 1.9 9:00 2.7 2.2 1:55 5.3 9:00 6.4 6.0 1:35 0.229 9:00 0.421 0.297 0.297 0.40 1/19/2018 3:20 1.9 8:30 2.5 2.1 3:15 5.1 18:45 6.5 5.8 3:15 0.205 18:45 0.381 0.267 0.267 0.10 1/20/2018 3:10 1.7 10:30 2.4 2.0 2:15 4.9 10:30 6.3 5.6 3:10 0.180 10:30 0.349 0.253 0.253 0.10 1/21/2018 6:00 1.6 9:45 2.4 2.0 4:20 4.8 11:35 6.4 5.6 2:50 0.161 9:45 0.364 0.249 0.249 0.16 1/22/2018 2:20 1.6 10:40 2.5 2.0 4:30 4.8 7:45 6.4 5.7 2:20 0.162 10:40 0.373 0.255 0.255 0.34 1/23/2018 2:15 1.7 18:45 2.7 2.1 3:55 4.8 20:10 6.5 5.8 3:55 0.165 18:45 0.419 0.274 0.274 0.79 1/24/2018 4:30 2.0 6:30 2.7 2.2 3:20 5.6 19:25 6.6 6.2 4:30 0.258 6:30 0.443 0.314 0.314 0.51 1/25/2018 2:45 2.0 20:35 2.6 2.1 3:35 5.6 20:35 6.6 6.1 2:40 0.250 20:35 0.425 0.294 0.294 0.14 1/26/2018 4:30 1.9 23:20 2.4 2.1 3:10 5.4 13:00 6.5 6.0 3:35 0.218 23:20 0.374 0.277 0.277 0.36 1/27/2018 0:05 2.0 10:50 2.6 2.2 0:10 5.9 20:55 6.9 6.4 0:10 0.261 10:50 0.440 0.323 0.323 0.61 1/28/2018 5:20 1.9 10:05 2.5 2.0 5:30 5.7 10:05 6.7 6.2 5:20 0.236 10:05 0.398 0.282 0.282 0.07 1/29/2018 2:45 1.8 16:50 3.0 2.2 3:15 5.3 18:05 7.1 6.3 3:15 0.204 16:55 0.540 0.317 0.317 0.90 1/30/2018 23:35 1.9 16:20 2.4 2.0 23:15 6.0 22:35 6.8 6.3 23:30 0.243 16:20 0.389 0.287 0.287 0.00 1/31/2018 4:00 1.8 6:30 2.3 1.9 3:30 5.4 6:30 6.7 6.0 3:45 0.200 6:30 0.363 0.249 0.249 0.00 ReportAvg 2.0 5.9 0.263 ReportTotal 8.150 8.79 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH2999\mp1\DFINAL (inches) REN_MH2999\mp1\VFINAL (feet/sec) REN_MH2999\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 2/1/2018 3:40 1.7 21:55 2.5 1.9 4:05 5.3 22:50 6.9 6.0 3:40 0.180 21:55 0.400 0.246 0.246 0.66 2/2/2018 3:00 1.8 8:15 2.4 2.0 23:00 5.8 11:00 6.8 6.2 3:00 0.223 8:15 0.373 0.265 0.265 0.04 2/3/2018 3:45 1.7 10:20 2.3 1.9 4:10 5.3 12:55 6.7 6.0 4:10 0.187 10:20 0.352 0.249 0.249 0.31 2/4/2018 3:50 1.7 20:35 2.3 1.9 4:30 5.3 11:05 6.7 6.0 3:05 0.186 20:35 0.352 0.247 0.247 0.02 2/5/2018 3:40 1.6 20:55 2.3 1.8 2:50 5.0 12:55 6.6 5.8 3:15 0.164 20:55 0.338 0.224 0.224 0.04 2/6/2018 3:30 1.6 17:50 2.1 1.8 1:45 4.9 17:50 6.5 5.7 1:45 0.160 17:50 0.307 0.217 0.217 0.00 2/7/2018 2:45 1.5 10:25 2.2 1.8 3:30 4.8 10:25 6.5 5.6 3:00 0.147 10:25 0.330 0.209 0.209 0.00 2/8/2018 2:40 1.5 18:20 2.1 1.7 2:45 4.7 18:20 6.4 5.5 2:45 0.136 18:20 0.300 0.197 0.197 0.09 2/9/2018 3:20 1.4 8:55 2.0 1.7 2:15 4.8 8:00 6.3 5.5 3:15 0.132 8:55 0.270 0.194 0.194 0.01 2/10/2018 4:00 1.4 10:25 2.1 1.7 5:20 4.8 10:20 6.4 5.5 3:55 0.130 10:25 0.298 0.194 0.194 0.01 2/11/2018 5:20 1.4 13:50 2.1 1.7 3:15 4.6 16:50 6.3 5.5 5:05 0.125 13:50 0.291 0.197 0.197 0.00 2/12/2018 3:30 1.4 8:55 2.0 1.6 2:20 4.4 21:30 6.2 5.3 4:25 0.118 8:55 0.275 0.178 0.178 0.00 2/13/2018 3:05 1.4 20:55 1.9 1.6 4:30 4.3 20:55 6.2 5.3 2:50 0.111 20:55 0.253 0.173 0.173 0.17 2/14/2018 4:35 1.4 7:35 2.0 1.7 4:30 4.6 7:35 6.3 5.4 4:35 0.124 7:35 0.277 0.189 0.189 0.15 2/15/2018 2:55 1.4 21:20 1.9 1.6 2:45 4.4 21:20 6.2 5.3 2:50 0.115 21:20 0.256 0.178 0.178 0.00 2/16/2018 2:55 1.4 10:00 2.0 1.7 1:20 4.5 17:35 6.3 5.3 1:20 0.119 10:00 0.272 0.181 0.181 0.15 2/17/2018 3:25 1.4 10:45 2.2 1.8 3:25 4.5 11:30 6.6 5.6 3:25 0.117 10:45 0.328 0.211 0.211 0.32 2/18/2018 5:00 1.5 9:25 2.1 1.8 5:00 4.9 9:25 6.3 5.6 5:00 0.139 9:25 0.296 0.206 0.206 0.01 2/19/2018 2:55 1.4 21:25 2.0 1.7 2:55 4.7 21:25 6.3 5.4 2:55 0.127 21:25 0.286 0.191 0.191 0.00 2/20/2018 3:35 1.4 19:45 1.9 1.7 3:35 4.5 21:00 6.3 5.4 3:35 0.120 19:45 0.260 0.183 0.183 0.00 2/21/2018 3:15 1.4 21:25 1.9 1.6 4:05 4.3 21:25 6.2 5.3 3:10 0.114 21:25 0.260 0.177 0.177 0.00 2/22/2018 3:00 1.4 17:35 2.0 1.6 3:45 4.4 20:05 6.2 5.2 2:50 0.114 17:35 0.277 0.177 0.177 0.07 2/23/2018 3:15 1.4 22:45 2.0 1.6 3:25 4.2 9:10 6.0 5.2 3:25 0.109 22:50 0.267 0.170 0.170 0.01 2/24/2018 5:00 1.4 10:10 2.1 1.7 4:45 4.2 10:15 6.2 5.2 4:45 0.111 10:10 0.293 0.177 0.177 0.13 2/25/2018 4:40 1.4 9:50 2.1 1.7 3:15 4.3 14:10 6.2 5.4 3:15 0.115 9:50 0.294 0.193 0.193 0.11 2/26/2018 4:05 1.4 21:10 2.0 1.6 4:10 4.3 19:40 6.1 5.2 4:10 0.111 21:10 0.264 0.174 0.174 0.00 2/27/2018 2:40 1.3 20:35 2.0 1.6 2:15 4.2 7:45 6.1 5.2 2:40 0.101 20:35 0.264 0.168 0.168 0.19 2/28/2018 3:40 1.4 19:05 2.1 1.7 4:15 4.1 19:05 6.3 5.3 3:35 0.106 19:05 0.297 0.181 0.181 0.35 ReportAvg 1.7 5.5 0.198 ReportTotal 5.546 2.84 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH2999\mp1\DFINAL (inches) REN_MH2999\mp1\VFINAL (feet/sec) REN_MH2999\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 3/1/2018 3:50 1.4 21:20 2.0 1.7 3:05 4.5 21:20 6.2 5.3 2:55 0.124 21:20 0.278 0.186 0.186 0.01 3/2/2018 2:00 1.4 7:40 2.0 1.7 1:30 4.5 8:55 6.2 5.4 1:30 0.122 7:40 0.273 0.194 0.194 0.07 3/3/2018 3:30 1.4 9:15 2.1 1.7 3:20 4.5 9:20 6.2 5.4 3:20 0.122 9:20 0.298 0.190 0.190 0.00 3/4/2018 4:20 1.4 9:50 2.1 1.7 2:35 4.3 13:20 6.2 5.4 2:35 0.116 9:50 0.294 0.196 0.196 0.12 3/5/2018 3:50 1.4 9:40 2.1 1.7 2:30 4.4 19:55 6.1 5.3 3:50 0.116 9:40 0.281 0.188 0.188 0.00 3/6/2018 3:10 1.4 18:15 2.1 1.6 1:40 4.3 19:55 6.1 5.2 2:45 0.112 18:15 0.285 0.174 0.174 0.00 3/7/2018 2:40 1.4 9:00 2.1 1.6 2:30 4.2 7:40 6.1 5.2 2:30 0.109 9:00 0.279 0.174 0.174 0.03 3/8/2018 2:30 1.4 21:05 2.1 1.7 2:30 4.1 21:10 6.1 5.2 2:30 0.104 21:05 0.290 0.179 0.179 0.37 3/9/2018 3:25 1.4 9:20 2.1 1.7 3:15 4.4 18:50 6.1 5.2 3:15 0.117 18:50 0.286 0.179 0.179 0.00 3/10/2018 3:00 1.4 11:35 2.2 1.7 2:45 4.1 8:40 6.1 5.2 2:45 0.107 11:40 0.292 0.182 0.182 0.00 3/11/2018 2:20 1.4 10:10 2.2 1.7 2:10 4.0 19:05 6.0 5.1 2:10 0.103 21:35 0.293 0.179 0.179 0.00 3/12/2018 2:40 1.4 20:00 2.1 1.6 1:55 3.9 20:00 6.0 5.1 1:55 0.099 20:00 0.278 0.167 0.167 0.00 3/13/2018 2:10 1.4 18:50 2.2 1.6 1:20 4.0 18:00 6.2 5.1 1:20 0.105 18:50 0.304 0.174 0.174 0.31 3/14/2018 23:55 1.4 9:25 2.0 1.7 2:05 4.3 5:35 6.1 5.2 2:05 0.117 5:35 0.278 0.177 0.177 0.04 3/15/2018 2:55 1.4 7:50 2.1 1.6 2:30 4.1 19:35 6.1 5.2 2:30 0.107 7:50 0.279 0.173 0.173 0.00 3/16/2018 2:25 1.4 19:35 2.0 1.6 1:10 4.0 19:30 6.0 5.0 1:10 0.102 19:35 0.271 0.163 0.163 0.00 3/17/2018 3:20 1.3 11:20 2.1 1.6 2:25 3.8 8:25 6.1 5.0 2:25 0.096 11:20 0.282 0.165 0.165 0.00 3/18/2018 3:10 1.3 18:05 2.1 1.6 4:25 3.7 9:40 6.1 5.0 3:10 0.094 18:05 0.286 0.168 0.168 0.00 3/19/2018 2:00 1.3 18:35 2.0 1.6 1:45 3.7 18:35 6.1 4.9 2:00 0.093 18:35 0.278 0.156 0.156 0.00 3/20/2018 2:55 1.3 9:05 2.2 1.6 1:45 3.6 9:05 6.2 5.0 2:15 0.091 9:05 0.306 0.155 0.155 0.00 3/21/2018 2:00 1.3 7:15 2.0 1.5 0:45 3.5 7:15 6.0 4.9 0:45 0.087 7:15 0.259 0.152 0.152 0.10 3/22/2018 2:45 1.3 19:45 2.0 1.6 2:15 3.9 21:00 6.3 5.3 2:15 0.097 19:45 0.270 0.179 0.179 0.48 3/23/2018 2:00 1.4 10:30 2.1 1.7 2:25 4.3 11:20 6.3 5.4 2:25 0.114 10:30 0.296 0.192 0.192 0.31 3/24/2018 2:45 1.4 10:10 2.2 1.8 2:15 4.6 14:10 6.3 5.6 2:15 0.127 10:10 0.317 0.210 0.210 0.28 3/25/2018 2:55 1.4 9:05 2.1 1.7 2:55 4.7 8:15 6.4 5.5 2:55 0.126 9:05 0.311 0.196 0.196 0.01 3/26/2018 2:35 1.4 7:50 2.1 1.7 1:35 4.3 18:50 6.4 5.5 1:35 0.111 7:50 0.304 0.190 0.190 0.17 3/27/2018 2:20 1.4 8:20 2.2 1.7 0:30 4.6 8:20 6.4 5.4 2:05 0.125 8:20 0.314 0.185 0.185 0.02 3/28/2018 2:40 1.4 7:15 1.9 1.6 0:15 4.3 18:10 6.3 5.4 2:40 0.116 7:15 0.250 0.176 0.176 0.01 3/29/2018 2:50 1.4 18:50 2.0 1.6 2:40 4.5 17:35 6.2 5.3 2:40 0.116 18:50 0.275 0.174 0.174 0.00 3/30/2018 2:20 1.3 8:45 2.3 1.6 1:10 4.4 8:45 6.4 5.2 1:55 0.112 8:45 0.347 0.172 0.172 0.00 3/31/2018 3:05 1.4 15:05 2.0 1.6 2:05 4.2 9:45 6.2 5.2 2:05 0.108 15:05 0.276 0.175 0.175 0.00 ReportAvg 1.6 5.2 0.178 ReportTotal 5.518 2.33 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH2999\mp1\DFINAL (inches) REN_MH2999\mp1\VFINAL (feet/sec) REN_MH2999\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 4/1/2018 5:40 1.3 12:35 2.0 1.7 3:25 4.1 12:35 6.2 5.2 3:25 0.104 12:35 0.284 0.179 0.179 0.10 4/2/2018 2:30 1.3 18:30 2.0 1.6 2:30 3.9 20:15 6.2 5.1 2:30 0.096 20:15 0.264 0.167 0.167 0.00 4/3/2018 23:55 1.4 21:05 1.9 1.6 0:35 3.6 19:35 6.1 5.0 0:35 0.102 7:35 0.252 0.164 0.164 0.00 4/4/2018 2:10 1.3 20:10 2.0 1.6 2:00 3.7 18:50 6.2 5.1 2:00 0.091 20:10 0.269 0.168 0.168 0.39 4/5/2018 3:05 1.4 18:45 2.0 1.7 2:00 4.1 19:40 6.3 5.2 2:00 0.107 19:40 0.282 0.178 0.178 0.25 4/6/2018 2:40 1.4 8:40 2.0 1.7 2:35 4.4 8:40 6.2 5.3 2:40 0.122 8:40 0.279 0.182 0.182 0.00 4/7/2018 2:10 1.4 9:05 2.5 1.9 2:00 4.3 9:05 6.6 5.8 2:00 0.114 9:05 0.387 0.240 0.240 0.88 4/8/2018 2:35 1.7 10:50 2.5 2.0 3:00 5.0 7:55 6.8 6.0 3:05 0.172 10:50 0.408 0.260 0.260 0.45 4/9/2018 2:35 1.6 19:40 2.2 1.8 2:35 5.1 18:45 6.7 5.8 2:35 0.169 19:40 0.337 0.230 0.230 0.00 4/10/2018 3:00 1.6 8:30 2.3 1.8 1:20 5.0 8:30 6.7 5.8 3:00 0.160 8:30 0.354 0.223 0.223 0.23 4/11/2018 3:20 1.6 19:20 2.2 1.8 2:50 5.0 19:15 6.7 5.7 3:20 0.155 19:20 0.336 0.216 0.216 0.31 4/12/2018 3:25 1.6 7:40 2.1 1.8 2:00 5.1 7:40 6.5 5.7 2:00 0.163 7:40 0.312 0.218 0.218 0.11 4/13/2018 1:30 1.5 22:45 2.3 1.8 1:45 4.9 22:45 6.5 5.7 1:45 0.148 22:45 0.351 0.224 0.224 0.51 4/14/2018 3:30 1.7 20:40 2.9 2.3 3:25 5.3 21:55 6.9 6.3 3:25 0.195 19:25 0.500 0.340 0.340 1.52 4/15/2018 23:55 1.9 1:00 2.9 2.3 23:40 5.8 9:20 6.9 6.5 23:55 0.249 1:00 0.505 0.349 0.349 0.21 4/16/2018 3:20 1.9 16:35 2.6 2.1 1:45 5.7 16:35 7.0 6.3 3:05 0.230 16:35 0.443 0.300 0.300 0.71 4/17/2018 23:40 1.8 20:45 2.3 2.0 23:20 5.7 6:15 6.8 6.2 23:25 0.220 7:05 0.366 0.276 0.276 0.01 4/18/2018 23:50 1.7 7:30 2.2 1.9 2:25 5.4 20:25 6.6 5.9 23:50 0.195 7:30 0.341 0.244 0.244 0.12 4/19/2018 2:35 1.6 7:35 2.2 1.8 2:00 5.0 7:35 6.6 5.8 2:35 0.166 7:35 0.322 0.223 0.223 0.00 4/20/2018 1:35 1.6 8:35 2.1 1.8 3:40 4.9 7:30 6.3 5.6 3:40 0.155 8:35 0.298 0.213 0.213 0.00 4/21/2018 3:55 1.5 9:15 2.2 1.8 3:55 4.9 9:10 6.4 5.5 3:55 0.149 9:15 0.317 0.212 0.212 0.05 4/22/2018 4:30 1.5 8:55 2.2 1.8 23:50 4.7 17:50 6.3 5.5 4:30 0.138 8:55 0.316 0.210 0.210 0.00 ReportAvg 1.8 5.7 0.228 ReportTotal 5.019 5.85 AGENDA ITEM #6. o)   REN_MH3216    Located At:      West of 4022 Talbot Rd S (see attached site report for details)  Monitoring Period:      December 22, 2017 – April 22, 2018  Pipe Dimensions:        7.38”   Finalized Silt Level:       0 mm    Site Data Characteristics:  This site is located in a sanitary sewer pipe.  The scattergraph indicates site  operated in free flow conditions.   The site did not surcharge during the monitoring period.   The dry  weather data plots below the Froude =1 curve indicating subcritical flow.      Site Data Bias & Editing:  The depth and velocity measurements recorded by the flow monitor were  consistent with field confirmations conducted to date and supported the relative accuracy of the flow  monitor at this location.  The finalized depth data utilized the upward ultrasonic sensor and the pressure  sensor.     Site Data Uptime:  The data uptime achieved during the monitoring period is provided in the table  below. Based upon the quality and consistency of the observed flow depth and velocity data, the  Continuity equation was used to calculate the flow rate for the monitoring period.     Entity Percentage Uptime  Raw  Percentage Uptime  Final  Depth (in) 100% 94%  Velocity (f/s) 100% 94%  Quantity (mgd) 100% 94%      Site Data Summary:  The average flow depth, velocity, and quantity data observed during the  monitoring period along with observed minimum and maximum data, are provided in the following  table. The minimum and maximum rates recorded in the tables are based on 5‐minute data intervals.        Item Depth (in) Velocity (f/s) Quantity (mgd) % Full  Minimum  1.41 0.33 0.011  19%  Maximum  6.76  2.41 0.445 92%   Average 2.55 0.96 0.059  35%                      AGENDA ITEM #6. o) Latitude: 47.444195° Longitude:-122.216122° Pipe Condition: Single Good Manhole Pick / Vent Hole Manhole Condition: No PVC 20'' NormalVented 20'' 0 Downlooker Physical Offset (in)Measurement Confidence (in) 1.38'' Peak Velocity (fps) Silt (in) ~8' Installation Confirmation: Manhole Opening Diameter (in) Silt Type Hydraulic Comments: Renton.Carollo.I&I.WA17 LightDrive Site Access Details: Site Address /Location: Site Name West of 4033 Talbot Rd S, Renton, WA 98055, USA 0 - 5 psi Installation Information Circular Monitor Series Monitor Location: Doppler Special Installation Manhole # Installation Date: 12.14.17 Upstream 0-5 FT Manhole MH5519 Other Map Flow Monitoring Site Report Temporary 10.25'' x 10.25'' REN_MH5519 Access Traffic TRITON+ System Characteristics Location Type Pipe ShapeOff of Talbot Rd, down brush area from parking lot west of Valley Medical Center Sensors / Devices: 10.25'' x 10.25'' 0.25" Manhole / Pipe Information: Installation Type: Pressure Sensor Range (psi) Confirmation Time: Site Sketch Profile View or Photo Pipe Size (H x W) Topside / Area Photo Peak Combo (CS4) Pipe Size (HxW) - Monitoring Location (Sensors): Depth of Flow (Wet DOF) (in)Range (Air DOF) (in) ~2.25'' Velocity Sensor Offset (in) ~6.00 FPS Site Sketch Plan View or Photo Additional Site Info. / Comments: Off trail. Confirmation information available from ADS. Low, fast flow Good Antenna Location Communication Information: Active Drop Connections Air Quality: Communication Type Normal 22275.11.325 ADS Project Name: ADS Project Number: Renton.Carollo.I&I.WA17 Manhole Cover Manhole Frame Manhole Material: Manhole Diameter (Approx.): Manhole Depth (Approx. FT):Manhole Configuration Concrete Wireless Pipe Material AGENDA ITEM #6. o) Additional Photos Flow Direction Monitoring Point Side Inlet Second Side Inlet (usually dry)Top Down Secondary Top Down - Outlet Oriented Location Upstream Downstream AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 7.38 REN_MH3216\mp1\DFINAL (inches) REN_MH3216\mp1\VFINAL (feet/sec) REN_MH3216\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 12/22/2017 3:45 2.1 19:30 4.4 3.0 4:15 0.7 18:20 1.9 1.2 3:45 0.031 19:30 0.218 0.098 0.098 12/23/2017 23:55 2.3 4:50 4.7 4.0 23:15 0.8 4:50 2.1 1.7 23:55 0.040 4:50 0.265 0.182 0.182 12/24/2017 4:10 1.9 13:40 3.2 2.4 3:30 0.6 13:40 1.3 0.9 4:10 0.024 13:40 0.100 0.049 0.049 12/25/2017 4:15 1.8 12:20 3.3 2.3 4:20 0.5 12:20 1.4 0.8 4:20 0.019 12:20 0.120 0.045 0.045 12/26/2017 3:25 1.8 9:40 6.8 3.0 3:50 0.5 9:40 2.4 1.1 3:50 0.016 9:40 0.445 0.095 0.095 12/27/2017 2:00 2.0 16:00 3.7 2.7 4:25 0.3 7:15 1.3 0.8 2:00 0.021 7:15 0.121 0.052 0.052 12/28/2017 3:10 2.2 17:50 3.9 2.8 23:25 0.5 13:25 1.5 0.8 3:10 0.026 13:25 0.144 0.056 0.056 12/29/2017 1:25 2.5 11:05 4.3 3.4 1:20 0.4 12:50 1.2 0.6 1:20 0.024 10:50 0.113 0.057 0.057 12/30/2017 5:05 2.9 13:10 3.8 3.3 20:25 0.4 10:05 0.8 0.6 23:00 0.029 10:00 0.069 0.046 0.046 12/31/2017 3:15 2.8 16:45 3.7 3.2 6:05 0.4 8:45 0.7 0.5 6:05 0.024 8:45 0.069 0.044 0.044 ReportAvg 3.0 0.9 0.072 ReportTotal 0.723 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 7.38 REN_MH3216\mp1\DFINAL (inches) REN_MH3216\mp1\VFINAL (feet/sec) REN_MH3216\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 1/1/2018 6:55 2.7 13:05 3.7 3.1 6:55 0.4 10:25 0.8 0.5 6:55 0.025 10:25 0.066 0.040 0.040 1/2/2018 3:30 2.7 15:40 3.7 3.2 3:50 0.4 9:35 0.9 0.5 3:30 0.025 9:35 0.083 0.044 0.044 1/3/2018 4:25 3.0 12:45 3.6 3.3 2:50 0.3 9:00 0.9 0.6 2:50 0.026 9:00 0.085 0.046 0.027 1/4/2018 -- 1/5/2018 -- 1/6/2018 -- 1/7/2018 -- 1/8/2018 -- 1/9/2018 -- 1/10/2018 -- 1/11/2018 21:15 2.8 11:05 5.5 3.3 10:55 0.5 11:55 1.7 1.2 23:30 0.056 11:55 0.165 0.095 0.054 1/12/2018 2:45 2.5 8:40 4.2 3.2 23:50 0.6 8:40 1.4 0.9 23:50 0.042 8:40 0.156 0.075 0.075 1/13/2018 20:55 2.2 7:00 3.9 2.8 3:55 0.5 12:20 1.6 1.0 3:55 0.034 7:00 0.157 0.065 0.065 1/14/2018 4:50 2.0 9:10 3.5 2.5 6:30 0.6 10:20 1.5 1.0 4:30 0.026 9:10 0.114 0.059 0.059 1/15/2018 4:25 1.9 10:40 3.8 2.8 2:45 0.7 10:40 1.7 1.2 3:00 0.029 10:40 0.173 0.085 0.085 1/16/2018 22:35 2.2 10:55 3.5 2.7 22:35 0.8 12:00 1.7 1.2 22:35 0.041 10:55 0.149 0.080 0.080 1/17/2018 2:40 2.0 18:35 3.7 2.6 3:00 0.7 16:35 1.7 1.1 3:00 0.029 19:05 0.161 0.072 0.072 1/18/2018 2:55 2.3 9:35 3.9 2.8 2:20 0.9 9:35 1.9 1.2 2:40 0.045 9:35 0.191 0.085 0.085 1/19/2018 3:25 2.2 10:10 3.5 2.7 1:15 0.8 14:35 1.7 1.2 1:15 0.038 14:35 0.154 0.076 0.076 1/20/2018 4:15 2.1 10:00 3.7 2.5 0:40 0.7 9:20 1.7 1.1 23:35 0.037 9:20 0.162 0.065 0.065 1/21/2018 5:00 1.9 13:10 3.4 2.6 4:10 0.6 11:55 1.6 1.1 4:10 0.024 11:55 0.132 0.065 0.065 1/22/2018 3:10 2.1 9:30 3.5 2.7 2:15 0.7 9:30 1.6 1.1 2:15 0.033 9:30 0.150 0.073 0.073 1/23/2018 3:35 2.2 15:00 3.8 2.7 2:15 0.7 15:00 1.6 1.1 2:15 0.035 15:00 0.160 0.073 0.073 1/24/2018 3:45 2.4 15:00 3.7 2.9 3:20 0.9 15:00 1.7 1.2 3:20 0.047 15:00 0.160 0.086 0.086 1/25/2018 1:30 2.4 9:30 3.8 2.8 1:20 0.9 9:30 1.8 1.2 1:25 0.052 9:30 0.176 0.086 0.086 1/26/2018 2:25 2.3 10:15 3.8 2.8 3:10 0.8 11:15 1.6 1.2 3:15 0.041 10:15 0.163 0.079 0.079 1/27/2018 23:15 2.3 10:40 3.7 2.8 23:55 0.8 10:40 1.7 1.2 23:55 0.044 10:40 0.157 0.078 0.078 1/28/2018 3:45 2.2 9:35 3.4 2.6 4:00 0.8 14:15 1.5 1.1 4:00 0.036 9:35 0.133 0.068 0.068 1/29/2018 3:10 2.0 14:55 4.0 2.7 3:00 0.8 14:55 1.8 1.1 3:00 0.033 14:55 0.196 0.075 0.075 1/30/2018 23:25 2.2 13:10 3.8 2.7 3:20 0.9 10:40 1.7 1.2 3:20 0.044 9:15 0.158 0.076 0.076 1/31/2018 2:35 2.1 12:15 3.6 2.7 23:50 0.8 12:15 1.7 1.1 2:35 0.038 12:15 0.157 0.071 0.071 ReportAvg 2.8 1.1 0.072 ReportTotal 1.658 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 7.38 REN_MH3216\mp1\DFINAL (inches) REN_MH3216\mp1\VFINAL (feet/sec) REN_MH3216\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 2/1/2018 4:30 1.9 15:10 3.6 2.6 4:00 0.6 15:10 1.6 1.1 4:00 0.029 15:10 0.153 0.069 0.069 2/2/2018 3:00 2.2 10:05 3.9 2.7 3:45 0.8 10:35 1.7 1.2 3:45 0.040 10:35 0.164 0.075 0.075 2/3/2018 3:15 2.2 19:55 3.4 2.6 4:45 0.8 10:55 1.5 1.1 4:45 0.044 19:55 0.124 0.068 0.068 2/4/2018 23:55 2.1 10:10 4.0 2.6 2:40 0.8 10:10 1.9 1.1 23:55 0.040 10:10 0.201 0.068 0.068 2/5/2018 4:20 2.0 15:05 3.7 2.6 2:25 0.7 15:05 1.8 1.1 2:25 0.028 15:05 0.177 0.069 0.069 2/6/2018 3:40 2.0 12:10 3.4 2.6 1:35 0.7 12:10 1.6 1.1 1:35 0.033 12:10 0.137 0.066 0.066 2/7/2018 23:40 2.1 19:50 3.7 2.6 0:45 0.8 16:00 1.6 1.1 0:45 0.039 19:50 0.152 0.066 0.066 2/8/2018 3:50 1.9 11:50 3.7 2.5 2:55 0.8 11:50 1.6 1.1 2:55 0.031 11:50 0.158 0.064 0.064 2/9/2018 4:10 1.9 13:55 3.7 2.5 1:40 0.7 13:55 1.6 1.1 1:40 0.029 13:55 0.159 0.066 0.066 2/10/2018 3:25 2.1 13:45 3.5 2.5 20:45 0.8 13:45 1.6 1.1 3:25 0.035 13:45 0.146 0.061 0.061 2/11/2018 3:45 1.9 12:20 3.5 2.4 1:25 0.6 12:20 1.7 1.0 1:30 0.026 12:20 0.147 0.056 0.056 2/12/2018 0:40 1.8 11:10 3.7 2.4 0:30 0.5 14:25 1.6 1.0 0:30 0.019 11:10 0.148 0.057 0.057 2/13/2018 3:10 1.7 17:25 3.5 2.3 3:05 0.4 17:25 1.6 0.9 3:05 0.012 17:25 0.142 0.051 0.051 2/14/2018 1:25 1.8 14:10 3.6 2.5 1:55 0.5 14:10 1.7 1.0 1:55 0.020 14:10 0.155 0.061 0.061 2/15/2018 22:55 2.0 8:50 3.4 2.5 23:55 0.7 8:50 1.6 1.0 23:55 0.027 8:50 0.137 0.061 0.061 2/16/2018 1:40 1.6 17:15 3.7 2.4 2:50 0.6 17:15 1.6 1.0 2:50 0.020 17:15 0.160 0.057 0.057 2/17/2018 3:15 1.7 23:00 3.3 2.4 4:00 0.5 23:00 1.4 1.0 4:00 0.020 23:00 0.116 0.057 0.057 2/18/2018 3:55 2.0 9:00 3.5 2.5 5:20 0.7 9:00 1.6 1.0 3:20 0.031 9:00 0.140 0.059 0.059 2/19/2018 3:40 1.9 11:40 3.3 2.5 3:15 0.8 9:55 1.5 1.0 3:40 0.030 11:40 0.121 0.059 0.059 2/20/2018 2:45 1.7 7:15 3.8 2.4 4:15 0.5 7:15 1.8 1.0 4:15 0.018 7:15 0.181 0.055 0.055 2/21/2018 1:40 1.8 19:25 3.4 2.4 2:10 0.6 19:25 1.6 1.0 2:10 0.021 19:25 0.133 0.056 0.056 2/22/2018 4:55 1.7 13:40 3.6 2.4 3:25 0.5 15:00 1.5 0.9 3:25 0.017 15:00 0.135 0.052 0.052 2/23/2018 3:55 1.8 10:15 4.0 2.4 2:55 0.6 10:15 1.7 1.0 3:45 0.024 10:15 0.184 0.054 0.054 2/24/2018 4:20 1.8 14:30 3.2 2.3 3:45 0.6 14:30 1.4 0.9 3:45 0.022 14:30 0.109 0.047 0.047 2/25/2018 3:15 1.6 18:25 3.6 2.3 1:30 0.5 18:25 1.5 0.9 1:30 0.017 18:25 0.137 0.046 0.046 2/26/2018 3:05 1.7 15:20 3.6 2.4 0:30 0.5 15:20 1.5 0.9 2:25 0.018 15:20 0.143 0.053 0.053 2/27/2018 23:50 1.9 10:20 3.6 2.4 0:45 0.6 10:20 1.6 0.9 0:45 0.028 10:20 0.150 0.053 0.053 2/28/2018 1:15 1.6 10:55 3.5 2.4 2:25 0.6 10:55 1.4 0.9 0:40 0.020 10:55 0.129 0.051 0.051 ReportAvg 2.5 1.0 0.059 ReportTotal 1.657 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 7.38 REN_MH3216\mp1\DFINAL (inches) REN_MH3216\mp1\VFINAL (feet/sec) REN_MH3216\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 3/1/2018 2:40 1.8 10:25 3.7 2.4 4:05 0.5 10:00 1.5 0.9 2:40 0.020 10:25 0.140 0.051 0.051 3/2/2018 4:00 1.7 10:45 3.6 2.4 3:50 0.5 10:45 1.6 1.0 3:50 0.020 10:45 0.149 0.056 0.056 3/3/2018 2:55 1.7 11:10 3.1 2.2 4:35 0.4 11:10 1.3 0.8 4:35 0.015 11:10 0.100 0.043 0.043 3/4/2018 4:55 1.6 13:30 3.3 2.3 4:45 0.5 15:10 1.4 0.9 4:45 0.015 15:10 0.115 0.045 0.045 3/5/2018 23:55 1.6 10:40 3.2 2.1 2:30 0.4 10:25 1.3 0.8 2:30 0.014 10:40 0.099 0.038 0.038 3/6/2018 4:35 1.4 12:05 3.6 2.3 4:35 0.4 12:05 1.5 0.9 4:35 0.011 12:05 0.142 0.047 0.047 3/7/2018 3:25 1.7 13:10 3.4 2.3 3:25 0.4 13:10 1.3 0.9 3:25 0.013 13:10 0.116 0.048 0.048 3/8/2018 3:05 1.8 13:30 3.5 2.4 3:00 0.5 10:05 1.4 0.9 3:00 0.018 13:30 0.127 0.048 0.048 3/9/2018 4:10 1.7 10:55 3.5 2.3 2:00 0.5 10:55 1.4 0.9 4:10 0.018 10:55 0.126 0.048 0.048 3/10/2018 3:15 1.7 8:45 3.3 2.2 3:25 0.5 8:45 1.3 0.8 3:25 0.017 8:45 0.112 0.043 0.043 3/11/2018 2:45 1.6 9:25 3.2 2.3 2:35 0.5 9:25 1.4 0.8 2:35 0.015 9:25 0.112 0.044 0.044 3/12/2018 3:05 1.7 14:15 3.6 2.4 1:15 0.6 14:15 1.5 0.9 3:05 0.020 14:15 0.136 0.052 0.052 3/13/2018 2:25 1.7 11:15 3.5 2.3 2:25 0.5 11:15 1.5 0.9 2:25 0.018 11:15 0.135 0.048 0.048 3/14/2018 2:05 1.6 14:05 3.4 2.4 3:30 0.5 12:05 1.5 0.9 2:05 0.017 16:05 0.124 0.049 0.049 3/15/2018 23:55 1.7 10:20 3.8 2.4 2:40 0.6 10:20 1.6 0.9 23:55 0.021 10:20 0.162 0.051 0.051 3/16/2018 3:50 1.6 9:35 3.7 2.3 3:50 0.5 7:15 1.4 0.9 3:50 0.015 9:35 0.138 0.046 0.046 3/17/2018 2:25 1.8 7:40 3.4 2.3 2:25 0.6 8:20 1.4 0.9 2:25 0.023 7:40 0.119 0.047 0.047 3/18/2018 3:45 1.7 11:25 3.4 2.3 4:10 0.5 11:25 1.4 0.9 4:10 0.019 11:25 0.120 0.047 0.047 3/19/2018 3:00 1.8 13:45 3.7 2.4 3:20 0.6 13:45 1.6 0.9 3:00 0.021 13:45 0.154 0.048 0.048 3/20/2018 23:10 1.7 9:10 3.5 2.3 23:55 0.5 11:00 1.4 0.9 23:55 0.018 9:10 0.121 0.047 0.047 3/21/2018 1:50 1.5 13:55 3.5 2.2 3:15 0.5 15:30 1.5 0.8 2:35 0.015 13:55 0.133 0.042 0.042 3/22/2018 2:35 1.5 7:50 3.6 2.3 3:10 0.4 7:50 1.6 0.9 3:10 0.012 7:50 0.147 0.048 0.048 3/23/2018 1:30 1.6 8:35 3.8 2.4 1:20 0.5 8:35 1.6 0.9 1:20 0.016 8:35 0.159 0.053 0.053 3/24/2018 2:25 1.9 8:20 3.3 2.4 2:25 0.7 8:20 1.4 0.9 2:25 0.025 8:20 0.121 0.052 0.052 3/25/2018 23:30 1.7 13:25 3.3 2.3 3:55 0.5 13:25 1.5 0.9 23:30 0.018 13:25 0.124 0.048 0.048 3/26/2018 3:05 1.6 15:35 3.4 2.4 3:20 0.5 15:35 1.4 0.9 3:05 0.016 15:35 0.120 0.049 0.049 3/27/2018 23:40 1.7 13:40 3.4 2.4 23:40 0.6 8:25 1.4 0.9 23:40 0.020 8:25 0.122 0.049 0.049 3/28/2018 2:10 1.6 9:55 3.5 2.3 2:25 0.5 8:55 1.4 0.9 2:25 0.016 9:55 0.116 0.046 0.046 3/29/2018 0:45 1.7 9:20 3.6 2.4 0:45 0.6 9:20 1.5 0.9 0:45 0.019 9:20 0.137 0.047 0.047 3/30/2018 3:25 1.6 11:50 3.2 2.3 0:05 0.4 12:10 1.3 0.9 0:05 0.015 11:50 0.102 0.046 0.046 3/31/2018 3:25 1.6 8:45 3.5 2.2 4:35 0.5 8:45 1.4 0.8 4:35 0.016 8:45 0.129 0.043 0.043 ReportAvg 2.3 0.9 0.047 ReportTotal 1.470 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 7.38 REN_MH3216\mp1\DFINAL (inches) REN_MH3216\mp1\VFINAL (feet/sec) REN_MH3216\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 4/1/2018 2:20 1.6 8:55 3.2 2.2 3:30 0.4 8:55 1.2 0.8 3:30 0.012 8:55 0.098 0.042 0.042 4/2/2018 2:05 1.6 10:45 3.4 2.3 2:05 0.4 10:45 1.5 0.8 2:05 0.013 10:45 0.128 0.044 0.044 4/3/2018 23:45 1.7 12:15 3.4 2.3 1:30 0.5 12:15 1.4 0.9 23:45 0.018 12:15 0.127 0.047 0.047 4/4/2018 2:00 1.5 12:50 3.4 2.3 2:00 0.5 12:50 1.4 0.8 2:00 0.014 12:50 0.120 0.044 0.044 4/5/2018 2:05 1.6 9:45 3.4 2.4 2:05 0.5 9:55 1.4 0.9 2:05 0.017 9:45 0.119 0.050 0.050 4/6/2018 2:10 1.8 11:20 3.6 2.4 1:20 0.6 11:20 1.5 0.9 23:45 0.023 11:20 0.143 0.049 0.049 4/7/2018 2:35 1.7 10:00 3.3 2.4 0:25 0.5 10:00 1.4 0.9 2:30 0.018 10:00 0.114 0.053 0.053 4/8/2018 1:45 1.9 12:15 3.4 2.5 1:50 0.7 12:15 1.4 0.9 1:45 0.028 12:15 0.120 0.056 0.056 4/9/2018 2:45 1.9 11:55 3.5 2.5 2:10 0.6 11:55 1.4 0.9 2:10 0.025 11:55 0.132 0.054 0.054 4/10/2018 3:05 1.9 11:45 3.6 2.5 2:50 0.7 11:45 1.5 0.9 3:05 0.026 11:45 0.141 0.054 0.054 4/11/2018 3:00 1.9 15:45 3.5 2.5 0:20 0.6 11:20 1.5 1.0 0:20 0.027 15:45 0.127 0.058 0.058 4/12/2018 2:25 1.9 9:05 3.5 2.5 1:00 0.6 12:00 1.5 0.9 1:00 0.026 12:00 0.135 0.056 0.056 4/13/2018 2:00 1.8 11:00 3.6 2.5 0:30 0.6 11:00 1.5 0.9 3:05 0.024 11:00 0.140 0.054 0.054 4/14/2018 3:35 2.0 19:00 3.6 2.7 3:35 0.7 7:50 1.5 1.0 3:35 0.028 7:50 0.134 0.067 0.067 4/15/2018 23:40 2.2 9:35 3.5 2.8 23:40 0.8 13:10 1.5 1.1 23:40 0.038 9:35 0.130 0.073 0.073 4/16/2018 3:20 2.1 7:40 4.0 2.8 2:25 0.7 7:40 1.8 1.1 2:25 0.032 7:40 0.195 0.072 0.072 4/17/2018 23:40 2.1 8:00 4.1 2.7 23:35 0.8 8:00 1.8 1.0 23:40 0.035 8:00 0.199 0.064 0.064 4/18/2018 23:40 2.0 12:50 3.6 2.6 3:10 0.7 13:10 1.4 1.0 3:10 0.031 13:10 0.131 0.060 0.060 4/19/2018 22:15 2.0 11:25 3.6 2.6 22:25 0.6 11:25 1.5 1.0 22:15 0.026 11:25 0.136 0.060 0.060 4/20/2018 2:00 1.9 14:40 3.7 2.5 2:00 0.6 14:40 1.6 0.9 2:00 0.023 14:40 0.150 0.057 0.057 4/21/2018 2:05 1.8 6:35 3.3 2.4 1:55 0.6 6:35 1.3 0.9 2:05 0.023 6:35 0.114 0.051 0.051 4/22/2018 23:55 1.9 9:55 3.3 2.4 23:55 0.6 9:55 1.3 0.9 23:55 0.024 9:55 0.111 0.050 0.050 ReportAvg 2.5 0.9 0.055 ReportTotal 1.217 AGENDA ITEM #6. o)   REN_MH3625    Located At:      4201 NE Sunset Blvd (see attached site report for details)  Monitoring Period:      December 22, 2017 – April 22, 2018  Pipe Dimensions:        12”   Finalized Silt Level:       0 mm    Site Data Characteristics:  This site is located in a sanitary sewer pipe.  The scattergraph indicates site  operated in free flow conditions.   The site did not surcharge during the monitoring period.   The dry  weather data plots below the Froude =1 curve indicating subcritical flow.      Site Data Bias & Editing:  The depth and velocity measurements recorded by the flow monitor were  consistent with field confirmations conducted to date and supported the relative accuracy of the flow  monitor at this location.  The finalized depth data utilized the upward ultrasonic sensor.     Site Data Uptime:  The data uptime achieved during the monitoring period is provided in the table  below. Based upon the quality and consistency of the observed flow depth and velocity data, the  Continuity equation was used to calculate the flow rate for the monitoring period.     Entity Percentage Uptime  Raw  Percentage Uptime  Final  Depth (in) 100% 100%  Velocity (f/s) 100% 100%  Quantity (mgd) 100% 100%      Site Data Summary:  The average flow depth, velocity, and quantity data observed during the  monitoring period along with observed minimum and maximum data, are provided in the following  table. The minimum and maximum rates recorded in the tables are based on 5‐minute data intervals.        Item Depth (in) Velocity (f/s) Quantity (mgd) % Full  Minimum  3.28 1.71 0.198  27%  Maximum  11.73  3.67 1.855 98%   Average 5.86 2.78 0.702  49%                        AGENDA ITEM #6. o) Latitude: 47.503555° Longitude:-122.163503° REN_MH3625 TRITON+ System Characteristics Location Type Pipe ShapeSite located between trees and bus top, park in lot Renton. Carollo.I&I.WA17 NoneDrive Site Access Details: Site Address /Location: Site Name 4201 NE Sunset Blvd Flow Monitoring Site Report Installation Information Circular Monitor Series Monitor Location: Doppler Standard Ring and Crank Manhole # Installation Date: Pipe Size (H x W) Topside / Area Photo Wednesday, November 29, 2017 Access Temporary 12.00" x 12.00" Traffic MH5505 Residential / Commercial Map Installation Type: Monitoring Location (Sensors): Peak Combo (CS4), Smart Depth (CS5) Pipe Size (HxW) 0.00'' CS5 Physical Offset (in)Measurement Confidence (in) 1.38" Peak Velocity (fps) Silt (in) 11:50:00 AM 12.00" x 12.00"Site Sketch Profile View or Photo Smooth flow with some ripples 0 - 5 psi Depth of Flow (Wet DOF) (in) 4.38'' Velocity Sensor Offset (in) 3.27' Downstream 0-5 FT Manhole Sensors / Devices: Installation Confirmation: Manhole Opening Diameter (in) Silt Type Hydraulic Comments: 0'' Sanitary Sewer Overflow 0.25" Manhole / Pipe Information: Pressure Sensor Range (psi) Confirmation Time: 20''20'' Manhole Cover Manhole Frame Pipe Condition: Manhole Material: Manhole Diameter (Approx.): Manhole Depth (Approx. FT):Manhole Configuration Brick Good 11' Manhole Condition: 22275.11.325 Additional Site Info. / Comments: ADS Project Name: ADS Project Number: Renton. Carollo.I&I.WA17 Wireless Pipe Material Antenna Location Communication Information: Manhole Pick / Vent Hole Yes, Inside Vitrified Clay Pipe NormalSteel Fair Active Connections None. Air Quality: Communication Type Normal AGENDA ITEM #6. o) Additional Photos Flow Direction Monitoring Point KEY Top Down Location Location Map Inlet Outlet AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 12.00 REN_MH3625\mp1\DFINAL (inches) REN_MH3625\mp1\VFINAL (feet/sec) REN_MH3625\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 12/22/2017 3:40 4.5 10:40 8.6 5.8 2:55 2.4 11:35 3.3 2.8 3:40 0.418 10:40 1.237 0.683 0.683 0.10 12/23/2017 3:40 4.3 11:50 8.6 5.7 4:55 2.1 11:00 3.3 2.7 4:55 0.346 13:35 1.243 0.656 0.656 0.00 12/24/2017 4:30 3.9 11:10 9.0 5.5 4:20 2.2 14:15 3.3 2.7 4:20 0.320 11:10 1.324 0.625 0.625 0.00 12/25/2017 4:55 3.8 10:50 8.4 5.3 5:45 2.2 13:15 3.3 2.7 4:55 0.306 10:50 1.229 0.595 0.595 0.14 12/26/2017 4:30 3.9 9:20 7.9 5.3 5:10 2.1 20:05 3.3 2.6 4:25 0.301 17:55 1.147 0.579 0.579 0.17 12/27/2017 3:50 3.7 20:30 7.8 5.2 3:45 2.1 18:00 3.1 2.5 3:45 0.279 20:30 1.066 0.546 0.546 0.00 12/28/2017 4:05 3.6 22:20 7.8 5.2 4:15 2.0 11:55 3.2 2.5 4:15 0.264 22:20 1.098 0.553 0.553 0.25 12/29/2017 2:50 4.6 11:50 11.4 7.8 2:05 2.3 11:50 3.5 3.0 2:50 0.418 11:50 1.746 1.043 1.043 1.57 12/30/2017 23:50 6.3 10:20 10.3 7.4 5:40 2.8 10:20 3.3 3.1 5:35 0.798 10:20 1.544 0.995 0.995 0.02 12/31/2017 4:50 5.3 13:30 9.6 6.6 6:40 2.7 22:00 3.4 3.0 5:45 0.592 14:15 1.400 0.852 0.852 0.00 ReportAvg 6.0 2.8 0.713 ReportTotal 7.126 2.25 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 12.00 REN_MH3625\mp1\DFINAL (inches) REN_MH3625\mp1\VFINAL (feet/sec) REN_MH3625\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 1/1/2018 6:25 4.7 15:25 9.0 6.1 3:35 2.5 21:30 3.4 2.9 6:20 0.476 21:30 1.324 0.751 0.751 0.00 1/2/2018 3:45 4.5 20:35 8.5 5.7 3:30 2.3 19:35 3.4 2.8 3:30 0.400 19:35 1.300 0.666 0.666 0.01 1/3/2018 3:50 4.1 20:35 8.7 5.5 5:05 2.1 20:35 3.4 2.7 3:50 0.330 20:35 1.337 0.636 0.636 0.00 1/4/2018 3:45 4.2 19:40 8.2 5.4 3:45 2.2 19:40 3.3 2.7 3:45 0.342 19:40 1.227 0.617 0.617 0.09 1/5/2018 2:20 4.0 18:40 8.2 5.5 3:20 2.2 18:40 3.4 2.8 3:20 0.326 18:40 1.253 0.632 0.632 0.42 1/6/2018 3:10 4.4 12:05 9.1 6.0 3:20 2.5 10:40 3.3 2.9 3:10 0.421 12:05 1.277 0.745 0.745 0.24 1/7/2018 4:20 4.4 19:45 9.4 6.1 2:55 2.5 9:55 3.4 2.9 4:20 0.440 9:55 1.387 0.764 0.764 0.38 1/8/2018 3:00 5.0 20:40 9.2 6.4 16:30 2.6 19:55 3.3 2.9 3:00 0.526 19:00 1.340 0.808 0.808 0.14 1/9/2018 4:00 5.2 19:30 9.7 6.7 4:20 2.5 17:35 3.3 3.0 4:20 0.539 6:00 1.419 0.875 0.875 0.46 1/10/2018 4:15 5.5 21:55 9.4 6.6 15:00 2.7 0:25 3.4 2.9 4:25 0.630 19:10 1.313 0.850 0.850 0.22 1/11/2018 3:20 5.2 20:45 11.6 7.6 4:40 2.6 19:55 3.5 3.1 3:20 0.552 20:45 1.730 1.047 1.047 1.04 1/12/2018 4:00 6.7 8:00 10.3 7.5 22:40 2.9 11:55 3.4 3.2 4:15 0.880 7:15 1.536 1.061 1.061 0.20 1/13/2018 5:10 6.0 10:50 10.8 7.1 7:00 2.8 11:00 3.3 3.1 3:30 0.723 10:50 1.591 0.959 0.959 0.02 1/14/2018 4:40 5.4 11:10 9.7 6.7 4:10 2.6 9:40 3.4 3.0 4:05 0.594 10:25 1.388 0.872 0.872 0.00 1/15/2018 3:50 5.0 11:10 9.0 6.4 5:50 2.6 16:30 3.3 2.9 3:25 0.523 19:15 1.298 0.802 0.802 0.04 1/16/2018 4:05 4.7 19:40 9.0 6.1 4:30 2.5 18:45 3.3 2.9 4:20 0.479 7:30 1.285 0.750 0.750 0.26 1/17/2018 3:35 4.5 22:05 9.9 6.2 14:55 2.5 6:40 3.3 2.9 3:35 0.437 22:05 1.444 0.770 0.770 0.79 1/18/2018 1:50 5.8 7:15 10.2 7.4 13:30 2.8 7:25 3.3 3.0 2:45 0.682 7:15 1.522 0.981 0.981 0.40 1/19/2018 3:20 5.8 7:15 9.5 6.9 3:30 2.8 12:20 3.3 3.0 3:20 0.682 7:15 1.325 0.905 0.905 0.10 1/20/2018 3:55 5.4 10:05 9.6 6.7 2:25 2.6 10:10 3.3 2.9 4:15 0.587 10:05 1.347 0.852 0.852 0.10 1/21/2018 4:15 4.9 18:55 9.3 6.5 4:10 2.4 19:00 3.3 2.9 4:10 0.472 20:30 1.347 0.818 0.818 0.16 1/22/2018 1:20 4.9 21:05 9.2 6.4 1:30 2.5 10:40 3.3 2.9 2:25 0.486 21:05 1.295 0.799 0.799 0.34 1/23/2018 2:30 4.9 21:20 10.2 6.7 3:10 2.5 14:45 3.3 3.0 3:10 0.501 21:20 1.460 0.859 0.859 0.79 1/24/2018 3:00 6.5 19:15 10.8 7.8 0:40 2.8 9:30 3.4 3.1 3:05 0.840 19:15 1.602 1.087 1.087 0.51 1/25/2018 23:35 6.5 8:05 10.3 7.4 10:05 2.9 23:55 3.3 3.1 3:45 0.827 8:05 1.527 1.018 1.018 0.14 1/26/2018 3:20 5.7 21:10 9.4 6.9 2:55 2.6 13:25 3.4 3.1 2:55 0.642 13:20 1.402 0.924 0.924 0.36 1/27/2018 0:55 6.5 11:35 11.2 8.0 23:55 2.9 11:35 3.5 3.2 23:55 0.836 11:35 1.731 1.138 1.138 0.61 1/28/2018 4:55 6.5 12:10 10.7 7.4 4:55 2.9 22:05 3.4 3.1 4:55 0.797 12:10 1.588 1.029 1.029 0.07 1/29/2018 2:30 5.7 20:45 11.7 7.6 12:40 2.7 20:45 3.5 3.1 2:30 0.673 20:45 1.791 1.061 1.061 0.90 1/30/2018 23:40 6.5 7:15 10.3 7.5 6:50 2.8 17:55 3.4 3.2 23:55 0.840 7:15 1.517 1.055 1.055 0.00 1/31/2018 2:30 5.9 21:15 9.6 6.7 12:50 2.6 5:55 3.3 3.1 2:10 0.726 21:15 1.411 0.899 0.899 0.00 ReportAvg 6.7 3.0 0.872 ReportTotal 27.03 8.79 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 12.00 REN_MH3625\mp1\DFINAL (inches) REN_MH3625\mp1\VFINAL (feet/sec) REN_MH3625\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 2/1/2018 2:35 5.2 21:20 9.8 6.5 13:35 2.6 13:55 3.3 3.0 2:40 0.555 21:20 1.434 0.835 0.835 0.66 2/2/2018 4:05 5.9 6:50 9.2 6.8 4:05 2.8 23:25 3.4 3.1 4:05 0.694 7:35 1.318 0.916 0.916 0.04 2/3/2018 4:20 5.4 9:55 9.8 6.8 4:45 2.7 18:05 3.3 3.0 4:10 0.611 9:55 1.422 0.896 0.896 0.31 2/4/2018 4:20 5.7 14:30 10.1 7.0 6:40 2.6 9:20 3.4 3.0 4:20 0.652 14:30 1.487 0.934 0.934 0.02 2/5/2018 3:15 5.2 20:35 9.1 6.4 2:20 2.6 13:50 3.3 3.0 3:15 0.561 20:35 1.286 0.818 0.818 0.04 2/6/2018 3:50 4.8 20:40 9.0 6.1 3:10 2.5 6:50 3.3 2.9 3:10 0.488 6:50 1.338 0.753 0.753 0.00 2/7/2018 2:30 4.6 7:30 8.6 5.8 2:35 2.5 1:20 3.3 2.9 2:35 0.453 8:25 1.207 0.708 0.708 0.00 2/8/2018 4:10 4.4 20:25 8.7 5.7 2:30 2.4 8:50 3.3 2.8 3:25 0.420 20:25 1.256 0.678 0.678 0.09 2/9/2018 3:30 4.3 8:15 8.4 5.5 2:20 2.4 18:45 3.3 2.8 2:15 0.399 8:15 1.242 0.648 0.648 0.01 2/10/2018 3:50 4.2 10:25 9.0 5.6 3:05 2.3 20:20 3.3 2.7 3:50 0.366 10:25 1.211 0.653 0.653 0.01 2/11/2018 4:15 4.0 18:40 8.3 5.6 4:05 2.1 19:30 3.3 2.8 4:05 0.323 18:40 1.199 0.659 0.659 0.00 2/12/2018 2:05 3.9 7:20 8.1 5.3 2:50 2.1 11:25 3.2 2.7 3:50 0.310 7:20 1.172 0.582 0.582 0.00 2/13/2018 3:50 3.8 21:15 7.8 5.2 2:10 2.1 16:20 3.3 2.7 2:10 0.297 21:15 1.106 0.572 0.572 0.17 2/14/2018 3:00 3.8 21:10 8.5 5.2 4:05 2.1 21:10 3.3 2.7 2:40 0.302 21:10 1.251 0.584 0.584 0.15 2/15/2018 2:20 3.9 7:15 8.0 5.2 2:45 2.1 18:25 3.3 2.6 2:40 0.307 7:15 1.110 0.565 0.565 0.00 2/16/2018 4:15 3.9 19:50 7.5 5.2 1:50 2.1 6:05 3.3 2.6 2:30 0.314 6:05 1.010 0.564 0.564 0.15 2/17/2018 2:55 3.9 9:50 8.1 5.6 3:25 2.1 10:40 3.3 2.7 3:25 0.304 9:50 1.154 0.645 0.645 0.32 2/18/2018 4:25 4.0 11:35 8.2 5.5 6:30 2.3 16:35 3.2 2.7 4:25 0.344 11:35 1.159 0.619 0.619 0.01 2/19/2018 3:30 4.0 20:10 7.9 5.3 3:55 2.1 14:35 3.3 2.7 3:55 0.313 20:10 1.116 0.597 0.597 0.00 2/20/2018 3:20 3.8 9:50 7.2 5.1 4:50 2.2 18:00 3.2 2.7 3:20 0.312 16:55 1.002 0.561 0.561 0.00 2/21/2018 3:00 3.7 18:50 7.2 5.0 3:00 2.1 22:00 3.2 2.6 3:00 0.273 18:50 1.020 0.536 0.536 0.00 2/22/2018 3:25 3.7 20:15 7.2 5.0 2:40 2.0 13:45 3.2 2.6 2:40 0.276 20:15 0.999 0.531 0.531 0.07 2/23/2018 2:55 3.5 19:50 7.3 4.9 3:15 2.0 18:45 3.2 2.6 3:30 0.251 19:50 1.027 0.517 0.517 0.01 2/24/2018 3:00 3.6 10:45 8.1 4.9 0:20 2.1 12:35 3.2 2.7 3:00 0.270 10:45 1.178 0.534 0.534 0.13 2/25/2018 4:30 3.6 11:20 8.1 5.2 3:25 2.2 10:35 3.3 2.7 4:10 0.294 10:35 1.199 0.586 0.586 0.11 2/26/2018 3:20 3.5 6:55 7.9 5.0 3:05 1.9 21:05 3.3 2.6 3:05 0.247 21:05 1.168 0.524 0.524 0.00 2/27/2018 3:45 3.4 20:10 8.2 4.9 3:15 2.1 7:15 3.3 2.6 3:15 0.249 20:10 1.096 0.524 0.524 0.19 2/28/2018 3:25 3.5 20:40 8.8 5.2 3:05 2.1 15:30 3.2 2.6 3:05 0.259 20:40 1.181 0.556 0.556 0.35 ReportAvg 5.6 2.7 0.646 ReportTotal 18.10 2.84 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 12.00 REN_MH3625\mp1\DFINAL (inches) REN_MH3625\mp1\VFINAL (feet/sec) REN_MH3625\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 3/1/2018 3:40 4.0 20:55 8.3 5.4 3:25 2.1 19:05 3.2 2.7 3:25 0.304 20:05 1.102 0.593 0.593 0.01 3/2/2018 3:20 4.0 20:40 7.7 5.3 3:00 2.2 9:05 3.2 2.7 3:05 0.328 9:05 1.076 0.593 0.593 0.07 3/3/2018 4:05 4.0 9:45 8.1 5.4 3:15 2.1 16:50 3.2 2.7 3:15 0.309 9:45 1.135 0.600 0.600 0.00 3/4/2018 4:45 3.8 20:35 8.1 5.4 4:50 2.0 14:15 3.2 2.7 4:50 0.279 10:00 1.089 0.606 0.606 0.12 3/5/2018 3:45 3.8 21:15 8.0 5.1 4:15 2.0 20:20 3.1 2.6 3:40 0.278 21:15 1.121 0.553 0.553 0.00 3/6/2018 2:45 3.7 8:10 7.8 5.1 2:40 2.0 7:20 3.2 2.6 2:40 0.263 7:20 1.102 0.540 0.540 0.00 3/7/2018 2:40 3.6 21:05 7.6 5.1 1:50 2.0 6:40 3.1 2.6 2:40 0.260 21:05 1.046 0.532 0.532 0.03 3/8/2018 2:00 3.7 21:05 8.0 5.2 5:10 2.0 6:25 3.2 2.6 3:25 0.277 19:20 1.118 0.555 0.555 0.37 3/9/2018 2:45 3.8 20:25 7.7 5.2 2:55 2.2 8:40 3.1 2.6 2:55 0.305 8:40 1.060 0.566 0.566 0.00 3/10/2018 4:15 3.8 10:20 8.7 5.3 3:15 2.1 8:45 3.1 2.6 3:50 0.296 10:20 1.163 0.578 0.578 0.00 3/11/2018 4:35 3.6 19:45 7.8 5.3 4:25 2.0 18:05 3.2 2.6 4:25 0.261 19:45 1.104 0.576 0.576 0.00 3/12/2018 1:25 3.6 20:00 8.3 5.1 3:35 2.0 20:50 3.1 2.5 1:55 0.258 20:00 1.142 0.529 0.529 0.00 3/13/2018 2:35 3.5 18:40 8.4 5.1 2:50 1.8 17:50 3.1 2.5 2:50 0.231 18:40 1.124 0.522 0.522 0.31 3/14/2018 2:20 3.6 20:35 7.9 5.1 2:15 1.9 6:30 3.1 2.5 2:15 0.247 20:35 1.045 0.528 0.528 0.04 3/15/2018 2:25 3.6 20:10 7.7 5.1 2:55 2.0 20:10 3.2 2.5 2:25 0.259 20:10 1.089 0.532 0.532 0.00 3/16/2018 2:20 3.4 17:15 7.5 5.0 2:10 1.9 5:30 3.1 2.5 2:10 0.228 17:15 1.006 0.514 0.514 0.00 3/17/2018 4:20 3.7 8:55 8.6 5.2 1:40 1.8 21:10 3.1 2.5 1:25 0.245 8:55 1.153 0.537 0.537 0.00 3/18/2018 3:30 3.3 19:15 7.8 5.2 1:45 1.9 10:30 3.2 2.5 3:30 0.233 10:30 1.105 0.538 0.538 0.00 3/19/2018 2:00 3.4 19:30 7.6 4.9 2:25 1.7 18:45 3.2 2.4 2:25 0.203 19:30 1.007 0.486 0.486 0.00 3/20/2018 2:50 3.3 20:50 7.7 4.8 2:20 1.7 5:35 3.1 2.4 2:20 0.198 20:50 1.068 0.474 0.474 0.00 3/21/2018 2:10 3.3 19:25 7.6 4.8 1:15 1.9 18:30 3.1 2.4 1:30 0.213 18:30 1.011 0.467 0.467 0.10 3/22/2018 2:25 3.3 20:00 8.3 5.0 1:30 1.8 20:00 3.1 2.4 2:25 0.210 20:00 1.158 0.500 0.500 0.48 3/23/2018 2:15 3.5 18:10 7.8 5.1 1:15 1.8 21:25 3.1 2.5 2:15 0.221 15:55 1.043 0.523 0.523 0.31 3/24/2018 2:10 3.8 9:55 8.8 5.5 2:30 2.0 8:15 3.2 2.6 2:10 0.282 9:55 1.150 0.602 0.602 0.28 3/25/2018 3:30 3.8 18:30 8.1 5.5 3:05 2.1 20:55 3.1 2.6 3:15 0.295 18:30 1.124 0.599 0.599 0.01 3/26/2018 2:35 3.8 21:00 8.8 5.2 2:20 2.0 5:25 3.1 2.5 2:20 0.282 21:00 1.241 0.552 0.552 0.17 3/27/2018 2:50 3.9 19:40 8.1 5.1 0:45 1.9 19:40 3.2 2.6 0:45 0.273 19:40 1.155 0.544 0.544 0.02 3/28/2018 2:00 3.8 19:40 7.8 5.1 0:45 2.0 19:40 3.1 2.6 2:35 0.277 19:40 1.102 0.540 0.540 0.01 3/29/2018 2:25 3.6 17:50 7.7 5.0 0:40 2.1 7:35 3.2 2.6 2:20 0.277 5:55 1.014 0.534 0.534 0.00 3/30/2018 2:20 3.6 7:50 7.1 4.9 1:30 2.1 19:55 3.1 2.7 2:15 0.269 7:50 0.952 0.528 0.528 0.00 3/31/2018 2:55 3.3 8:55 8.0 5.0 3:15 2.0 9:40 3.3 2.8 3:15 0.261 8:10 1.091 0.569 0.569 0.00 ReportAvg 5.1 2.6 0.546 ReportTotal 16.91 2.33 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 12.00 REN_MH3625\mp1\DFINAL (inches) REN_MH3625\mp1\VFINAL (feet/sec) REN_MH3625\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 4/1/2018 2:00 3.4 10:00 7.6 5.2 3:45 2.1 9:15 3.3 2.7 3:45 0.254 8:35 1.054 0.573 0.573 0.10 4/2/2018 2:15 3.6 20:05 7.7 5.0 2:35 1.9 18:30 3.3 2.5 2:35 0.243 20:05 1.119 0.522 0.522 0.00 4/3/2018 2:55 3.5 19:35 7.6 4.8 3:25 2.0 10:10 3.4 2.7 0:50 0.255 19:35 1.034 0.515 0.515 0.00 4/4/2018 2:25 3.4 20:10 7.5 4.9 2:45 2.0 7:30 3.1 2.6 2:20 0.237 20:10 1.018 0.522 0.522 0.39 4/5/2018 2:50 3.5 19:05 7.6 5.0 4:25 2.0 21:45 3.2 2.6 2:40 0.256 19:55 1.003 0.525 0.525 0.25 4/6/2018 2:15 3.6 6:55 7.2 4.9 4:00 2.1 19:05 3.4 2.8 2:50 0.278 21:10 0.951 0.556 0.556 0.00 4/7/2018 1:00 3.5 9:55 8.4 5.6 1:05 2.4 23:10 3.4 2.9 1:05 0.309 9:55 1.190 0.690 0.690 0.88 4/8/2018 0:55 4.5 11:20 9.8 6.3 23:15 2.7 13:40 3.3 3.0 0:45 0.521 11:20 1.455 0.806 0.806 0.45 4/9/2018 23:50 4.6 20:25 8.3 5.9 2:15 2.5 16:00 3.2 2.8 23:50 0.458 21:20 1.159 0.708 0.708 0.00 4/10/2018 2:30 4.6 20:05 8.2 5.8 23:10 2.3 6:20 3.3 2.8 2:05 0.429 6:20 1.219 0.673 0.673 0.23 4/11/2018 0:15 4.6 20:05 8.4 5.7 3:40 2.2 17:05 3.4 2.8 3:40 0.420 18:15 1.208 0.680 0.680 0.31 4/12/2018 0:30 4.4 20:10 8.1 5.7 1:20 2.4 21:10 3.3 2.8 0:30 0.430 6:00 1.198 0.669 0.669 0.11 4/13/2018 1:20 4.5 18:50 8.2 5.8 1:15 2.3 16:35 3.3 2.8 1:20 0.402 16:35 1.132 0.675 0.675 0.51 4/14/2018 2:10 4.9 19:45 11.7 7.7 1:35 2.5 19:45 3.6 3.0 2:10 0.517 19:45 1.811 1.045 1.045 1.52 4/15/2018 23:15 6.7 8:30 11.7 8.9 23:05 2.9 9:55 3.7 3.2 23:20 0.875 9:55 1.855 1.284 1.284 0.21 4/16/2018 2:45 6.2 21:00 11.3 7.7 9:15 2.8 10:20 3.5 3.1 2:20 0.779 21:00 1.669 1.080 1.080 0.71 4/17/2018 23:55 6.1 7:00 10.4 7.3 23:45 2.8 18:55 3.4 3.1 23:55 0.736 5:25 1.532 1.018 1.018 0.01 4/18/2018 23:55 5.3 20:45 9.8 6.9 23:40 2.7 16:15 3.5 3.1 23:40 0.590 12:00 1.415 0.930 0.930 0.12 4/19/2018 23:55 4.8 6:15 9.1 6.4 23:55 2.6 8:55 3.5 3.0 23:55 0.490 6:15 1.381 0.816 0.816 0.00 4/20/2018 3:10 4.5 8:35 8.7 5.9 0:25 2.4 6:45 3.4 2.8 3:15 0.442 6:45 1.309 0.720 0.720 0.00 4/21/2018 4:05 4.3 7:15 8.8 5.9 4:20 2.4 7:15 3.4 2.8 4:20 0.402 7:15 1.353 0.706 0.706 0.05 4/22/2018 3:20 4.4 11:15 8.7 5.9 0:45 2.2 8:50 3.3 2.8 4:05 0.389 12:05 1.240 0.704 0.704 0.00 ReportAvg 6.0 2.8 0.746 ReportTotal 16.42 5.85 AGENDA ITEM #6. o)   REN_MH4628    Located At:      766 Monroe Ave NE (see attached site report for details)  Monitoring Period:      December 22, 2017 – April 22, 2018  Pipe Dimensions:        10.38”   Finalized Silt Level:       0 mm    Site Data Characteristics:  This site is located in a sanitary sewer pipe.  The scattergraph indicates site  operated in free flow conditions.   The site did not surcharge during the monitoring period.   The dry  weather data plots above the Froude =1 curve indicating supercritical flow.      Site Data Bias & Editing:  The depth and velocity measurements recorded by the flow monitor were  consistent with field confirmations conducted to date and supported the relative accuracy of the flow  monitor at this location.  The finalized depth data utilized the upward ultrasonic sensor.     Site Data Uptime:  The data uptime achieved during the monitoring period is provided in the table  below. Based upon the quality and consistency of the observed flow depth and velocity data, the  Continuity equation was used to calculate the flow rate for the monitoring period.     Entity Percentage Uptime  Raw  Percentage Uptime  Final  Depth (in) 100% 100%  Velocity (f/s) 100% 100%  Quantity (mgd) 100% 100%      Site Data Summary:  The average flow depth, velocity, and quantity data observed during the  monitoring period along with observed minimum and maximum data, are provided in the following  table. The minimum and maximum rates recorded in the tables are based on 5‐minute data intervals.        Item Depth (in) Velocity (f/s) Quantity (mgd) % Full  Minimum 1.45 2.46 0.086  14%  Maximum  3.86  6.75 0.787 37%   Average 2.11 4.64 0.261  20%                        AGENDA ITEM #6. o) Latitude: 47.495741° Longitude:-122.175081° 22275.11.325 Additional Site Info. / Comments: ADS Project Name: ADS Project Number: Renton.Carollo.I&I.WA17 Wireless Pipe Material Antenna Location Communication Information: Manhole Pick / Vent Hole Yes, Inside Vitrified Clay Pipe NormalSteel Fair Active Connections Renton traffic control required. Air Quality: Communication Type Normal 20''20'' Manhole Cover Manhole Frame Pipe Condition: Manhole Material: Manhole Diameter (Approx.): Manhole Depth (Approx. FT):Manhole Configuration Concrete Good 13' Manhole Condition: Downstream 0-5 FT Manhole Sensors / Devices: Installation Confirmation: Manhole Opening Diameter (in) Silt Type Hydraulic Comments: 0'' Sanitary Sewer Overflow 0.25" Manhole / Pipe Information: Pressure Sensor Range (psi) Confirmation Time: Peak Combo (CS4), Smart Depth (CS5) Pipe Size (HxW) 0.00'' CS5 Physical Offset (in)Measurement Confidence (in) 1.38" Peak Velocity (fps) Silt (in) 2:50:00 PM 10.38" x 10.00"Site Sketch Profile View or Photo Straight, Some Ripples 0 - 5 psi Depth of Flow (Wet DOF) (in) 2.38'' Velocity Sensor Offset (in) 3.00' Installation Information Circular Monitor Series Monitor Location: Doppler Standard Ring and Crank Manhole # Installation Date: Pipe Size (H x W) Topside / Area Photo Wednesday, November 29, 2017 Access Temporary 10.38" x 10.00" Traffic MH4628 Residential / Commercial Map Installation Type: Monitoring Location (Sensors): REN_MH4628 TRITON+ System Characteristics Location Type Pipe ShapeSite located In roadway Renton.Carollo.I&I.WA17 Medium Drive Site Access Details: Site Address /Location: Site Name 766 Monroe Ave NE Flow Monitoring Site Report AGENDA ITEM #6. o) Additional Photos Flow Direction Monitoring Point Inlet Outlet Side connect Top Down Location Location Map KEY AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.38 REN_MH4628\mp1\DFINAL (inches) REN_MH4628\mp1\VFINAL (feet/sec) REN_MH4628\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 12/22/2017 0:10 1.8 17:30 2.2 2.0 0:10 4.2 16:15 5.1 4.8 0:10 0.184 17:30 0.272 0.233 0.233 0.10 12/23/2017 23:00 1.8 6:55 2.1 2.0 23:55 4.1 8:35 5.1 4.6 23:55 0.179 8:35 0.266 0.227 0.227 0.00 12/24/2017 0:25 1.6 9:00 2.1 1.9 0:25 3.5 8:45 5.1 4.4 0:25 0.131 8:45 0.260 0.201 0.201 0.00 12/25/2017 2:40 1.5 9:25 2.1 1.9 4:00 3.2 10:25 4.8 4.2 2:40 0.112 9:20 0.246 0.194 0.194 0.14 12/26/2017 3:35 1.5 17:40 2.0 1.8 1:30 3.0 13:40 4.8 4.1 3:40 0.112 13:40 0.234 0.182 0.182 0.17 12/27/2017 1:05 1.6 13:05 2.1 1.8 0:20 3.0 17:25 4.7 3.9 2:30 0.112 17:25 0.235 0.172 0.172 0.00 12/28/2017 0:20 1.7 17:55 2.0 1.9 0:20 3.3 17:55 4.7 4.1 0:20 0.128 17:55 0.235 0.191 0.191 0.25 12/29/2017 0:05 1.9 13:40 3.7 3.0 1:10 4.0 14:40 6.7 6.0 1:10 0.184 13:40 0.768 0.549 0.549 1.57 12/30/2017 23:55 2.3 0:05 2.9 2.7 23:55 5.6 9:30 6.2 6.0 23:55 0.333 0:05 0.525 0.446 0.446 0.02 12/31/2017 23:00 2.0 11:55 2.4 2.2 23:00 5.1 11:55 6.0 5.5 23:00 0.244 11:55 0.389 0.318 0.318 0.00 ReportAvg 2.1 4.8 0.271 ReportTotal 2.713 2.25 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.38 REN_MH4628\mp1\DFINAL (inches) REN_MH4628\mp1\VFINAL (feet/sec) REN_MH4628\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 1/1/2018 23:40 1.9 11:35 2.2 2.0 22:40 4.6 11:35 5.5 5.2 23:35 0.209 11:35 0.302 0.253 0.253 0.00 1/2/2018 3:55 1.9 5:55 2.0 1.9 23:35 4.5 17:50 5.4 4.9 23:40 0.200 17:50 0.263 0.226 0.226 0.01 1/3/2018 23:55 1.8 18:30 1.9 1.9 23:30 4.3 19:10 5.1 4.7 23:30 0.184 18:20 0.235 0.213 0.213 0.00 1/4/2018 0:20 1.8 20:35 1.9 1.9 0:50 4.0 19:45 5.0 4.6 0:50 0.175 19:45 0.234 0.207 0.207 0.09 1/5/2018 3:15 1.8 19:45 2.0 1.9 4:15 3.9 20:25 5.0 4.6 4:15 0.164 20:25 0.244 0.213 0.213 0.42 1/6/2018 2:55 1.9 12:30 2.2 2.0 3:35 4.4 11:55 5.4 5.0 3:35 0.200 12:35 0.307 0.253 0.253 0.24 1/7/2018 5:00 1.9 19:15 2.3 2.1 3:55 4.4 21:30 5.4 5.1 3:55 0.213 19:20 0.322 0.265 0.265 0.38 1/8/2018 4:05 2.0 20:10 2.3 2.1 3:10 5.0 20:10 5.4 5.3 3:10 0.254 20:10 0.327 0.283 0.283 0.14 1/9/2018 0:30 2.0 20:05 2.7 2.4 0:30 5.1 20:00 5.8 5.5 0:30 0.262 20:05 0.443 0.347 0.347 0.46 1/10/2018 15:15 2.1 7:30 2.4 2.2 15:00 5.2 8:10 5.5 5.3 13:50 0.277 7:30 0.350 0.305 0.305 0.22 1/11/2018 2:05 2.1 15:50 3.6 2.9 4:00 5.1 14:40 6.4 5.9 3:30 0.270 15:50 0.709 0.499 0.499 1.04 1/12/2018 18:25 2.8 0:00 3.1 3.0 18:30 5.7 0:00 6.1 5.9 18:30 0.450 0:00 0.568 0.506 0.506 0.20 1/13/2018 23:35 2.4 10:45 2.8 2.6 23:30 5.3 9:50 5.8 5.5 23:35 0.340 9:50 0.464 0.407 0.407 0.02 1/14/2018 23:55 2.1 10:45 2.6 2.3 23:30 5.1 11:20 5.6 5.3 23:30 0.280 10:45 0.399 0.320 0.320 0.00 1/15/2018 2:10 2.1 12:50 2.3 2.2 23:55 4.6 10:20 5.3 5.1 23:55 0.255 10:40 0.311 0.282 0.282 0.04 1/16/2018 0:50 2.1 13:15 2.2 2.2 2:10 4.4 21:05 5.3 4.9 2:10 0.239 19:20 0.298 0.275 0.275 0.26 1/17/2018 2:30 2.1 20:20 2.8 2.3 4:45 4.4 21:10 5.8 5.0 3:50 0.236 20:25 0.466 0.304 0.304 0.79 1/18/2018 2:35 2.5 7:20 3.0 2.8 1:50 5.3 7:45 5.9 5.7 2:35 0.360 7:05 0.527 0.465 0.465 0.40 1/19/2018 23:35 2.3 0:00 2.7 2.5 4:05 5.3 7:50 5.6 5.4 23:35 0.322 0:00 0.434 0.376 0.376 0.10 1/20/2018 3:20 2.2 11:05 2.6 2.3 5:20 5.2 10:15 5.5 5.3 5:20 0.291 11:05 0.385 0.319 0.319 0.10 1/21/2018 1:40 2.2 11:05 2.4 2.2 23:40 4.8 9:35 5.4 5.2 3:15 0.271 11:05 0.350 0.300 0.300 0.16 1/22/2018 1:10 2.2 7:10 2.4 2.2 5:00 4.6 18:35 5.5 5.2 1:20 0.259 7:15 0.340 0.301 0.301 0.34 1/23/2018 1:50 2.2 19:45 3.0 2.5 3:55 4.6 19:55 5.9 5.3 3:55 0.266 19:55 0.523 0.365 0.365 0.79 1/24/2018 0:15 3.0 20:55 3.4 3.2 2:25 5.6 16:00 6.3 5.9 0:15 0.485 20:50 0.643 0.555 0.555 0.51 1/25/2018 23:55 2.8 0:00 3.2 3.0 23:15 5.4 0:25 6.0 5.8 23:50 0.434 0:00 0.585 0.515 0.515 0.14 1/26/2018 4:10 2.5 18:50 2.9 2.8 3:50 5.3 13:25 5.7 5.5 3:55 0.371 18:50 0.475 0.430 0.430 0.36 1/27/2018 0:00 2.8 12:45 3.4 3.2 0:10 5.5 9:50 6.3 6.0 0:10 0.445 12:45 0.665 0.590 0.590 0.61 1/28/2018 23:55 2.7 9:50 3.1 3.0 23:40 5.5 9:15 5.9 5.7 23:55 0.412 9:10 0.538 0.493 0.493 0.07 1/29/2018 3:55 2.5 19:10 3.9 3.1 3:40 5.3 19:35 6.4 5.8 3:55 0.364 19:10 0.787 0.531 0.531 0.90 1/30/2018 23:50 2.8 0:05 3.4 3.1 23:45 5.5 0:20 6.2 5.8 23:45 0.441 0:05 0.642 0.545 0.545 0.00 1/31/2018 23:40 2.4 7:35 2.8 2.6 23:05 5.3 6:55 5.6 5.4 23:40 0.336 6:55 0.452 0.393 0.393 0.00 ReportAvg 2.5 5.4 0.366 ReportTotal 11.34 8.79 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.38 REN_MH4628\mp1\DFINAL (inches) REN_MH4628\mp1\VFINAL (feet/sec) REN_MH4628\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 2/1/2018 3:55 2.2 22:05 3.0 2.5 4:50 5.1 22:40 5.8 5.3 3:55 0.294 22:05 0.522 0.358 0.358 0.66 2/2/2018 23:40 2.6 6:45 3.0 2.8 22:10 5.3 9:10 5.7 5.5 23:40 0.374 7:40 0.496 0.443 0.443 0.04 2/3/2018 5:40 2.4 21:35 2.9 2.6 5:35 5.1 10:00 5.4 5.3 5:35 0.326 21:35 0.441 0.381 0.381 0.31 2/4/2018 23:45 2.5 10:35 3.1 2.7 23:30 5.0 10:35 5.5 5.2 23:40 0.341 10:35 0.492 0.388 0.388 0.02 2/5/2018 23:50 2.4 5:30 2.5 2.5 3:30 4.7 19:10 5.3 5.0 23:50 0.307 7:50 0.358 0.336 0.336 0.04 2/6/2018 2:45 2.3 7:40 2.4 2.4 3:55 4.4 18:50 5.2 4.8 3:55 0.269 7:00 0.325 0.302 0.302 0.00 2/7/2018 3:30 2.1 7:55 2.3 2.2 4:10 4.4 19:10 5.2 4.8 4:10 0.238 19:20 0.303 0.271 0.271 0.00 2/8/2018 2:05 2.1 7:30 2.2 2.1 3:50 4.3 19:00 5.0 4.7 3:50 0.223 22:05 0.282 0.254 0.254 0.09 2/9/2018 4:00 2.0 19:35 2.2 2.1 4:00 4.2 10:05 5.0 4.6 4:00 0.208 10:05 0.281 0.239 0.239 0.01 2/10/2018 2:15 2.1 17:50 2.3 2.2 4:35 3.8 10:35 5.0 4.4 2:15 0.206 11:05 0.285 0.246 0.246 0.01 2/11/2018 4:35 2.1 21:05 2.4 2.3 4:40 3.6 9:20 4.7 4.3 4:40 0.195 18:50 0.280 0.252 0.252 0.00 2/12/2018 2:10 1.9 20:15 2.4 2.2 3:50 3.5 20:20 4.4 4.0 3:50 0.162 20:20 0.289 0.230 0.230 0.00 2/13/2018 2:55 1.9 8:10 2.4 2.2 4:10 3.4 19:10 4.4 4.0 4:10 0.153 19:10 0.281 0.221 0.221 0.17 2/14/2018 4:35 1.9 7:35 2.3 2.1 3:10 3.6 19:20 4.6 4.2 4:15 0.175 7:35 0.277 0.229 0.229 0.15 2/15/2018 3:50 1.9 7:35 2.2 2.0 2:55 3.5 20:10 4.5 4.2 2:55 0.158 7:35 0.243 0.209 0.209 0.00 2/16/2018 23:50 1.8 8:50 2.2 2.0 0:55 3.7 19:35 4.5 4.2 2:10 0.164 7:55 0.249 0.207 0.207 0.15 2/17/2018 4:30 1.7 9:40 2.3 2.0 2:50 3.7 10:25 4.8 4.4 2:50 0.149 9:40 0.284 0.222 0.222 0.32 2/18/2018 4:15 1.8 10:40 2.1 1.9 4:55 4.0 10:35 4.9 4.4 4:15 0.164 10:40 0.250 0.207 0.207 0.01 2/19/2018 3:00 1.6 19:15 2.0 1.8 2:35 3.8 19:15 4.8 4.3 3:00 0.134 19:15 0.231 0.189 0.189 0.00 2/20/2018 2:40 1.6 20:25 1.9 1.8 2:25 3.6 21:30 4.6 4.2 2:25 0.128 20:25 0.213 0.179 0.179 0.00 2/21/2018 5:05 1.6 19:20 1.9 1.8 3:40 3.3 19:05 4.6 4.1 3:40 0.127 19:15 0.217 0.176 0.176 0.00 2/22/2018 5:40 1.6 10:35 1.9 1.8 3:10 3.0 17:05 4.5 4.0 3:10 0.113 20:25 0.201 0.169 0.169 0.07 2/23/2018 5:20 1.6 19:40 1.9 1.8 2:15 2.8 18:50 4.5 4.0 1:50 0.106 18:50 0.199 0.163 0.163 0.01 2/24/2018 0:30 1.6 10:35 1.9 1.8 4:05 2.8 17:25 4.6 4.0 4:05 0.108 10:15 0.210 0.167 0.167 0.13 2/25/2018 0:20 1.6 10:15 2.0 1.8 2:05 2.7 10:10 4.7 4.0 2:05 0.109 10:10 0.232 0.178 0.178 0.11 2/26/2018 3:00 1.7 21:05 2.0 1.8 2:05 2.5 21:15 4.5 3.8 2:05 0.104 21:15 0.215 0.161 0.161 0.00 2/27/2018 10:45 1.7 19:55 2.0 1.8 2:20 2.7 19:40 4.6 3.8 1:35 0.106 19:55 0.221 0.161 0.161 0.19 2/28/2018 3:25 1.7 19:35 2.1 1.9 2:20 2.8 19:30 4.8 4.0 2:20 0.112 19:30 0.253 0.184 0.184 0.35 ReportAvg 2.1 4.4 0.240 ReportTotal 6.722 2.84 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.38 REN_MH4628\mp1\DFINAL (inches) REN_MH4628\mp1\VFINAL (feet/sec) REN_MH4628\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 3/1/2018 2:40 1.7 21:20 2.1 1.9 4:00 3.5 19:40 4.9 4.3 3:25 0.147 21:15 0.244 0.199 0.199 0.01 3/2/2018 2:55 1.7 8:05 2.0 1.9 3:25 3.6 8:05 4.9 4.3 2:55 0.147 8:05 0.240 0.195 0.195 0.07 3/3/2018 1:30 1.7 9:55 2.0 1.9 4:00 3.4 13:40 4.7 4.2 1:10 0.142 9:45 0.230 0.191 0.191 0.00 3/4/2018 1:05 1.7 11:35 2.0 1.9 4:40 3.2 9:45 4.8 4.2 3:00 0.133 11:35 0.238 0.188 0.188 0.12 3/5/2018 0:50 1.7 19:50 1.9 1.8 4:15 3.0 20:05 4.6 4.0 4:15 0.118 20:05 0.214 0.175 0.175 0.00 3/6/2018 2:50 1.6 19:45 1.9 1.8 2:15 3.0 19:40 4.6 4.0 2:50 0.114 19:40 0.219 0.170 0.170 0.00 3/7/2018 2:15 1.7 19:45 2.0 1.8 2:10 2.7 21:25 4.6 4.0 2:10 0.105 21:25 0.218 0.171 0.171 0.03 3/8/2018 4:05 1.7 21:30 2.0 1.8 3:05 2.9 21:25 4.7 4.0 3:00 0.113 21:25 0.237 0.174 0.174 0.37 3/9/2018 23:35 1.8 9:25 2.0 1.9 3:20 3.3 9:25 4.6 4.1 3:20 0.137 9:25 0.222 0.182 0.182 0.00 3/10/2018 3:25 1.7 10:40 2.0 1.9 3:50 3.0 10:45 4.6 4.0 3:50 0.117 10:45 0.234 0.180 0.180 0.00 3/11/2018 5:10 1.7 9:25 2.0 1.9 3:50 2.7 9:10 4.7 4.0 3:50 0.110 9:30 0.224 0.178 0.178 0.00 3/12/2018 14:15 1.7 19:15 2.0 1.8 2:45 2.5 18:40 4.6 3.9 2:45 0.099 18:40 0.215 0.164 0.164 0.00 3/13/2018 11:00 1.7 18:55 2.0 1.8 1:25 2.5 18:15 4.6 3.9 2:40 0.097 18:45 0.223 0.164 0.164 0.31 3/14/2018 1:25 1.7 20:30 2.0 1.8 2:50 2.7 7:30 4.6 3.9 1:25 0.108 7:30 0.222 0.168 0.168 0.04 3/15/2018 1:25 1.7 19:55 2.0 1.8 1:20 2.8 17:45 4.5 3.8 1:20 0.105 19:50 0.224 0.170 0.170 0.00 3/16/2018 3:00 1.7 16:40 2.0 1.8 1:45 2.8 16:40 4.4 3.7 1:45 0.111 16:40 0.210 0.162 0.162 0.00 3/17/2018 22:30 1.7 11:05 2.1 1.8 4:25 2.5 9:15 4.5 3.7 3:35 0.102 9:15 0.230 0.165 0.165 0.00 3/18/2018 4:00 1.4 9:35 2.0 1.8 4:55 2.6 10:50 4.5 3.6 4:00 0.086 10:50 0.221 0.160 0.160 0.00 3/19/2018 2:05 1.5 19:30 2.0 1.8 1:55 2.6 19:20 4.5 3.6 1:55 0.086 19:25 0.215 0.150 0.150 0.00 3/20/2018 3:00 1.5 20:05 1.9 1.7 1:40 2.6 18:25 4.4 3.5 2:25 0.088 18:25 0.208 0.142 0.142 0.00 3/21/2018 3:00 1.5 18:35 2.0 1.7 0:05 2.8 18:50 4.4 3.5 3:40 0.098 18:50 0.215 0.144 0.144 0.10 3/22/2018 1:40 1.5 20:30 1.9 1.8 0:50 2.5 19:10 4.3 3.7 0:50 0.093 16:55 0.196 0.151 0.151 0.48 3/23/2018 4:25 1.6 9:45 1.9 1.8 3:20 2.5 18:20 4.5 3.8 3:20 0.096 18:00 0.208 0.165 0.165 0.31 3/24/2018 2:55 1.6 9:00 2.0 1.8 1:10 3.0 9:55 4.7 4.1 2:55 0.114 9:55 0.232 0.182 0.182 0.28 3/25/2018 4:20 1.6 9:15 1.9 1.8 23:55 3.2 9:15 4.8 4.2 4:20 0.124 9:15 0.226 0.180 0.180 0.01 3/26/2018 2:40 1.6 18:40 1.9 1.8 3:45 3.2 18:35 4.7 4.1 2:35 0.116 18:35 0.208 0.173 0.173 0.17 3/27/2018 3:50 1.6 16:50 1.8 1.8 3:15 3.2 16:40 4.7 4.1 3:15 0.118 16:50 0.204 0.169 0.169 0.02 3/28/2018 1:55 1.5 19:25 1.8 1.7 2:40 3.2 17:45 4.7 4.1 2:40 0.109 17:45 0.205 0.166 0.166 0.01 3/29/2018 3:00 1.5 18:30 1.8 1.7 1:00 3.1 19:50 4.6 4.0 3:00 0.101 18:30 0.202 0.160 0.160 0.00 3/30/2018 2:30 1.5 20:55 1.8 1.7 1:05 3.1 9:15 4.5 3.9 3:15 0.103 7:20 0.190 0.156 0.156 0.00 3/31/2018 2:05 1.5 9:50 1.9 1.7 0:25 2.9 9:45 4.8 4.0 2:25 0.101 9:45 0.221 0.161 0.161 0.00 ReportAvg 1.8 3.9 0.170 ReportTotal 5.255 2.33 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.38 REN_MH4628\mp1\DFINAL (inches) REN_MH4628\mp1\VFINAL (feet/sec) REN_MH4628\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 4/1/2018 2:15 1.5 9:30 1.9 1.7 3:25 2.8 9:05 4.7 4.0 2:20 0.097 9:30 0.214 0.162 0.162 0.10 4/2/2018 0:00 1.5 7:25 1.8 1.7 0:35 2.7 20:30 4.5 3.8 0:35 0.094 20:30 0.194 0.145 0.145 0.00 4/3/2018 22:40 1.6 20:20 1.8 1.7 3:10 2.6 21:10 4.6 3.7 2:45 0.094 21:10 0.199 0.141 0.141 0.00 4/4/2018 1:45 1.5 20:10 1.9 1.7 0:55 2.6 20:10 4.7 3.7 1:45 0.088 20:10 0.217 0.147 0.147 0.39 4/5/2018 0:25 1.6 18:55 1.9 1.7 3:00 2.6 18:55 4.6 3.9 3:00 0.096 18:55 0.208 0.155 0.155 0.25 4/6/2018 23:35 1.6 19:40 1.8 1.7 1:55 2.9 7:50 4.5 3.9 2:25 0.106 19:40 0.196 0.156 0.156 0.00 4/7/2018 3:30 1.6 9:40 2.0 1.8 1:40 2.9 9:45 5.0 4.4 1:40 0.107 9:40 0.257 0.196 0.196 0.88 4/8/2018 4:35 1.8 10:20 2.2 1.9 2:15 4.1 10:20 5.4 4.9 2:15 0.174 10:20 0.315 0.232 0.232 0.45 4/9/2018 23:55 1.8 19:35 1.9 1.9 0:50 4.4 18:35 5.2 4.8 23:55 0.194 20:20 0.245 0.218 0.218 0.00 4/10/2018 2:45 1.8 19:05 1.9 1.9 3:05 4.2 17:20 5.1 4.7 3:05 0.178 19:05 0.238 0.211 0.211 0.23 4/11/2018 2:30 1.8 20:50 1.9 1.8 2:55 4.2 9:05 5.1 4.7 2:55 0.177 20:50 0.235 0.208 0.208 0.31 4/12/2018 12:15 1.7 11:50 3.0 1.9 2:05 4.4 11:50 6.3 4.7 12:20 0.179 11:50 0.545 0.211 0.211 0.11 4/13/2018 3:30 1.8 20:50 1.9 1.9 2:15 4.2 20:50 5.2 4.8 2:15 0.176 20:50 0.242 0.212 0.212 0.51 4/14/2018 0:45 1.9 23:55 3.5 2.6 2:10 4.9 23:40 6.7 5.8 2:10 0.223 23:55 0.725 0.431 0.431 1.52 4/15/2018 23:55 2.7 2:10 3.6 3.3 23:00 6.1 1:30 6.7 6.5 23:40 0.467 1:35 0.759 0.644 0.644 0.21 4/16/2018 3:35 2.7 18:00 3.1 2.9 3:35 5.9 20:55 6.6 6.2 3:35 0.445 20:05 0.612 0.511 0.511 0.71 4/17/2018 23:50 2.4 0:05 2.9 2.7 23:50 5.8 5:30 6.4 6.1 23:50 0.366 5:40 0.534 0.470 0.470 0.01 4/18/2018 23:55 2.1 6:35 2.5 2.4 23:55 5.3 6:05 6.0 5.7 23:55 0.280 6:20 0.411 0.360 0.360 0.12 4/19/2018 23:55 1.9 6:55 2.4 2.1 23:40 5.1 6:05 5.7 5.4 23:55 0.232 6:55 0.355 0.288 0.288 0.00 4/20/2018 2:30 1.9 6:30 2.1 2.0 23:55 4.7 18:15 5.5 5.1 23:55 0.212 6:30 0.293 0.244 0.244 0.00 4/21/2018 5:00 1.9 9:05 2.0 1.9 2:00 4.5 9:05 5.4 4.9 2:00 0.203 9:05 0.273 0.227 0.227 0.05 4/22/2018 2:10 1.8 9:10 2.0 1.9 2:25 4.3 11:20 5.2 4.8 2:25 0.187 9:10 0.252 0.219 0.219 0.00 ReportAvg 2.0 4.9 0.263 ReportTotal 5.788 5.85 AGENDA ITEM #6. o)   REN_MH4646    Located At:      582 Bronson Way NE (see attached site report for details)  Monitoring Period:      December 22, 2017 – April 22, 2018  Pipe Dimensions:        8”   Finalized Silt Level:       0 mm    Site Data Characteristics:  This site is located in a sanitary sewer pipe.  The scattergraph indicates site  operated in free flow conditions.   The site did not surcharge during the monitoring period.   The dry  weather data plots above the Froude =1 curve indicating supercritical flow.      Site Data Bias & Editing:  The depth and velocity measurements recorded by the flow monitor were  consistent with field confirmations conducted to date and supported the relative accuracy of the flow  monitor at this location.  The finalized depth data utilized the downward ultrasonic sensor.     Site Data Uptime:  The data uptime achieved during the monitoring period is provided in the table  below. Based upon the quality and consistency of the observed flow depth and velocity data, the  Continuity equation was used to calculate the flow rate for the monitoring period.     Entity Percentage Uptime  Raw  Percentage Uptime  Final  Depth (in) 100% 100%  Velocity (f/s) 100% 100%  Quantity (mgd) 100% 100%      Site Data Summary:  The average flow depth, velocity, and quantity data observed during the  monitoring period along with observed minimum and maximum data, are provided in the following  table. The minimum and maximum rates recorded in the tables are based on 5‐minute data intervals.        Item Depth (in) Velocity (f/s) Quantity (mgd) % Full  Minimum 1.02 6.57 0.138  13%  Maximum  1.82  11.44 0.387 23%   Average 1.34 9.28 0.225  17%                        AGENDA ITEM #6. o) Latitude: 47.491659° Longitude:-122.190337° REN_MH4646 TRITON+ System Characteristics Location Type Pipe Shapelocated in turn lane RENTON Medium Drive Site Access Details: Site Address /Location: Site Name 582 Bronson Way NE Flow Monitoring Site Report Installation Information Circular Monitor Series Monitor Location: Doppler Standard Ring and Crank Manhole # Installation Date: Pipe Size (H x W) Topside / Area Photo Wednesday, December 13, 2017 Access Temporary 8.00" x 7.75" Traffic MH4646 Residential Map Installation Type: Monitoring Location (Sensors): Peak Combo (CS4), Smart Depth (CS5) 4 0.00'' CS5 Physical Offset (in)Measurement Confidence (in) Peak Velocity (fps) Silt (in) 12:28:00 PM 8.00" x 7.75"Site Sketch Profile View or Photo low flow 0 - 5 psi Depth of Flow (Wet DOF) (in) 1.13 Velocity Sensor Offset (in) 10.75 Downstream 0-5 FT Manhole Sensors / Devices: Installation Confirmation: Manhole Opening Diameter (in) Silt Type Hydraulic Comments: 0'' Sanitary Sewer Overflow 0.25" Manhole / Pipe Information: Pressure Sensor Range (psi) Confirmation Time: 20''20'' Manhole Cover Manhole Frame Pipe Condition: Manhole Material: Manhole Diameter (Approx.): Manhole Depth (Approx. FT):Manhole Configuration Concrete Good 10 Manhole Condition: 22275.11.325 Additional Site Info. / Comments: ADS Project Name: ADS Project Number: Renton Wireless Pipe Material Antenna Location Communication Information: Manhole Pick / Vent Hole Yes, Inside Vitrified Clay Pipe NormalSteel Fair Active Connections Renton traffic control Needed Air Quality: Communication Type Normal AGENDA ITEM #6. o) Additional Photos Flow Direction Monitoring Point Side inlet KEY Google Earth Map Top Down Location Location Map Inlet Outlet Location Map AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH4646\mp1\DFINAL (inches) REN_MH4646\mp1\VFINAL (feet/sec) REN_MH4646\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 12/22/2017 1:10 1.2 11:40 1.6 1.4 4:10 8.5 16:15 10.0 9.2 4:10 0.174 17:00 0.280 0.232 0.232 0.10 12/23/2017 6:05 1.1 10:45 1.6 1.4 3:40 8.2 12:05 10.2 9.1 6:05 0.163 10:45 0.301 0.230 0.230 0.00 12/24/2017 3:50 1.2 10:40 1.6 1.3 2:30 7.7 11:00 10.3 9.0 2:30 0.161 10:40 0.301 0.218 0.218 0.00 12/25/2017 2:10 1.2 9:05 1.5 1.3 4:40 7.7 10:20 10.6 8.9 2:10 0.157 11:20 0.287 0.210 0.210 0.14 12/26/2017 4:25 1.2 14:30 1.5 1.3 5:20 7.6 12:25 9.8 8.9 4:50 0.155 14:30 0.273 0.210 0.210 0.17 12/27/2017 2:05 1.1 11:45 1.5 1.3 4:10 7.5 10:35 10.0 9.0 2:05 0.144 11:45 0.286 0.214 0.214 0.00 12/28/2017 2:40 1.1 14:55 1.5 1.3 2:35 7.2 17:55 10.2 8.9 2:40 0.140 14:55 0.262 0.205 0.205 0.25 12/29/2017 2:45 1.1 10:25 1.6 1.4 2:05 8.3 13:00 11.3 9.7 2:45 0.166 10:25 0.329 0.248 0.248 1.57 12/30/2017 5:30 1.2 13:30 1.6 1.4 4:10 8.7 17:00 10.5 9.6 5:30 0.182 13:30 0.317 0.238 0.238 0.02 12/31/2017 3:10 1.2 13:00 1.5 1.4 4:05 8.8 11:20 10.6 9.5 4:10 0.186 12:55 0.306 0.236 0.236 0.00 ReportAvg 1.3 9.2 0.224 ReportTotal 2.241 2.25 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH4646\mp1\DFINAL (inches) REN_MH4646\mp1\VFINAL (feet/sec) REN_MH4646\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 1/1/2018 21:20 1.2 11:05 1.5 1.3 6:15 8.7 10:45 11.3 9.5 7:50 0.184 10:45 0.308 0.229 0.229 0.00 1/2/2018 5:00 1.2 19:40 1.5 1.3 3:40 8.2 19:40 10.5 9.3 3:40 0.167 19:40 0.294 0.221 0.221 0.01 1/3/2018 4:25 1.2 18:00 1.5 1.3 3:50 8.3 16:30 10.3 9.2 23:45 0.171 19:45 0.285 0.225 0.225 0.00 1/4/2018 0:45 1.2 19:00 1.5 1.3 3:35 8.1 19:15 10.4 9.1 1:50 0.170 19:15 0.279 0.219 0.219 0.09 1/5/2018 1:40 1.2 19:55 1.5 1.3 3:35 7.8 13:00 10.2 9.1 3:35 0.157 19:55 0.270 0.210 0.210 0.42 1/6/2018 3:05 1.2 13:10 1.6 1.4 2:40 8.2 11:35 10.2 9.2 3:05 0.168 11:35 0.297 0.225 0.225 0.24 1/7/2018 2:50 1.1 10:25 1.5 1.3 3:55 7.9 23:10 10.4 9.1 2:55 0.157 9:15 0.270 0.214 0.214 0.38 1/8/2018 1:20 1.1 18:45 1.5 1.3 2:35 8.1 9:35 9.9 9.1 3:45 0.157 18:45 0.268 0.206 0.206 0.14 1/9/2018 1:50 1.2 9:40 1.5 1.3 3:10 8.2 17:15 10.1 9.2 3:10 0.169 22:20 0.274 0.219 0.219 0.46 1/10/2018 3:35 1.1 13:50 1.5 1.3 2:10 8.2 20:35 10.5 9.3 4:35 0.161 16:10 0.286 0.225 0.225 0.22 1/11/2018 3:20 1.3 11:10 1.7 1.5 1:45 8.6 16:40 10.7 9.7 1:40 0.204 20:15 0.346 0.276 0.276 1.04 1/12/2018 16:55 1.3 6:20 1.8 1.5 2:55 9.1 18:40 10.7 9.7 5:20 0.229 6:20 0.359 0.275 0.275 0.20 1/13/2018 2:45 1.3 9:05 1.7 1.5 4:10 8.9 9:55 10.6 9.6 2:45 0.203 9:00 0.326 0.266 0.266 0.02 1/14/2018 3:00 1.3 11:30 1.7 1.5 3:35 8.7 16:10 10.5 9.5 3:00 0.196 11:50 0.338 0.258 0.258 0.00 1/15/2018 5:00 1.3 18:35 1.6 1.5 23:55 8.6 18:05 10.7 9.5 23:55 0.199 18:35 0.339 0.257 0.257 0.04 1/16/2018 2:35 1.2 19:50 1.7 1.4 3:45 8.5 21:35 10.6 9.3 2:35 0.187 19:50 0.329 0.243 0.243 0.26 1/17/2018 0:50 1.2 18:30 1.6 1.4 3:05 8.4 20:15 10.6 9.3 3:15 0.180 18:40 0.329 0.236 0.236 0.79 1/18/2018 12:35 1.2 18:20 1.6 1.4 2:20 8.7 18:35 10.2 9.6 2:30 0.185 18:20 0.312 0.246 0.246 0.40 1/19/2018 13:45 1.2 9:45 1.6 1.4 2:50 8.6 12:00 10.5 9.5 3:10 0.188 9:45 0.298 0.237 0.237 0.10 1/20/2018 1:00 1.2 10:05 1.7 1.4 5:15 8.6 11:45 11.0 9.5 3:10 0.178 10:05 0.335 0.250 0.250 0.10 1/21/2018 4:10 1.2 14:50 1.7 1.4 3:00 8.4 13:35 10.5 9.4 4:10 0.176 14:50 0.361 0.246 0.246 0.16 1/22/2018 8:30 1.2 6:50 1.6 1.4 3:45 8.4 6:20 10.5 9.4 8:30 0.186 20:00 0.324 0.246 0.246 0.34 1/23/2018 0:10 1.2 19:00 1.6 1.5 2:35 8.9 19:10 10.4 9.6 0:10 0.190 19:10 0.332 0.261 0.261 0.79 1/24/2018 23:55 1.2 19:50 1.8 1.5 3:40 9.1 20:25 10.6 9.8 23:55 0.207 19:50 0.380 0.285 0.285 0.51 1/25/2018 2:50 1.2 20:00 1.7 1.5 4:10 9.2 20:20 10.7 9.8 2:50 0.195 19:45 0.351 0.279 0.279 0.14 1/26/2018 1:50 1.3 20:00 1.7 1.5 3:05 8.9 10:20 10.6 9.7 3:05 0.203 13:05 0.344 0.275 0.275 0.36 1/27/2018 18:20 1.4 9:30 1.8 1.6 2:20 9.4 12:50 11.3 10.1 3:40 0.248 9:30 0.379 0.300 0.300 0.61 1/28/2018 0:40 1.3 13:50 1.8 1.5 5:00 9.2 9:35 11.1 10.0 0:40 0.236 13:50 0.387 0.294 0.294 0.07 1/29/2018 11:05 1.3 19:50 1.7 1.5 3:00 9.0 21:40 11.4 10.0 5:15 0.210 16:50 0.369 0.280 0.280 0.90 1/30/2018 11:40 1.2 5:55 1.7 1.5 23:35 9.5 18:25 11.1 10.1 11:40 0.205 8:35 0.352 0.276 0.276 0.00 1/31/2018 17:20 1.2 7:10 1.7 1.4 3:25 9.1 12:50 10.6 9.8 23:45 0.189 7:10 0.345 0.259 0.259 0.00 ReportAvg 1.4 9.5 0.250 ReportTotal 7.740 8.79 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH4646\mp1\DFINAL (inches) REN_MH4646\mp1\VFINAL (feet/sec) REN_MH4646\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 2/1/2018 3:50 1.1 16:35 1.8 1.4 3:25 9.0 19:05 10.8 9.7 3:50 0.160 16:35 0.354 0.249 0.249 0.66 2/2/2018 5:20 1.1 6:15 1.6 1.4 2:50 9.1 10:45 10.7 9.7 5:20 0.183 16:30 0.329 0.237 0.237 0.04 2/3/2018 2:20 1.2 13:15 1.8 1.5 3:45 8.7 14:45 10.8 9.6 2:20 0.175 13:15 0.373 0.261 0.261 0.31 2/4/2018 0:05 1.2 16:00 1.7 1.5 3:10 8.7 11:45 10.8 9.7 0:05 0.190 9:55 0.338 0.270 0.270 0.02 2/5/2018 2:25 1.1 16:40 1.7 1.4 1:55 8.9 19:00 10.4 9.7 2:25 0.168 16:40 0.343 0.260 0.260 0.04 2/6/2018 3:45 1.1 17:55 1.7 1.5 2:55 8.7 10:15 10.4 9.5 3:45 0.174 17:55 0.338 0.259 0.259 0.00 2/7/2018 12:40 1.1 19:25 1.5 1.3 2:15 8.5 19:35 10.3 9.5 2:10 0.165 6:25 0.286 0.228 0.228 0.00 2/8/2018 0:05 1.1 6:20 1.6 1.3 3:10 8.5 20:25 10.7 9.4 2:25 0.178 6:20 0.302 0.226 0.226 0.09 2/9/2018 0:55 1.1 8:40 1.6 1.4 3:10 8.3 16:25 10.3 9.2 1:00 0.159 8:40 0.305 0.227 0.227 0.01 2/10/2018 3:10 1.2 13:50 1.6 1.4 1:55 8.6 12:50 10.7 9.3 3:10 0.172 10:35 0.306 0.234 0.234 0.01 2/11/2018 23:50 1.1 10:30 1.6 1.4 5:15 8.2 11:45 10.6 9.3 23:50 0.169 11:55 0.321 0.234 0.234 0.00 2/12/2018 0:25 1.1 22:10 1.6 1.3 3:10 7.7 19:20 10.0 9.0 3:35 0.153 22:10 0.305 0.211 0.211 0.00 2/13/2018 3:40 1.1 21:30 1.5 1.3 2:20 8.2 20:05 10.1 9.1 3:40 0.153 21:30 0.276 0.209 0.209 0.17 2/14/2018 23:40 1.1 22:30 1.6 1.3 3:15 7.9 19:00 10.5 9.2 2:55 0.152 22:30 0.291 0.203 0.203 0.15 2/15/2018 9:05 1.1 8:00 1.5 1.2 2:50 7.8 18:10 9.9 9.1 4:05 0.144 8:00 0.266 0.194 0.194 0.00 2/16/2018 22:00 1.1 9:15 1.5 1.2 2:45 7.8 20:45 10.5 9.1 1:10 0.145 9:15 0.277 0.198 0.198 0.15 2/17/2018 18:30 1.1 23:10 1.5 1.3 3:55 7.9 10:55 11.1 9.3 2:55 0.150 10:55 0.320 0.208 0.208 0.32 2/18/2018 5:15 1.1 21:25 1.5 1.2 4:35 7.9 14:20 10.9 9.3 5:15 0.138 14:25 0.291 0.202 0.202 0.01 2/19/2018 23:35 1.1 21:20 1.6 1.3 3:45 7.9 12:15 10.3 9.1 4:45 0.153 21:20 0.305 0.219 0.219 0.00 2/20/2018 0:25 1.1 20:20 1.4 1.3 2:20 7.7 20:50 10.3 9.0 0:30 0.153 20:30 0.249 0.201 0.201 0.00 2/21/2018 1:15 1.1 0:00 1.6 1.3 4:10 7.6 13:30 10.2 9.0 1:15 0.144 0:00 0.280 0.206 0.206 0.00 2/22/2018 8:55 1.1 20:00 1.6 1.3 2:30 7.3 16:55 10.2 8.9 2:30 0.153 20:00 0.304 0.211 0.211 0.07 2/23/2018 0:50 1.1 21:35 1.5 1.3 3:10 7.6 9:05 10.3 9.0 3:55 0.147 21:35 0.269 0.210 0.210 0.01 2/24/2018 3:55 1.1 14:25 1.6 1.3 4:05 7.5 9:55 10.3 9.0 3:50 0.140 14:25 0.303 0.217 0.217 0.13 2/25/2018 7:30 1.2 10:40 1.6 1.4 3:20 7.6 10:25 10.0 9.1 3:20 0.156 10:40 0.299 0.223 0.223 0.11 2/26/2018 2:15 1.2 19:25 1.5 1.3 3:50 7.5 19:30 10.6 8.9 2:15 0.160 18:35 0.269 0.206 0.206 0.00 2/27/2018 2:20 1.2 20:30 1.6 1.3 2:20 7.3 21:40 10.0 8.9 2:20 0.144 20:30 0.309 0.216 0.216 0.19 2/28/2018 3:15 1.2 0:00 1.6 1.3 2:10 7.3 19:55 10.1 9.0 3:50 0.155 21:35 0.281 0.216 0.216 0.35 ReportAvg 1.3 9.2 0.223 ReportTotal 6.233 2.84 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH4646\mp1\DFINAL (inches) REN_MH4646\mp1\VFINAL (feet/sec) REN_MH4646\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 3/1/2018 4:45 1.2 21:30 1.5 1.3 2:05 7.5 17:15 10.4 9.0 1:55 0.155 21:30 0.268 0.199 0.199 0.01 3/2/2018 3:25 1.2 9:05 1.5 1.3 2:55 7.8 18:45 10.3 9.0 2:50 0.156 9:05 0.262 0.204 0.204 0.07 3/3/2018 4:35 1.2 10:40 1.6 1.3 4:30 7.2 10:25 10.4 8.9 4:35 0.143 10:25 0.328 0.209 0.209 0.00 3/4/2018 12:20 1.1 9:25 1.7 1.3 5:50 7.4 15:35 10.8 9.0 5:50 0.143 9:30 0.318 0.200 0.200 0.12 3/5/2018 3:25 1.1 18:30 1.4 1.3 3:10 7.4 12:10 10.5 8.9 3:45 0.146 18:30 0.249 0.198 0.198 0.00 3/6/2018 0:55 1.1 6:40 1.4 1.2 3:30 7.3 18:30 10.6 8.9 3:30 0.142 7:10 0.247 0.189 0.189 0.00 3/7/2018 16:05 1.2 17:05 1.5 1.3 1:50 7.4 18:45 9.9 8.9 3:00 0.155 17:05 0.263 0.200 0.200 0.03 3/8/2018 3:35 1.2 20:55 1.6 1.3 3:30 7.6 20:45 10.4 9.0 3:35 0.150 20:55 0.304 0.200 0.200 0.37 3/9/2018 4:35 1.2 18:05 1.6 1.3 2:05 7.7 19:00 10.2 9.0 5:15 0.162 18:05 0.298 0.206 0.206 0.00 3/10/2018 15:45 1.2 10:20 1.5 1.3 4:25 7.1 10:40 10.7 9.1 4:25 0.156 10:20 0.274 0.204 0.204 0.00 3/11/2018 5:10 1.2 10:10 1.4 1.3 4:10 7.4 9:40 10.8 9.1 4:05 0.150 9:40 0.277 0.201 0.201 0.00 3/12/2018 0:10 1.2 20:30 1.4 1.2 2:00 7.0 17:20 10.8 9.0 2:00 0.148 20:30 0.256 0.195 0.195 0.00 3/13/2018 3:00 1.2 18:00 1.4 1.2 1:50 7.8 17:05 10.3 9.2 2:25 0.158 18:00 0.261 0.200 0.200 0.31 3/14/2018 0:20 1.2 20:25 1.5 1.3 2:05 7.7 9:10 10.6 9.2 1:05 0.154 20:25 0.265 0.202 0.202 0.04 3/15/2018 3:20 1.2 19:45 1.4 1.3 1:50 7.7 9:30 10.3 9.1 3:20 0.151 19:45 0.257 0.199 0.199 0.00 3/16/2018 0:50 1.2 6:00 1.5 1.3 2:55 7.5 9:50 10.2 9.1 1:35 0.154 6:00 0.262 0.202 0.202 0.00 3/17/2018 1:15 1.2 12:45 1.5 1.3 0:25 7.8 8:55 10.8 9.1 5:15 0.153 12:45 0.277 0.204 0.204 0.00 3/18/2018 1:20 1.2 9:30 1.6 1.3 4:35 7.1 11:20 10.2 9.0 4:35 0.149 9:30 0.310 0.202 0.202 0.00 3/19/2018 23:55 1.2 17:45 1.5 1.2 2:35 7.2 20:40 10.1 8.9 2:20 0.145 17:45 0.270 0.194 0.194 0.00 3/20/2018 1:25 1.2 20:15 1.5 1.2 23:45 7.8 7:45 10.2 8.9 23:50 0.151 20:15 0.255 0.192 0.192 0.00 3/21/2018 1:15 1.2 19:20 1.5 1.2 0:20 7.2 11:55 9.8 8.8 1:45 0.145 19:20 0.275 0.188 0.188 0.10 3/22/2018 0:45 1.2 4:35 1.5 1.3 2:05 7.4 12:25 9.9 8.9 3:10 0.151 19:15 0.280 0.206 0.206 0.48 3/23/2018 0:45 1.2 5:20 1.6 1.3 1:00 7.5 8:20 10.0 9.0 0:50 0.158 10:10 0.285 0.207 0.207 0.31 3/24/2018 2:45 1.2 11:40 1.6 1.3 2:40 7.7 11:20 10.1 9.0 1:05 0.163 11:40 0.288 0.208 0.208 0.28 3/25/2018 4:35 1.2 19:35 1.6 1.3 4:15 7.5 19:05 10.4 8.9 3:25 0.152 19:25 0.293 0.208 0.208 0.01 3/26/2018 0:25 1.2 17:30 1.6 1.3 1:10 7.3 8:40 10.3 9.0 2:40 0.152 20:35 0.286 0.205 0.205 0.17 3/27/2018 4:40 1.2 19:15 1.5 1.3 0:45 7.7 19:40 10.3 9.1 1:00 0.164 19:15 0.283 0.206 0.206 0.02 3/28/2018 1:15 1.2 4:40 1.5 1.3 2:00 8.0 19:50 10.2 9.1 1:15 0.164 18:55 0.262 0.216 0.216 0.01 3/29/2018 1:15 1.2 8:20 1.4 1.3 1:35 7.9 14:25 10.1 9.1 1:45 0.175 18:00 0.256 0.217 0.217 0.00 3/30/2018 0:00 1.2 7:40 1.4 1.3 2:00 7.4 17:55 9.7 9.0 2:40 0.164 7:40 0.248 0.214 0.214 0.00 3/31/2018 1:25 1.2 9:20 1.4 1.3 1:55 7.8 11:40 10.2 9.0 0:15 0.164 9:15 0.254 0.211 0.211 0.00 ReportAvg 1.3 9.0 0.203 ReportTotal 6.289 2.33 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH4646\mp1\DFINAL (inches) REN_MH4646\mp1\VFINAL (feet/sec) REN_MH4646\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 4/1/2018 0:30 1.2 7:55 1.4 1.3 2:55 7.2 16:25 10.4 8.9 4:00 0.155 8:50 0.257 0.206 0.206 0.10 4/2/2018 23:50 1.1 17:15 1.4 1.3 2:30 7.1 17:20 10.5 8.7 23:50 0.154 17:20 0.261 0.201 0.201 0.00 4/3/2018 22:45 1.1 6:00 1.4 1.3 2:00 6.6 10:45 10.1 8.7 2:00 0.142 6:00 0.233 0.195 0.195 0.00 4/4/2018 22:45 1.2 19:40 1.4 1.3 1:30 6.9 18:05 9.7 8.8 0:10 0.154 17:20 0.232 0.196 0.196 0.39 4/5/2018 23:50 1.1 3:25 1.3 1.3 1:45 7.1 18:25 10.4 8.9 2:35 0.149 18:25 0.223 0.195 0.195 0.25 4/6/2018 13:15 1.1 2:50 1.3 1.2 1:50 7.3 8:25 10.1 8.9 23:45 0.153 6:20 0.225 0.189 0.189 0.00 4/7/2018 20:45 1.0 5:55 1.3 1.2 0:20 7.5 14:40 10.4 9.2 20:45 0.153 8:50 0.245 0.190 0.190 0.88 4/8/2018 1:15 1.0 9:20 1.4 1.3 2:30 8.2 13:00 10.9 9.4 1:15 0.141 16:30 0.259 0.213 0.213 0.45 4/9/2018 20:30 1.2 6:25 1.4 1.3 2:15 8.1 17:00 10.3 9.2 2:15 0.185 17:00 0.247 0.216 0.216 0.00 4/10/2018 23:35 1.2 8:05 1.4 1.3 2:40 8.2 12:30 10.0 9.2 2:45 0.181 8:05 0.264 0.217 0.217 0.23 4/11/2018 19:25 1.2 8:00 1.4 1.3 2:45 7.9 21:15 10.6 9.5 2:45 0.181 8:00 0.264 0.225 0.225 0.31 4/12/2018 0:35 1.2 4:55 1.5 1.3 1:50 8.1 13:25 10.3 9.4 1:50 0.179 7:00 0.273 0.227 0.227 0.11 4/13/2018 21:00 1.3 21:20 1.4 1.3 1:30 8.0 15:20 10.7 9.3 1:40 0.184 15:20 0.264 0.223 0.223 0.51 4/14/2018 11:50 1.1 22:45 1.5 1.3 1:55 8.7 17:15 11.4 9.9 0:40 0.185 22:25 0.302 0.235 0.235 1.52 4/15/2018 13:25 1.2 3:40 1.5 1.4 22:00 9.6 13:20 11.3 10.3 19:15 0.216 18:40 0.285 0.252 0.252 0.21 4/16/2018 0:30 1.2 20:05 1.5 1.4 1:55 9.5 14:30 11.4 10.2 0:30 0.203 20:05 0.309 0.264 0.264 0.71 4/17/2018 21:15 1.3 8:35 1.5 1.4 23:45 9.7 19:00 10.8 10.2 22:25 0.235 17:10 0.305 0.272 0.272 0.01 4/18/2018 21:35 1.3 4:30 1.5 1.4 2:40 9.3 19:30 10.6 10.0 1:05 0.220 7:35 0.292 0.261 0.261 0.12 4/19/2018 2:45 1.3 5:35 1.5 1.4 1:25 9.3 12:40 10.6 9.9 2:45 0.212 5:40 0.290 0.252 0.252 0.00 4/20/2018 23:25 1.2 23:30 1.4 1.4 2:05 9.0 23:25 11.0 9.8 3:00 0.208 7:50 0.271 0.240 0.240 0.00 4/21/2018 13:20 1.3 23:55 1.4 1.3 4:00 8.8 18:30 11.3 9.8 4:25 0.202 18:30 0.280 0.237 0.237 0.05 4/22/2018 11:05 1.2 7:40 1.5 1.4 2:40 8.8 16:45 11.0 9.9 1:20 0.207 7:40 0.277 0.244 0.244 0.00 ReportAvg 1.3 9.4 0.225 ReportTotal 4.951 5.85 AGENDA ITEM #6. o)     REN_MH5302    Located At:      Royal Hills and SE Harrington Pl S (see attached site report for details)  Monitoring Period:      December 22, 2017 – April 22, 2018  Pipe Dimensions:        19.88”   Finalized Silt Level:       0 mm    Site Data Characteristics:  This site is located in a sanitary sewer pipe.  The scattergraph indicates site  operated in free flow conditions.   The site did not surcharge during the monitoring period.   The dry  weather data plots below the Froude =1 curve indicating subcritical flow.      Site Data Bias & Editing:  The depth and velocity measurements recorded by the flow monitor were  consistent with field confirmations conducted to date and supported the relative accuracy of the flow  monitor at this location.  The finalized depth data utilized the upward ultrasonic sensor.     Site Data Uptime:  The data uptime achieved during the monitoring period is provided in the table  below. Based upon the quality and consistency of the observed flow depth and velocity data, the  Continuity equation was used to calculate the flow rate for the monitoring period.     Entity Percentage Uptime  Raw  Percentage Uptime  Final  Depth (in) 100% 100%  Velocity (f/s) 100% 100%  Quantity (mgd) 100% 100%      Site Data Summary:  The average flow depth, velocity, and quantity data observed during the  monitoring period along with observed minimum and maximum data, are provided in the following  table. The minimum and maximum rates recorded in the tables are based on 5‐minute data intervals.        Item Depth (in) Velocity (f/s) Quantity (mgd) % Full  Minimum 5.87 2.33 0.826  30%  Maximum  13.86  5.18 5.184 70%   Average 9.08 3.54 2.169  46%                      AGENDA ITEM #6. o) Latitude: 47.471174° Longitude:-122.180840° Site Sketch Plan View or Photo Additional Site Info. / Comments: Off trail. Confirmation information available from ADS. Moderate, smooth flow Good Antenna Location Communication Information: Active Drop Connections Air Quality: Communication Type Normal 22275.11.325 ADS Project Name: ADS Project Number: Renton.Carollo.I&I.WA17 Manhole Cover Manhole Frame Manhole Material: Manhole Diameter (Approx.): Manhole Depth (Approx. FT):Manhole Configuration Concrete Wireless Pipe Material Access via trail going under power lines, off main road. Sensors / Devices: 14.00'' x 14.00'' 0.25" Manhole / Pipe Information: Installation Type: Pressure Sensor Range (psi) Confirmation Time: Site Sketch Profile View or Photo Pipe Size (H x W) Topside / Area Photo Peak Combo (CS4) Pipe Size (HxW) 11:04:00 AM Monitoring Location (Sensors): Depth of Flow (Wet DOF) (in)Range (Air DOF) (in) 10.00'' Velocity Sensor Offset (in) ~4.63 FPS .50'' Temporary 14.00'' x 14.00'' REN_MH5302 Access Traffic TRITON+ System Characteristics Location Type Pipe Shape Renton.Carollo.I&I.WA17 LightDrive Site Access Details: Site Address /Location: Site Name Acces Via Royal Hills + SE Harrington Pl S 0 - 5 psi Installation Information Circular Monitor Series Monitor Location: Doppler Special Installation Manhole # Installation Date: 12.20.17 Upstream 0-5 FT Manhole MH3216 Other Map Flow Monitoring Site Report 0 Downlooker Physical Offset (in)Measurement Confidence (in) - Peak Velocity (fps) Silt (in) ~8' Installation Confirmation: Manhole Opening Diameter (in) Silt Type Hydraulic Comments: Pipe Condition: Single Good Manhole Pick / Vent Hole Manhole Condition: No PVC 20'' NormalVented 20'' AGENDA ITEM #6. o) Additional Photos Flow Direction Monitoring Point Location Upstream Downstream Side Inlet Top Down Location AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 19.88 REN_MH5302\mp1\DFINAL (inches) REN_MH5302\mp1\VFINAL (feet/sec) REN_MH5302\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 12/22/2017 3:50 8.2 9:25 9.9 9.3 2:55 3.4 9:25 4.1 3.7 4:40 1.804 9:25 2.735 2.301 2.301 0.10 12/23/2017 5:30 7.8 10:55 9.8 9.0 6:40 3.3 14:40 4.0 3.6 5:45 1.619 12:45 2.606 2.158 2.158 0.00 12/24/2017 4:45 7.4 11:25 9.8 8.7 3:50 3.1 11:15 4.1 3.6 4:40 1.460 11:25 2.669 2.050 2.050 0.00 12/25/2017 5:25 7.3 12:15 9.5 8.5 7:05 3.1 16:30 3.9 3.5 5:00 1.419 16:30 2.433 1.956 1.956 0.14 12/26/2017 4:30 7.3 11:55 9.4 8.5 4:10 3.1 11:50 3.9 3.5 4:15 1.383 11:50 2.447 1.948 1.948 0.17 12/27/2017 4:10 7.2 12:20 9.3 8.4 4:05 3.0 12:20 3.8 3.5 4:10 1.337 12:20 2.395 1.895 1.895 0.00 12/28/2017 4:20 7.2 23:55 9.6 8.6 6:30 3.0 19:35 4.0 3.5 4:15 1.323 19:35 2.550 2.004 2.004 0.25 12/29/2017 0:55 9.1 12:20 13.9 11.9 2:40 3.5 12:00 5.2 4.5 2:40 2.144 12:00 5.184 3.849 3.849 1.57 12/30/2017 23:55 10.2 0:35 11.4 10.7 21:10 3.6 0:35 4.5 4.1 21:10 2.613 0:35 3.577 3.022 3.022 0.02 12/31/2017 5:05 9.7 12:10 10.6 10.1 6:40 3.6 17:15 4.2 3.8 6:40 2.345 17:15 2.999 2.649 2.649 0.00 ReportAvg 9.4 3.7 2.383 ReportTotal 23.83 2.25 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 19.88 REN_MH5302\mp1\DFINAL (inches) REN_MH5302\mp1\VFINAL (feet/sec) REN_MH5302\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 1/1/2018 6:00 8.6 13:30 10.3 9.6 6:50 3.2 13:30 3.9 3.7 6:50 1.778 13:30 2.766 2.369 2.369 0.00 1/2/2018 4:35 8.1 20:55 9.8 9.2 3:10 3.1 12:15 3.9 3.5 3:10 1.641 20:55 2.588 2.136 2.136 0.01 1/3/2018 4:40 7.7 20:50 9.6 8.9 3:10 3.1 18:55 3.9 3.5 3:10 1.541 18:55 2.470 2.032 2.032 0.00 1/4/2018 4:10 7.4 18:40 9.5 8.6 3:30 3.1 21:40 3.9 3.5 3:30 1.446 21:40 2.430 1.954 1.954 0.09 1/5/2018 4:20 7.4 18:35 9.7 8.9 3:45 3.1 18:35 3.9 3.5 3:45 1.446 18:35 2.534 2.076 2.076 0.42 1/6/2018 4:10 8.4 10:35 10.3 9.5 4:25 3.3 12:00 4.1 3.7 4:25 1.776 12:00 2.894 2.393 2.393 0.24 1/7/2018 5:35 8.2 20:35 10.4 9.5 6:05 3.2 18:50 4.1 3.7 5:25 1.718 20:35 2.868 2.366 2.366 0.38 1/8/2018 4:20 9.0 19:55 10.2 9.7 3:05 3.4 21:45 4.0 3.8 4:20 2.035 19:55 2.777 2.475 2.475 0.14 1/9/2018 0:25 9.5 19:10 10.5 9.9 0:25 3.6 20:50 4.2 3.9 0:25 2.309 20:50 2.970 2.648 2.648 0.46 1/10/2018 3:55 8.8 21:25 10.0 9.6 5:00 3.3 12:25 4.0 3.7 3:20 1.933 21:25 2.694 2.395 2.395 0.22 1/11/2018 4:25 9.1 15:20 13.2 11.1 2:15 3.4 14:40 5.1 4.3 2:15 2.102 14:50 4.733 3.401 3.401 1.04 1/12/2018 23:55 10.3 0:00 11.1 10.6 14:55 4.0 0:10 4.4 4.2 14:55 2.853 0:00 3.427 3.059 3.059 0.20 1/13/2018 4:20 9.9 10:20 10.8 10.2 4:20 3.8 11:55 4.3 4.0 4:20 2.560 10:20 3.144 2.781 2.781 0.02 1/14/2018 4:35 9.3 10:30 10.4 9.8 3:55 3.4 10:25 4.2 3.8 3:55 2.151 10:25 3.005 2.542 2.542 0.00 1/15/2018 4:45 8.6 19:00 10.0 9.4 3:55 3.4 20:30 4.0 3.7 3:55 1.901 20:30 2.681 2.335 2.335 0.04 1/16/2018 4:30 8.6 9:05 10.0 9.4 3:15 3.3 6:50 4.1 3.7 3:15 1.892 6:50 2.736 2.344 2.344 0.26 1/17/2018 4:45 8.2 20:00 11.6 9.6 3:35 3.3 20:05 4.6 3.8 4:20 1.760 20:05 3.669 2.447 2.447 0.79 1/18/2018 2:50 10.1 7:25 11.6 10.7 23:15 3.9 7:10 4.5 4.2 2:50 2.755 7:25 3.635 3.120 3.120 0.40 1/19/2018 23:20 9.8 8:40 10.5 10.1 23:15 3.8 6:45 4.2 4.0 23:15 2.528 8:40 3.009 2.747 2.747 0.10 1/20/2018 3:45 9.4 10:20 10.4 9.9 3:10 3.6 11:55 4.1 3.9 3:10 2.265 11:55 2.941 2.593 2.593 0.10 1/21/2018 5:10 8.8 17:15 10.3 9.7 4:35 3.4 10:40 4.1 3.8 4:35 1.996 17:15 2.857 2.466 2.466 0.16 1/22/2018 4:05 8.7 7:30 10.4 9.7 2:10 3.3 7:10 4.2 3.8 2:10 1.891 7:10 2.962 2.511 2.511 0.34 1/23/2018 4:25 8.7 19:35 11.4 10.0 3:30 3.4 19:55 4.5 3.9 3:30 1.937 19:55 3.515 2.699 2.699 0.79 1/24/2018 3:55 10.4 19:45 11.7 10.8 13:15 3.9 19:50 4.5 4.3 13:15 2.862 19:50 3.744 3.198 3.198 0.51 1/25/2018 23:55 10.2 7:40 10.8 10.5 10:55 3.8 7:40 4.3 4.1 10:55 2.738 7:40 3.229 2.959 2.959 0.14 1/26/2018 3:15 9.8 18:25 10.7 10.2 2:25 3.8 22:50 4.3 4.0 2:25 2.516 22:50 3.111 2.800 2.800 0.36 1/27/2018 0:15 10.3 7:55 12.2 11.2 23:25 3.9 11:00 4.7 4.3 0:15 2.843 11:05 4.073 3.388 3.388 0.61 1/28/2018 23:50 10.1 17:15 10.7 10.4 23:45 3.7 11:20 4.3 4.0 23:50 2.515 11:20 3.157 2.872 2.872 0.07 1/29/2018 4:15 9.6 16:55 13.0 10.9 3:40 3.2 20:20 4.7 3.9 3:40 2.096 20:20 4.253 2.997 2.997 0.90 1/30/2018 23:55 10.1 0:20 11.3 10.6 20:40 3.9 0:20 4.4 4.1 23:50 2.715 0:20 3.463 2.992 2.992 0.00 1/31/2018 23:55 9.7 19:40 10.4 10.1 23:10 3.5 8:05 4.1 3.8 23:10 2.342 8:05 2.890 2.627 2.627 0.00 ReportAvg 9.9 3.9 2.636 ReportTotal 81.72 8.79 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 19.88 REN_MH5302\mp1\DFINAL (inches) REN_MH5302\mp1\VFINAL (feet/sec) REN_MH5302\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 2/1/2018 3:20 8.9 22:25 11.3 9.9 3:25 3.3 22:30 4.2 3.7 3:20 1.957 22:25 3.346 2.519 2.519 0.66 2/2/2018 23:55 10.1 8:15 10.8 10.5 22:25 3.7 13:35 4.2 3.9 23:50 2.580 13:35 3.114 2.844 2.844 0.04 2/3/2018 4:50 9.4 21:30 10.6 10.1 5:50 3.5 18:10 4.1 3.8 5:50 2.208 18:10 2.978 2.632 2.632 0.31 2/4/2018 5:15 9.4 11:45 10.8 10.2 17:15 3.4 11:35 4.0 3.7 5:15 2.206 11:50 2.944 2.568 2.568 0.02 2/5/2018 4:30 8.9 8:05 10.5 9.6 1:35 3.3 8:00 3.8 3.5 4:00 1.995 8:00 2.773 2.290 2.290 0.04 2/6/2018 4:15 8.6 20:40 10.2 9.2 3:25 3.2 20:40 3.7 3.5 3:25 1.836 20:40 2.586 2.132 2.132 0.00 2/7/2018 4:25 8.4 7:55 10.1 9.0 2:45 3.0 19:50 3.7 3.5 2:45 1.669 19:50 2.500 2.058 2.058 0.00 2/8/2018 4:10 8.1 21:05 9.8 8.9 4:40 3.1 21:05 3.6 3.4 4:35 1.614 21:05 2.412 1.999 1.999 0.09 2/9/2018 4:25 7.9 9:20 9.6 8.8 4:15 3.0 8:55 3.6 3.4 4:15 1.542 9:25 2.292 1.945 1.945 0.01 2/10/2018 5:30 7.7 10:40 10.1 8.7 7:05 2.9 10:45 3.6 3.4 7:05 1.468 10:45 2.462 1.923 1.923 0.01 2/11/2018 6:10 7.6 12:20 9.7 8.7 5:25 2.8 15:45 3.6 3.4 5:25 1.351 12:25 2.349 1.902 1.902 0.00 2/12/2018 3:55 7.2 20:05 9.4 8.4 5:10 2.5 20:05 3.5 3.3 4:00 1.155 20:05 2.233 1.788 1.788 0.00 2/13/2018 4:10 7.0 18:55 9.3 8.4 3:30 2.5 18:55 3.5 3.2 3:30 1.079 18:55 2.183 1.756 1.756 0.17 2/14/2018 4:15 7.8 20:10 9.4 8.6 4:10 2.8 10:30 3.6 3.3 4:10 1.360 20:10 2.249 1.870 1.870 0.15 2/15/2018 4:25 7.2 19:05 9.3 8.5 3:50 2.6 22:20 3.5 3.2 4:00 1.192 22:25 2.150 1.793 1.793 0.00 2/16/2018 4:05 7.3 8:05 9.3 8.5 3:25 2.5 9:55 3.6 3.3 3:25 1.140 19:45 2.179 1.824 1.824 0.15 2/17/2018 4:45 7.3 10:35 10.5 9.0 4:25 2.5 12:10 3.9 3.4 4:25 1.140 12:10 2.788 2.052 2.052 0.32 2/18/2018 6:00 7.9 10:30 10.1 8.9 5:40 3.0 12:45 3.7 3.4 5:40 1.488 10:30 2.527 2.011 2.011 0.01 2/19/2018 4:05 7.6 12:45 10.1 8.6 4:15 2.9 12:45 3.7 3.3 4:15 1.379 12:45 2.526 1.872 1.872 0.00 2/20/2018 4:05 7.3 19:05 9.3 8.4 3:10 2.7 20:35 3.6 3.3 4:05 1.204 19:05 2.145 1.796 1.796 0.00 2/21/2018 4:15 6.9 18:40 9.1 8.3 2:50 2.7 20:10 3.6 3.3 3:50 1.131 22:20 2.150 1.769 1.769 0.00 2/22/2018 4:25 6.9 20:25 9.1 8.3 4:20 2.6 20:25 3.6 3.2 4:20 1.095 20:25 2.169 1.734 1.734 0.07 2/23/2018 4:10 6.8 20:20 8.9 8.2 3:55 2.5 12:45 3.6 3.2 3:55 1.033 12:45 2.030 1.714 1.714 0.01 2/24/2018 5:45 6.9 10:20 9.6 8.3 7:20 2.6 12:00 3.6 3.2 5:45 1.111 10:25 2.340 1.738 1.738 0.13 2/25/2018 5:15 6.8 10:30 9.7 8.3 5:20 2.6 13:00 3.7 3.3 5:20 1.083 13:00 2.365 1.802 1.802 0.11 2/26/2018 4:25 6.7 20:40 9.0 8.2 4:40 2.6 20:30 3.6 3.2 4:40 1.048 20:50 2.073 1.710 1.710 0.00 2/27/2018 3:40 6.6 20:55 9.3 8.2 4:20 2.5 20:55 3.6 3.2 4:20 0.997 20:55 2.223 1.693 1.693 0.19 2/28/2018 4:05 6.5 18:45 9.7 8.3 4:25 2.5 21:30 3.7 3.3 4:05 0.972 18:45 2.374 1.764 1.764 0.35 ReportAvg 8.8 3.4 1.982 ReportTotal 55.50 2.84 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 19.88 REN_MH5302\mp1\DFINAL (inches) REN_MH5302\mp1\VFINAL (feet/sec) REN_MH5302\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 3/1/2018 4:25 7.3 20:50 9.5 8.5 3:20 2.7 20:55 3.7 3.3 3:20 1.222 20:55 2.367 1.854 1.854 0.01 3/2/2018 3:45 7.1 8:20 9.6 8.5 4:30 2.7 9:55 3.6 3.3 3:30 1.209 8:20 2.301 1.859 1.859 0.07 3/3/2018 4:30 7.0 10:10 9.7 8.5 4:40 2.7 12:45 3.6 3.3 4:30 1.126 10:10 2.332 1.827 1.827 0.00 3/4/2018 5:30 6.7 21:25 9.8 8.4 5:35 2.6 21:30 3.7 3.3 5:35 1.042 21:25 2.424 1.806 1.806 0.12 3/5/2018 4:15 6.7 19:15 9.3 8.3 4:40 2.6 10:10 3.6 3.3 4:15 1.041 19:15 2.167 1.749 1.749 0.00 3/6/2018 4:05 6.6 20:40 9.2 8.2 4:20 2.5 20:35 3.6 3.2 4:20 0.970 20:40 2.216 1.718 1.718 0.00 3/7/2018 4:10 6.6 20:00 9.1 8.2 3:05 2.6 8:25 3.6 3.2 4:15 1.036 20:00 2.149 1.705 1.705 0.03 3/8/2018 4:05 6.5 20:45 9.6 8.2 3:05 2.5 20:45 3.6 3.2 4:05 0.972 20:45 2.340 1.716 1.716 0.37 3/9/2018 4:10 6.5 12:45 9.1 8.2 2:35 2.5 22:00 3.6 3.2 4:00 0.971 12:45 2.124 1.694 1.694 0.00 3/10/2018 5:20 6.4 10:25 9.4 8.1 5:05 2.4 11:50 3.6 3.2 5:05 0.931 11:50 2.262 1.683 1.683 0.00 3/11/2018 5:45 6.3 20:15 9.4 8.1 4:10 2.4 13:55 3.6 3.2 4:10 0.886 20:15 2.274 1.684 1.684 0.00 3/12/2018 3:25 6.2 20:05 9.1 8.0 3:05 2.5 20:05 3.6 3.2 3:05 0.900 20:05 2.143 1.628 1.628 0.00 3/13/2018 3:00 6.2 19:00 9.5 8.0 4:15 2.4 19:00 3.7 3.2 3:05 0.886 19:00 2.362 1.664 1.664 0.31 3/14/2018 3:10 6.6 20:00 9.2 8.2 4:05 2.6 17:50 3.6 3.3 3:00 1.023 20:00 2.177 1.717 1.717 0.04 3/15/2018 3:00 6.4 19:55 9.3 8.1 3:00 2.5 19:55 3.6 3.2 3:00 0.956 19:55 2.221 1.675 1.675 0.00 3/16/2018 2:40 6.3 8:15 8.9 8.0 3:10 2.5 20:50 3.5 3.2 3:10 0.936 8:15 2.022 1.632 1.632 0.00 3/17/2018 4:00 6.2 10:45 9.2 7.9 3:50 2.5 14:20 3.6 3.2 3:50 0.888 10:45 2.141 1.627 1.627 0.00 3/18/2018 4:20 6.2 19:20 9.2 7.9 5:00 2.3 12:10 3.6 3.2 5:00 0.833 19:20 2.180 1.629 1.629 0.00 3/19/2018 2:55 5.9 19:55 9.0 7.8 2:40 2.4 20:30 3.6 3.1 2:40 0.831 19:55 2.095 1.572 1.572 0.00 3/20/2018 3:35 6.0 19:00 8.9 7.8 3:35 2.4 20:35 3.6 3.1 3:35 0.826 19:00 2.093 1.543 1.543 0.00 3/21/2018 3:50 6.0 20:50 8.9 7.7 5:05 2.5 20:50 3.5 3.1 3:50 0.866 20:50 2.082 1.539 1.539 0.10 3/22/2018 3:40 6.1 19:50 9.1 8.1 4:50 2.5 13:20 3.7 3.2 3:10 0.899 21:45 2.190 1.688 1.688 0.48 3/23/2018 3:05 6.3 12:45 9.9 8.3 2:45 2.5 12:50 3.7 3.3 2:45 0.936 12:45 2.450 1.767 1.767 0.31 3/24/2018 3:10 7.0 9:30 10.1 8.6 3:25 2.6 9:20 3.9 3.4 3:00 1.132 9:20 2.669 1.916 1.916 0.28 3/25/2018 4:20 7.0 11:35 9.7 8.5 4:45 2.8 19:35 3.7 3.4 4:45 1.187 11:35 2.413 1.855 1.855 0.01 3/26/2018 3:05 6.7 18:05 9.6 8.3 2:50 2.6 18:05 3.7 3.3 2:50 1.044 18:05 2.357 1.796 1.796 0.17 3/27/2018 2:50 6.9 19:50 9.4 8.3 2:50 2.6 9:45 3.7 3.3 2:50 1.084 19:50 2.304 1.768 1.768 0.02 3/28/2018 3:15 6.7 19:20 9.2 8.3 2:55 2.6 7:30 3.6 3.2 3:20 1.030 19:10 2.161 1.732 1.732 0.01 3/29/2018 3:10 6.6 18:45 9.1 8.1 3:25 2.5 19:00 3.6 3.3 3:20 0.976 18:45 2.171 1.704 1.704 0.00 3/30/2018 3:20 6.5 19:30 9.1 8.0 3:15 2.5 7:40 3.6 3.3 3:15 0.955 19:30 2.148 1.676 1.676 0.00 3/31/2018 4:35 6.3 8:50 9.3 8.0 3:40 2.5 10:25 3.7 3.3 4:25 0.954 8:50 2.284 1.684 1.684 0.00 ReportAvg 8.2 3.2 1.713 ReportTotal 53.11 2.33 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 19.88 REN_MH5302\mp1\DFINAL (inches) REN_MH5302\mp1\VFINAL (feet/sec) REN_MH5302\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 4/1/2018 5:15 6.2 11:15 9.6 8.0 5:30 2.6 11:20 3.7 3.3 4:50 0.933 11:20 2.391 1.694 1.694 0.10 4/2/2018 3:35 6.2 19:45 8.9 7.8 3:15 2.6 19:55 3.6 3.2 3:40 0.938 19:45 2.107 1.611 1.611 0.00 4/3/2018 2:50 6.1 19:35 9.0 7.8 3:05 2.6 20:10 3.6 3.2 2:50 0.913 19:35 2.113 1.571 1.571 0.00 4/4/2018 3:35 6.1 21:15 9.1 7.9 3:25 2.4 21:20 3.6 3.2 3:25 0.850 21:15 2.163 1.632 1.632 0.39 4/5/2018 3:05 6.3 18:40 9.5 8.1 4:05 2.6 18:40 3.7 3.3 3:20 0.966 18:40 2.353 1.700 1.700 0.25 4/6/2018 3:15 6.7 7:45 9.2 8.2 3:10 2.7 20:15 3.6 3.3 3:10 1.067 7:45 2.177 1.743 1.743 0.00 4/7/2018 3:00 6.8 10:10 10.7 9.5 3:00 2.7 10:00 4.2 3.7 3:00 1.119 10:10 3.118 2.416 2.416 0.88 4/8/2018 3:40 8.5 11:45 10.9 9.9 3:05 3.3 9:50 4.3 3.8 3:40 1.850 11:50 3.196 2.595 2.595 0.45 4/9/2018 3:40 8.7 20:05 10.2 9.5 23:40 3.2 20:05 3.9 3.6 23:40 1.855 20:05 2.712 2.304 2.304 0.00 4/10/2018 3:20 8.2 20:15 10.1 9.3 7:35 3.2 18:20 3.9 3.5 3:25 1.719 18:25 2.660 2.169 2.169 0.23 4/11/2018 3:35 7.9 20:05 10.2 9.1 3:05 3.1 20:00 3.9 3.5 3:05 1.559 20:00 2.745 2.120 2.120 0.31 4/12/2018 3:10 8.3 18:20 10.2 9.2 2:45 3.2 20:20 3.8 3.5 2:45 1.740 18:20 2.610 2.162 2.162 0.11 4/13/2018 3:15 8.0 16:50 10.1 9.2 1:55 3.2 21:00 3.8 3.5 1:55 1.654 16:50 2.611 2.166 2.166 0.51 4/14/2018 3:35 9.4 19:50 13.0 11.2 4:40 3.4 21:30 4.9 4.2 4:40 2.173 19:50 4.537 3.334 3.334 1.52 4/15/2018 23:55 10.5 0:45 12.8 11.9 23:00 4.0 0:25 4.8 4.4 23:15 2.940 0:25 4.436 3.747 3.747 0.21 4/16/2018 1:45 10.4 19:35 12.1 11.1 4:45 3.8 17:25 4.5 4.2 4:45 2.765 15:55 3.836 3.215 3.215 0.71 4/17/2018 23:55 10.2 7:15 11.3 10.6 23:25 3.7 5:30 4.3 4.0 23:25 2.599 7:20 3.313 2.965 2.965 0.01 4/18/2018 23:55 9.5 6:25 10.6 10.2 23:45 3.5 6:25 4.2 3.8 23:45 2.199 6:25 3.061 2.661 2.661 0.12 4/19/2018 3:15 8.9 6:20 10.4 9.7 23:55 3.4 6:25 3.9 3.6 23:55 1.980 6:25 2.796 2.387 2.387 0.00 4/20/2018 3:15 8.3 9:10 10.1 9.2 3:30 3.1 19:35 4.0 3.5 3:30 1.700 19:35 2.713 2.156 2.156 0.00 4/21/2018 4:30 8.0 11:20 10.2 9.0 5:05 3.1 8:25 3.8 3.5 4:30 1.607 8:25 2.606 2.068 2.068 0.05 4/22/2018 3:50 7.9 9:10 10.0 8.9 5:05 2.9 10:40 3.7 3.4 5:05 1.430 10:40 2.544 2.008 2.008 0.00 ReportAvg 9.3 3.6 2.292 ReportTotal 50.42 5.85 AGENDA ITEM #6. o)   REN_MH5505    Located At:        4444 NE Sunset Blvd (see attached site report for details)  Monitoring Period:      December 22, 2017 – April 22, 2018  Pipe Dimensions:        10”   Finalized Silt Level:       0 mm    Site Data Characteristics:  This site is located in a sanitary sewer pipe.  The scattergraph indicates site  operated in free flow conditions.   The site did not surcharge during the monitoring period.   The dry  weather data plots above the Froude =1 curve indicating supercritical flow.      Site Data Bias & Editing:  The depth and velocity measurements recorded by the flow monitor were  consistent with field confirmations conducted to date and supported the relative accuracy of the flow  monitor at this location.  The finalized depth data utilized the upward ultrasonic sensor.     Site Data Uptime:  The data uptime achieved during the monitoring period is provided in the table  below. Based upon the quality and consistency of the observed flow depth and velocity data, the  Continuity equation was used to calculate the flow rate for the monitoring period.     Entity Percentage Uptime  Raw  Percentage Uptime  Final  Depth (in) 100% 100%  Velocity (f/s) 100% 100%  Quantity (mgd) 100% 100%      Site Data Summary:  The average flow depth, velocity, and quantity data observed during the  monitoring period along with observed minimum and maximum data, are provided in the following  table. The minimum and maximum rates recorded in the tables are based on 5‐minute data intervals.        Item Depth (in) Velocity (f/s) Quantity (mgd) % Full  Minimum 1.29 4.30 0.132  13%  Maximum  5.86  8.11 0.954 59%   Average 1.83 6.45 0.293  18%                        AGENDA ITEM #6. o) Latitude: 47.504955° Longitude:-122.159403° 22275.11.325 Additional Site Info. / Comments: ADS Project Name: ADS Project Number: Renton.Carollo.I&I.WA17 Wireless Pipe Material Antenna Location Communication Information: Manhole Pick / Vent Hole No Vitrified Clay Pipe NormalSteel Fair Active Connections None. Air Quality: Communication Type Normal 20''20'' Manhole Cover Manhole Frame Pipe Condition: Manhole Material: Manhole Diameter (Approx.): Manhole Depth (Approx. FT):Manhole Configuration Brick Good 11' Manhole Condition: Downstream 0-5 FT Manhole Sensors / Devices: Installation Confirmation: Manhole Opening Diameter (in) Silt Type Hydraulic Comments: 0'' Sanitary Sewer Overflow 0.25" Manhole / Pipe Information: Pressure Sensor Range (psi) Confirmation Time: Peak Combo (CS4), Smart Depth (CS5) Pipe Size (HxW) 0.00'' CS5 Physical Offset (in)Measurement Confidence (in) 1.38" Peak Velocity (fps) Silt (in) 11:50:00 AM 10.00" x 10.00"Site Sketch Profile View or Photo Straight, Some Ripples 0 - 5 psi Depth of Flow (Wet DOF) (in) 0.38'' Velocity Sensor Offset (in) 3.27' Installation Information Circular Monitor Series Monitor Location: Doppler Standard Ring and Crank Manhole # Installation Date: Pipe Size (H x W) Topside / Area Photo Wednesday, December 13, 2017 Access Temporary 10.00" x 10.00" Traffic MH5505 Residential / Commercial Map Installation Type: Monitoring Location (Sensors): REN_MH5505 TRITON+ System Characteristics Location Type Pipe ShapeSite located between trees, park in lot Renton.Carollo.I&I.WA17 NoneDrive Site Access Details: Site Address /Location: Site Name 4444 NE Sunset Blvd Flow Monitoring Site Report AGENDA ITEM #6. o) Additional Photos Flow Direction Monitoring Point Inlet Outlet Top Down Location Location Map Utility Map KEY AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.00 REN_MH5505\mp1\DFINAL (inches) REN_MH5505\mp1\VFINAL (feet/sec) REN_MH5505\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 12/22/2017 3:30 1.6 10:55 2.0 1.8 3:30 6.3 11:30 7.2 6.7 3:30 0.231 10:55 0.369 0.296 0.296 12/23/2017 5:40 1.5 10:55 2.0 1.8 5:25 6.1 9:45 7.2 6.6 5:35 0.214 10:55 0.365 0.276 0.276 12/24/2017 4:30 1.5 11:10 2.0 1.7 5:45 6.0 9:55 7.1 6.5 3:50 0.204 11:05 0.362 0.262 0.262 12/25/2017 7:30 1.5 12:25 2.0 1.7 4:15 5.7 12:20 7.2 6.4 2:45 0.205 12:20 0.356 0.252 0.252 12/26/2017 8:00 1.5 10:20 1.9 1.7 5:25 5.7 10:15 6.9 6.3 5:55 0.206 10:15 0.328 0.242 0.242 12/27/2017 7:05 1.5 11:10 1.9 1.6 2:40 5.7 19:00 6.8 6.2 4:30 0.205 11:10 0.311 0.234 0.234 12/28/2017 7:50 1.5 21:20 1.9 1.7 4:10 5.6 14:35 6.9 6.2 4:10 0.201 21:20 0.313 0.238 0.238 12/29/2017 1:55 1.6 17:15 2.7 2.3 0:55 6.0 12:00 7.9 7.2 1:30 0.214 17:15 0.601 0.447 0.447 12/30/2017 23:55 2.1 10:10 2.4 2.3 23:45 7.1 12:00 7.8 7.3 23:55 0.370 0:40 0.502 0.447 0.447 12/31/2017 23:20 1.9 10:40 2.3 2.1 23:25 6.8 10:35 7.4 7.1 23:25 0.324 10:35 0.450 0.369 0.369 ReportAvg 1.9 6.7 0.306 ReportTotal 3.063 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.00 REN_MH5505\mp1\DFINAL (inches) REN_MH5505\mp1\VFINAL (feet/sec) REN_MH5505\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 1/1/2018 5:15 1.8 19:45 2.2 1.9 5:45 6.5 19:45 7.3 6.8 7:45 0.270 19:45 0.423 0.327 0.327 1/2/2018 3:35 1.6 20:40 2.0 1.8 3:15 6.2 19:25 7.2 6.6 3:25 0.231 20:40 0.362 0.291 0.291 1/3/2018 4:30 1.6 8:20 5.9 1.8 8:35 4.3 7:40 7.1 6.4 8:40 0.207 8:20 0.954 0.274 0.274 1/4/2018 2:00 1.6 18:50 2.0 1.7 2:30 5.9 20:10 6.9 6.4 5:00 0.216 18:50 0.347 0.254 0.254 1/5/2018 0:40 1.6 18:40 2.0 1.7 3:25 5.7 10:30 6.8 6.4 1:35 0.221 18:40 0.337 0.262 0.262 1/6/2018 3:30 1.6 10:20 2.1 1.9 4:05 6.1 11:30 7.3 6.7 4:05 0.227 10:20 0.385 0.313 0.313 1/7/2018 6:25 1.6 22:00 2.1 1.9 5:00 6.2 22:00 7.3 6.8 6:25 0.237 22:00 0.386 0.319 0.319 1/8/2018 3:10 1.8 7:45 2.1 2.0 1:50 6.6 10:40 7.3 6.9 3:10 0.286 7:50 0.386 0.341 0.341 1/9/2018 2:55 1.9 22:40 2.4 2.1 2:55 6.6 18:40 7.4 7.1 2:55 0.300 22:40 0.464 0.378 0.378 1/10/2018 3:15 2.0 7:25 2.2 2.1 4:05 6.8 7:25 7.3 7.1 3:15 0.341 7:25 0.429 0.374 0.374 1/11/2018 3:05 1.9 18:45 3.0 2.3 4:05 6.7 19:30 7.9 7.4 3:05 0.312 18:45 0.680 0.458 0.458 1/12/2018 23:55 2.3 8:30 2.6 2.4 23:55 7.4 8:30 7.7 7.6 23:55 0.461 8:30 0.551 0.500 0.500 1/13/2018 23:55 2.2 10:55 2.4 2.3 23:55 7.3 10:55 7.6 7.4 23:55 0.413 10:55 0.504 0.454 0.454 1/14/2018 5:10 2.1 10:20 2.3 2.2 5:10 7.0 10:20 7.5 7.2 5:10 0.366 10:20 0.472 0.409 0.409 1/15/2018 3:10 1.9 19:30 2.2 2.1 3:10 6.7 19:30 7.4 7.0 3:10 0.311 19:30 0.435 0.370 0.370 1/16/2018 2:35 1.8 9:35 2.2 2.0 2:35 6.5 9:35 7.3 7.0 2:35 0.281 9:35 0.419 0.354 0.354 1/17/2018 3:55 1.8 19:50 2.4 2.1 3:55 6.6 19:50 7.5 7.0 3:55 0.289 19:50 0.487 0.369 0.369 1/18/2018 2:50 2.2 6:40 2.5 2.3 23:50 7.2 18:10 7.6 7.4 2:50 0.404 6:40 0.507 0.455 0.455 1/19/2018 23:15 2.0 8:30 2.4 2.1 23:35 6.9 8:35 7.5 7.2 23:15 0.349 8:30 0.475 0.396 0.396 1/20/2018 6:45 1.9 11:10 2.3 2.0 4:35 6.7 11:10 7.4 7.0 6:45 0.308 11:10 0.463 0.360 0.360 1/21/2018 5:15 1.7 12:00 2.3 2.0 3:55 6.4 12:00 7.2 6.9 3:55 0.264 12:00 0.432 0.339 0.339 1/22/2018 2:20 1.7 18:40 2.1 1.9 2:30 6.4 20:35 7.2 6.8 2:30 0.249 18:40 0.399 0.327 0.327 1/23/2018 3:20 1.7 19:20 2.4 2.0 3:15 6.3 19:15 7.4 6.9 3:15 0.250 19:20 0.479 0.354 0.354 1/24/2018 2:50 2.2 20:55 2.5 2.4 2:30 7.2 23:25 7.6 7.4 2:50 0.413 20:55 0.527 0.474 0.474 1/25/2018 23:55 2.2 8:05 2.4 2.3 23:55 7.2 7:45 7.6 7.4 23:55 0.407 8:00 0.503 0.458 0.458 1/26/2018 3:45 2.0 8:55 2.3 2.2 3:05 6.8 13:55 7.5 7.2 3:30 0.350 8:50 0.454 0.405 0.405 1/27/2018 0:50 2.1 12:50 2.6 2.4 0:50 7.1 11:30 7.8 7.5 0:50 0.384 10:45 0.560 0.491 0.491 1/28/2018 23:55 2.1 11:05 2.4 2.3 6:30 7.1 11:00 7.7 7.3 23:55 0.370 11:00 0.508 0.442 0.442 1/29/2018 3:30 2.0 20:35 2.7 2.3 2:50 6.8 19:35 8.0 7.3 3:30 0.332 20:35 0.590 0.444 0.444 1/30/2018 23:55 2.1 7:05 2.5 2.4 12:40 7.2 8:25 7.7 7.4 23:55 0.392 7:05 0.531 0.475 0.475 1/31/2018 23:35 1.9 7:10 2.3 2.1 23:55 6.8 8:20 7.4 7.1 23:35 0.328 7:10 0.454 0.378 0.378 ReportAvg 2.1 7.1 0.382 ReportTotal 11.84 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.00 REN_MH5505\mp1\DFINAL (inches) REN_MH5505\mp1\VFINAL (feet/sec) REN_MH5505\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 2/1/2018 3:45 1.8 21:10 2.3 2.0 2:40 6.5 21:55 7.4 6.9 3:45 0.281 21:55 0.454 0.345 0.345 2/2/2018 4:15 2.0 8:40 2.4 2.1 4:10 6.9 8:45 7.4 7.2 4:10 0.347 8:40 0.476 0.393 0.393 2/3/2018 4:00 1.9 10:35 2.3 2.1 4:15 6.7 21:30 7.3 7.1 4:10 0.314 10:35 0.461 0.375 0.375 2/4/2018 5:10 1.9 12:05 2.4 2.1 23:25 6.7 12:05 7.5 7.1 23:25 0.325 12:05 0.487 0.387 0.387 2/5/2018 3:40 1.8 18:05 2.1 2.0 3:35 6.5 18:05 7.5 6.9 3:45 0.278 18:05 0.414 0.336 0.336 2/6/2018 3:40 1.7 21:10 2.0 1.8 3:40 6.3 7:20 7.2 6.7 3:40 0.246 21:05 0.368 0.302 0.302 2/7/2018 3:55 1.6 20:25 2.0 1.8 3:50 6.1 9:45 7.1 6.6 3:50 0.220 20:25 0.354 0.276 0.276 2/8/2018 3:55 1.6 18:30 2.0 1.7 3:30 6.0 7:45 7.0 6.4 3:55 0.217 18:30 0.341 0.260 0.260 2/9/2018 2:35 1.6 8:05 1.9 1.7 3:30 5.9 8:05 7.0 6.4 2:35 0.215 8:05 0.337 0.253 0.253 2/10/2018 6:50 1.6 10:25 1.9 1.7 4:25 5.8 10:25 6.8 6.3 5:00 0.217 10:25 0.330 0.252 0.252 2/11/2018 1:10 1.6 11:00 2.0 1.7 5:05 5.6 9:35 6.8 6.3 5:05 0.206 10:55 0.335 0.251 0.251 2/12/2018 2:55 1.5 20:40 1.8 1.6 3:15 5.5 21:25 6.7 6.1 3:15 0.190 20:40 0.288 0.231 0.231 2/13/2018 3:15 1.5 19:50 1.8 1.6 2:30 5.5 19:45 6.8 6.1 3:15 0.185 19:50 0.291 0.225 0.225 2/14/2018 3:35 1.5 19:25 1.9 1.7 2:15 5.6 8:30 6.6 6.1 3:35 0.186 19:25 0.298 0.233 0.233 2/15/2018 3:20 1.6 7:10 1.9 1.7 2:10 5.5 7:10 6.7 6.0 2:10 0.207 7:10 0.312 0.245 0.245 2/16/2018 1:25 1.6 8:00 2.0 1.7 2:30 5.4 7:50 6.5 6.0 1:25 0.200 7:55 0.312 0.245 0.245 2/17/2018 3:05 1.6 11:50 2.0 1.7 4:50 5.5 10:05 6.7 6.0 3:05 0.192 11:50 0.327 0.248 0.248 2/18/2018 3:35 1.6 12:35 1.9 1.7 3:25 5.5 12:40 6.4 5.9 3:25 0.207 12:35 0.306 0.245 0.245 2/19/2018 3:25 1.5 19:10 1.9 1.7 2:55 5.3 19:10 6.6 5.9 3:25 0.187 19:10 0.299 0.234 0.234 2/20/2018 3:30 1.5 8:15 1.8 1.7 3:10 5.4 19:55 6.4 5.8 3:30 0.183 8:15 0.269 0.223 0.223 2/21/2018 3:15 1.5 20:20 1.7 1.6 3:20 5.3 20:20 6.5 5.8 3:20 0.168 20:20 0.268 0.217 0.217 2/22/2018 2:40 1.4 20:15 1.8 1.6 3:20 5.2 13:15 6.4 5.7 2:40 0.165 20:15 0.267 0.211 0.211 2/23/2018 3:10 1.4 8:10 1.7 1.6 3:35 5.1 19:40 6.4 5.7 3:10 0.154 19:45 0.253 0.204 0.204 2/24/2018 4:00 1.4 11:35 1.8 1.6 2:50 5.1 10:20 6.4 5.7 4:00 0.155 11:30 0.275 0.210 0.210 2/25/2018 3:45 1.4 12:55 1.9 1.6 5:05 5.2 15:05 6.4 5.8 3:40 0.159 12:55 0.289 0.218 0.218 2/26/2018 4:05 1.4 20:25 1.7 1.6 4:20 5.1 19:15 6.3 5.7 4:15 0.152 20:25 0.257 0.208 0.208 2/27/2018 3:40 1.4 20:35 1.8 1.6 2:25 5.1 19:00 6.5 5.8 2:25 0.149 20:35 0.272 0.207 0.207 2/28/2018 3:45 1.4 20:40 1.9 1.6 2:45 5.2 20:40 6.6 5.9 2:45 0.160 20:40 0.297 0.218 0.218 ReportAvg 1.7 6.2 0.259 ReportTotal 7.250 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.00 REN_MH5505\mp1\DFINAL (inches) REN_MH5505\mp1\VFINAL (feet/sec) REN_MH5505\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 3/1/2018 3:40 1.5 18:35 1.8 1.6 2:30 5.6 18:30 6.6 6.1 3:40 0.193 18:35 0.290 0.233 0.233 3/2/2018 3:15 1.5 8:45 1.8 1.6 3:25 5.6 8:00 6.7 6.1 3:25 0.192 8:05 0.292 0.234 0.234 3/3/2018 3:15 1.5 10:20 1.9 1.7 4:10 5.5 10:20 6.7 6.1 4:10 0.189 10:20 0.322 0.233 0.233 3/4/2018 4:30 1.5 20:30 1.8 1.6 4:30 5.4 20:30 6.7 6.0 4:30 0.177 20:30 0.292 0.228 0.228 3/5/2018 3:40 1.5 19:45 1.8 1.6 3:40 5.4 19:45 6.7 6.0 3:40 0.172 19:45 0.285 0.221 0.221 3/6/2018 2:35 1.4 20:20 1.7 1.6 2:35 5.3 20:20 6.8 5.9 2:35 0.166 20:20 0.281 0.215 0.215 3/7/2018 3:50 1.4 19:55 1.8 1.6 2:25 5.3 19:50 6.8 6.0 2:25 0.164 19:50 0.285 0.214 0.214 3/8/2018 3:20 1.4 21:10 1.8 1.6 3:15 5.4 21:10 6.8 6.0 3:15 0.162 21:10 0.287 0.212 0.212 3/9/2018 4:30 1.5 8:05 1.8 1.6 2:30 5.5 8:00 6.7 6.0 4:30 0.176 8:05 0.295 0.217 0.217 3/10/2018 3:40 1.4 9:15 1.9 1.6 4:35 5.5 11:05 6.8 6.1 3:35 0.172 11:05 0.309 0.220 0.220 3/11/2018 4:05 1.4 19:30 1.8 1.6 2:45 5.4 19:25 6.7 6.0 4:45 0.166 19:30 0.294 0.218 0.218 3/12/2018 2:10 1.4 20:50 1.8 1.6 2:55 5.3 20:10 6.6 5.9 2:55 0.159 20:50 0.287 0.209 0.209 3/13/2018 2:50 1.4 19:30 1.8 1.6 2:50 5.3 19:30 6.7 5.9 2:50 0.158 19:30 0.279 0.206 0.206 3/14/2018 1:20 1.4 20:10 1.7 1.6 2:05 5.3 20:05 6.6 5.9 2:05 0.160 20:05 0.261 0.209 0.209 3/15/2018 2:05 1.4 19:05 1.7 1.6 1:45 5.3 8:15 6.6 5.9 2:05 0.162 20:30 0.260 0.211 0.211 3/16/2018 2:00 1.4 8:40 1.7 1.6 2:25 5.4 13:40 6.6 5.8 2:00 0.155 8:40 0.271 0.205 0.205 3/17/2018 3:20 1.4 8:30 1.9 1.6 2:50 5.2 8:30 6.6 5.9 3:20 0.151 8:30 0.296 0.206 0.206 3/18/2018 4:35 1.3 10:40 1.8 1.6 3:30 5.2 10:40 6.6 5.8 4:15 0.146 10:40 0.293 0.206 0.206 3/19/2018 1:40 1.3 18:50 1.8 1.5 1:05 5.1 18:50 6.6 5.8 1:50 0.141 18:50 0.274 0.198 0.198 3/20/2018 2:35 1.3 20:25 1.7 1.5 1:30 5.1 18:05 6.4 5.7 1:30 0.141 20:25 0.247 0.193 0.193 3/21/2018 2:05 1.3 6:10 1.7 1.5 0:55 5.0 18:55 6.4 5.7 1:55 0.137 6:10 0.244 0.189 0.189 3/22/2018 2:20 1.3 19:50 1.7 1.5 1:40 4.8 19:50 6.4 5.7 1:35 0.132 19:50 0.258 0.198 0.198 3/23/2018 2:40 1.3 7:00 1.8 1.6 1:35 5.2 11:00 6.5 5.9 2:40 0.147 7:00 0.273 0.211 0.211 3/24/2018 3:40 1.5 10:35 2.0 1.7 3:00 5.4 10:35 7.0 6.0 3:15 0.173 10:35 0.361 0.249 0.249 3/25/2018 2:15 1.7 10:20 2.0 1.8 2:15 5.3 13:00 6.6 6.0 2:15 0.205 13:00 0.330 0.265 0.265 3/26/2018 2:10 1.7 19:20 2.0 1.8 2:45 5.3 20:20 6.6 5.9 2:45 0.209 19:20 0.336 0.256 0.256 3/27/2018 23:40 1.5 9:35 2.0 1.7 2:10 5.3 9:35 6.6 5.9 23:45 0.184 9:35 0.325 0.235 0.235 3/28/2018 2:30 1.4 18:05 1.8 1.6 1:35 5.2 18:00 6.6 5.9 1:35 0.168 18:00 0.276 0.217 0.217 3/29/2018 2:10 1.4 20:10 1.7 1.6 2:05 5.3 20:10 6.7 5.9 2:05 0.162 20:10 0.277 0.214 0.214 3/30/2018 2:15 1.4 8:15 1.7 1.6 1:45 5.2 8:15 6.6 5.8 2:15 0.155 8:15 0.272 0.211 0.211 3/31/2018 3:55 1.4 11:35 1.8 1.6 3:50 5.2 13:00 6.5 5.8 3:50 0.150 11:35 0.273 0.209 0.209 ReportAvg 1.6 5.9 0.217 ReportTotal 6.742 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.00 REN_MH5505\mp1\DFINAL (inches) REN_MH5505\mp1\VFINAL (feet/sec) REN_MH5505\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 4/1/2018 4:20 1.3 8:25 1.8 1.6 3:50 5.1 8:25 6.7 5.8 4:20 0.144 8:25 0.297 0.216 0.216 4/2/2018 2:05 1.4 8:20 1.7 1.6 1:10 5.1 20:55 6.5 5.7 2:05 0.149 8:20 0.260 0.205 0.205 4/3/2018 2:25 1.3 19:00 1.7 1.5 2:25 5.0 19:00 6.5 5.7 2:25 0.140 19:00 0.265 0.200 0.200 4/4/2018 2:25 1.3 20:55 1.9 1.7 10:20 5.0 20:55 6.5 5.7 2:20 0.140 20:55 0.306 0.219 0.219 4/5/2018 1:05 1.5 19:35 1.9 1.7 0:40 5.2 19:35 6.6 5.8 1:05 0.174 19:35 0.301 0.237 0.237 4/6/2018 2:40 1.5 19:15 1.8 1.7 2:00 5.2 21:00 6.5 5.9 2:40 0.181 19:15 0.290 0.240 0.240 4/7/2018 1:25 1.4 9:50 2.1 1.8 2:00 5.3 19:00 7.1 6.3 1:25 0.170 9:50 0.369 0.279 0.279 4/8/2018 3:55 1.7 11:10 2.3 2.0 2:40 6.1 11:10 7.3 6.8 2:40 0.247 11:10 0.453 0.336 0.336 4/9/2018 23:55 1.7 20:00 2.1 1.9 1:15 6.3 7:05 7.2 6.7 23:55 0.252 20:00 0.389 0.304 0.304 4/10/2018 23:50 1.6 19:10 2.0 1.8 1:35 6.1 21:10 7.3 6.6 1:35 0.228 21:10 0.358 0.281 0.281 4/11/2018 1:55 1.6 21:05 2.0 1.7 1:50 6.0 20:15 7.0 6.5 1:55 0.217 21:05 0.338 0.265 0.265 4/12/2018 1:25 1.6 7:50 2.0 1.7 3:00 6.1 10:45 7.1 6.5 3:00 0.224 21:10 0.338 0.270 0.270 4/13/2018 1:40 1.6 18:50 1.9 1.7 1:15 6.0 9:30 7.1 6.5 1:25 0.217 9:35 0.340 0.268 0.268 4/14/2018 1:00 1.7 19:40 2.9 2.2 2:30 6.4 20:55 8.1 7.4 0:35 0.257 19:40 0.671 0.441 0.441 4/15/2018 23:40 2.3 8:45 2.9 2.6 23:45 7.5 0:15 8.1 7.9 23:45 0.462 8:45 0.670 0.580 0.580 4/16/2018 3:00 2.3 19:45 2.6 2.4 3:10 7.3 19:45 8.0 7.6 3:10 0.437 19:45 0.579 0.485 0.485 4/17/2018 23:40 2.0 6:20 2.4 2.3 23:35 6.9 6:20 7.8 7.5 23:35 0.355 6:20 0.517 0.462 0.462 4/18/2018 23:50 1.9 6:20 2.3 2.1 23:55 6.6 17:40 7.3 6.9 23:55 0.309 17:40 0.443 0.370 0.370 4/19/2018 23:55 1.8 7:35 2.3 2.0 23:55 6.4 20:40 7.1 6.8 23:55 0.273 7:35 0.422 0.330 0.330 4/20/2018 23:55 1.7 7:20 2.1 1.8 23:55 6.2 8:25 7.0 6.6 23:55 0.240 7:20 0.373 0.291 0.291 4/21/2018 23:45 1.6 8:20 2.1 1.8 2:30 5.9 12:00 6.9 6.4 2:30 0.212 8:20 0.362 0.267 0.267 4/22/2018 4:50 1.5 9:45 2.0 1.7 4:25 5.5 20:25 6.9 6.3 4:25 0.189 9:45 0.344 0.256 0.256 ReportAvg 1.9 6.5 0.309 ReportTotal 6.803 AGENDA ITEM #6. o)   REN_MH5519    Located At:      Access via Talbot Rd S (see attached site report for details)  Monitoring Period:      December 22, 2017 – April 22, 2018  Pipe Dimensions:        10.25”   Finalized Silt Level:       0 mm    Site Data Characteristics:  This site is located in a sanitary sewer pipe.  The scattergraph indicates site  operated in free flow conditions.   The site did surcharge during the monitoring period.   The dry  weather data plots above the Froude =1 curve indicating supercritical flow.      Site Data Bias & Editing:  The depth and velocity measurements recorded by the flow monitor were  consistent with field confirmations conducted to date and supported the relative accuracy of the flow  monitor at this location.  The finalized depth data utilized the upward ultrasonic sensor.     Site Data Uptime:  The data uptime achieved during the monitoring period is provided in the table  below. Based upon the quality and consistency of the observed flow depth and velocity data, the  Continuity equation was used to calculate the flow rate for the monitoring period.     Entity Percentage Uptime  Raw  Percentage Uptime  Final  Depth (in) 100% 100%  Velocity (f/s) 100% 100%  Quantity (mgd) 100% 100%      Site Data Summary:  The average flow depth, velocity, and quantity data observed during the  monitoring period along with observed minimum and maximum data, are provided in the following  table. The minimum and maximum rates recorded in the tables are based on 5‐minute data intervals.        Item Depth (in) Velocity (f/s) Quantity (mgd) % Full  Minimum 1.25 0.38 0.073  12%  Maximum  25.79  7.68 0.932 100%   Average 3.59 5.32 0.319  35%                        AGENDA ITEM #6. o) Latitude:- Longitude:- Site Sketch Plan View or Photo Additional Site Info. / Comments: Off trail. Confirmation information available from ADS. Low, fast flow Good Antenna Location Communication Information: Active Drop Connections Air Quality: Communication Type Normal 22275.11.325 ADS Project Name: ADS Project Number: Renton.Carollo.I&I.WA17 Manhole Cover Manhole Frame Manhole Material: Manhole Diameter (Approx.): Manhole Depth (Approx. FT):Manhole Configuration Concrete Wireless Pipe Material Off of Talbot Rd, in brush area. Sensors / Devices: 10.25'' x 10.25'' 0.25" Manhole / Pipe Information: Installation Type: Pressure Sensor Range (psi) Confirmation Time: Site Sketch Profile View or Photo Pipe Size (H x W) Topside / Area Photo Peak Combo (CS4) Pipe Size (HxW) - Monitoring Location (Sensors): Depth of Flow (Wet DOF) (in)Range (Air DOF) (in) ~2.25'' Velocity Sensor Offset (in) ~6.00 FPS Temporary 10.25'' x 10.25'' REN_MH5519 Access Traffic TRITON+ System Characteristics Location Type Pipe Shape Renton.Carollo.I&I.WA17 LightDrive Site Access Details: Site Address /Location: Site Name Access Via Talbot Rd S 0 - 5 psi Installation Information Circular Monitor Series Monitor Location: Doppler Special Installation Manhole # Installation Date: 12.14.17 Upstream 0-5 FT Manhole MH5519 Other Map Flow Monitoring Site Report 0 Downlooker Physical Offset (in)Measurement Confidence (in) 1.38'' Peak Velocity (fps) Silt (in) ~8' Installation Confirmation: Manhole Opening Diameter (in) Silt Type Hydraulic Comments: Pipe Condition: Single Good Manhole Pick / Vent Hole Manhole Condition: No PVC 20'' NormalVented 20'' AGENDA ITEM #6. o) Additional Photos Flow Direction Monitoring Point Secondary Top Down - Outlet Oriented Location Upstream Downstream Side Inlet Second Side Inlet (usually dry)Top Down AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.25 REN_MH5519\mp1\DFINAL (inches) REN_MH5519\mp1\VFINAL (feet/sec) REN_MH5519\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 12/22/2017 2:15 1.7 18:45 2.4 2.0 2:35 4.2 10:30 7.1 5.8 2:35 0.164 18:45 0.467 0.302 0.302 0.10 12/23/2017 5:10 1.6 11:30 2.3 2.0 5:10 4.1 8:50 7.0 5.7 5:10 0.155 8:50 0.434 0.293 0.293 0.00 12/24/2017 4:00 1.6 12:55 2.4 2.0 4:00 3.7 14:05 7.3 5.6 4:00 0.131 14:05 0.484 0.286 0.286 0.00 12/25/2017 4:05 1.6 18:40 2.4 2.0 4:00 4.1 10:35 7.1 5.7 4:00 0.154 10:35 0.452 0.291 0.291 0.14 12/26/2017 3:20 1.6 14:15 2.4 2.0 3:00 3.6 13:25 7.5 5.8 3:20 0.129 13:25 0.492 0.307 0.307 0.17 12/27/2017 3:20 1.7 13:10 2.5 2.0 1:50 4.2 13:10 7.2 5.9 3:30 0.165 13:10 0.498 0.315 0.315 0.00 12/28/2017 2:50 1.6 16:15 2.5 2.1 3:15 3.9 9:35 7.2 5.9 2:35 0.145 16:15 0.507 0.317 0.317 0.25 12/29/2017 3:10 1.7 10:55 2.7 2.2 3:10 4.5 10:55 7.6 6.2 3:10 0.183 10:55 0.610 0.358 0.358 1.57 12/30/2017 5:05 1.7 9:45 2.3 2.0 5:00 4.5 20:55 6.9 5.9 5:05 0.178 10:50 0.430 0.309 0.309 0.02 12/31/2017 4:55 1.6 11:35 2.4 2.0 5:20 4.1 12:05 7.1 5.7 5:20 0.152 11:35 0.468 0.294 0.294 0.00 ReportAvg 2.0 5.8 0.307 ReportTotal 3.072 2.25 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.25 REN_MH5519\mp1\DFINAL (inches) REN_MH5519\mp1\VFINAL (feet/sec) REN_MH5519\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 1/1/2018 5:15 1.6 9:05 2.4 2.0 5:15 3.7 15:15 7.2 5.7 5:15 0.132 15:15 0.474 0.298 0.298 0.00 1/2/2018 4:45 1.6 12:15 2.6 2.0 1:55 3.9 12:15 7.3 5.8 1:55 0.146 12:15 0.537 0.307 0.307 0.01 1/3/2018 3:00 1.6 13:05 2.6 2.0 2:50 3.8 9:40 7.0 5.8 4:30 0.144 13:05 0.520 0.309 0.309 0.00 1/4/2018 4:10 1.6 13:05 2.6 2.1 4:00 4.2 12:05 7.2 5.9 4:10 0.157 13:05 0.534 0.317 0.317 0.09 1/5/2018 3:20 1.6 11:05 2.7 2.0 2:50 3.9 11:05 7.3 5.8 2:50 0.146 11:05 0.557 0.305 0.305 0.42 1/6/2018 2:45 1.6 13:00 2.4 2.0 1:25 4.3 11:25 7.0 5.7 2:45 0.167 13:00 0.438 0.296 0.296 0.24 1/7/2018 4:50 1.6 19:05 2.5 2.0 4:35 3.7 19:05 7.3 5.9 4:45 0.135 19:05 0.508 0.315 0.315 0.38 1/8/2018 2:35 1.6 12:05 2.5 2.1 2:15 4.2 19:15 7.3 5.9 2:15 0.158 12:05 0.502 0.322 0.322 0.14 1/9/2018 3:40 1.7 11:15 2.5 2.1 3:40 4.5 11:15 7.3 6.0 3:40 0.177 11:15 0.524 0.327 0.327 0.46 1/10/2018 2:55 1.6 17:35 2.4 2.0 2:30 4.0 18:30 7.1 5.9 2:30 0.155 18:30 0.473 0.316 0.316 0.22 1/11/2018 2:30 1.7 13:10 3.0 2.1 2:30 3.9 13:10 7.6 6.1 2:30 0.152 13:10 0.675 0.352 0.352 1.04 1/12/2018 4:50 1.7 16:05 2.9 2.1 3:35 4.5 16:05 7.5 5.9 3:35 0.186 16:05 0.636 0.318 0.318 0.20 1/13/2018 4:35 1.7 11:30 2.4 2.0 1:45 4.1 11:30 7.1 5.8 1:45 0.163 11:30 0.463 0.305 0.305 0.02 1/14/2018 5:30 1.6 9:40 2.4 2.0 3:55 4.1 16:40 7.1 5.8 3:55 0.158 9:40 0.470 0.304 0.304 0.00 1/15/2018 4:00 1.6 11:25 2.5 2.1 3:05 4.1 14:45 7.3 5.8 3:05 0.156 14:45 0.515 0.322 0.322 0.04 1/16/2018 4:45 1.7 11:20 2.5 2.1 4:30 4.4 11:20 7.2 5.9 4:30 0.179 11:20 0.502 0.323 0.323 0.26 1/17/2018 4:10 1.6 18:35 2.6 2.1 4:10 4.2 18:35 7.2 5.9 4:10 0.156 18:35 0.530 0.331 0.331 0.79 1/18/2018 1:40 1.7 13:40 2.6 2.1 1:30 4.3 13:40 7.3 6.0 1:30 0.176 13:40 0.536 0.336 0.336 0.40 1/19/2018 3:30 1.6 19:20 2.5 2.1 3:30 4.0 12:35 7.1 6.0 3:30 0.151 19:20 0.490 0.323 0.323 0.10 1/20/2018 4:40 1.6 15:05 2.4 2.0 4:00 4.1 15:05 7.0 5.8 4:40 0.161 15:05 0.469 0.298 0.298 0.10 1/21/2018 3:40 1.6 20:00 2.5 2.0 4:10 3.9 11:55 7.1 5.8 4:10 0.141 20:00 0.500 0.309 0.309 0.16 1/22/2018 2:15 1.6 19:05 2.6 2.1 2:35 3.7 18:25 7.2 5.9 4:35 0.138 18:25 0.508 0.321 0.321 0.34 1/23/2018 3:55 1.6 14:35 2.7 2.1 3:25 4.0 14:35 7.4 5.9 3:25 0.154 14:35 0.587 0.327 0.327 0.79 1/24/2018 4:05 1.7 12:20 2.5 2.1 2:40 4.7 12:20 7.2 6.0 2:40 0.192 12:20 0.508 0.339 0.339 0.51 1/25/2018 2:30 1.7 14:05 2.4 2.1 1:55 4.5 14:00 7.0 6.0 2:30 0.184 14:05 0.467 0.330 0.330 0.14 1/26/2018 3:00 1.7 18:40 2.5 2.1 2:25 4.1 14:15 7.1 5.9 2:25 0.161 18:40 0.476 0.324 0.324 0.36 1/27/2018 5:20 1.8 15:20 2.4 2.1 6:10 5.0 17:40 7.0 6.1 6:10 0.214 15:20 0.462 0.331 0.331 0.61 1/28/2018 4:20 1.7 11:35 2.5 2.0 5:40 4.4 11:35 7.1 5.9 5:40 0.175 11:35 0.487 0.314 0.314 0.07 1/29/2018 2:35 1.6 13:35 2.7 2.1 2:20 4.0 13:35 7.5 6.1 2:20 0.157 13:35 0.592 0.342 0.342 0.90 1/30/2018 3:45 1.7 15:05 2.6 2.1 3:45 4.5 14:05 7.4 6.1 3:45 0.181 15:05 0.525 0.330 0.330 0.00 1/31/2018 3:25 1.6 10:10 2.6 2.1 2:45 3.8 10:10 7.5 6.0 2:45 0.148 10:10 0.560 0.324 0.324 0.00 ReportAvg 2.1 5.9 0.320 ReportTotal 9.914 8.79 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.25 REN_MH5519\mp1\DFINAL (inches) REN_MH5519\mp1\VFINAL (feet/sec) REN_MH5519\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 2/1/2018 2:55 1.6 20:20 2.7 2.1 3:15 4.0 20:20 7.4 6.0 3:15 0.155 20:20 0.579 0.329 0.329 0.66 2/2/2018 3:30 1.7 19:40 2.6 2.1 3:55 4.3 19:40 7.4 6.0 3:55 0.168 19:40 0.537 0.323 0.323 0.04 2/3/2018 4:40 1.7 13:30 2.4 2.0 2:30 4.1 13:30 7.0 5.8 2:30 0.161 13:30 0.458 0.305 0.305 0.31 2/4/2018 4:55 1.6 14:35 2.5 2.0 4:35 4.2 14:35 7.1 5.9 4:35 0.163 14:35 0.490 0.313 0.313 0.02 2/5/2018 3:30 1.6 20:40 2.6 2.1 3:30 3.8 15:10 7.2 5.9 3:30 0.140 20:40 0.534 0.318 0.318 0.04 2/6/2018 3:35 1.6 20:00 2.5 2.0 3:45 3.7 11:20 7.1 5.8 3:45 0.141 20:00 0.493 0.311 0.311 0.00 2/7/2018 3:00 1.6 11:35 2.5 2.0 2:25 4.0 11:35 7.3 5.8 3:00 0.151 11:35 0.514 0.312 0.312 0.00 2/8/2018 4:00 1.6 20:50 2.4 2.1 3:55 4.1 9:30 7.0 5.9 3:55 0.157 16:25 0.435 0.315 0.315 0.09 2/9/2018 2:50 1.6 14:55 2.4 2.0 2:50 3.8 14:55 7.1 5.7 2:50 0.143 14:55 0.481 0.303 0.303 0.01 2/10/2018 3:05 1.6 10:35 2.4 2.0 2:40 3.7 12:00 7.5 5.7 2:40 0.137 12:00 0.493 0.294 0.294 0.01 2/11/2018 4:20 1.6 9:00 2.5 2.0 4:45 3.1 12:55 7.3 5.7 4:45 0.109 9:00 0.482 0.301 0.301 0.00 2/12/2018 1:50 1.6 9:15 2.5 2.0 3:50 3.4 7:30 7.1 5.7 3:50 0.122 9:15 0.493 0.304 0.304 0.00 2/13/2018 3:45 1.6 14:40 2.5 2.0 2:30 3.9 14:40 7.2 5.7 2:30 0.143 14:40 0.492 0.302 0.302 0.17 2/14/2018 4:40 1.6 18:00 2.5 2.1 4:25 3.9 17:20 7.1 5.8 4:25 0.145 18:00 0.500 0.316 0.316 0.15 2/15/2018 3:55 1.6 17:40 2.4 2.0 3:40 3.8 18:00 7.4 5.8 3:40 0.141 18:00 0.480 0.306 0.306 0.00 2/16/2018 2:50 1.6 15:00 2.5 2.0 2:50 3.9 15:00 7.2 5.8 2:50 0.144 15:00 0.504 0.305 0.305 0.15 2/17/2018 4:15 1.5 11:55 2.7 2.1 4:10 3.4 11:55 7.4 5.9 4:10 0.120 11:55 0.568 0.327 0.327 0.32 2/18/2018 4:45 1.6 11:15 2.7 2.0 1:45 3.6 13:30 7.4 5.7 1:45 0.136 13:30 0.562 0.304 0.304 0.01 2/19/2018 4:05 1.6 11:40 2.6 2.1 4:05 3.7 15:10 7.4 5.9 4:05 0.133 15:10 0.551 0.324 0.324 0.00 2/20/2018 2:55 1.6 13:45 2.5 2.1 2:55 3.9 11:20 7.0 5.8 2:55 0.143 13:45 0.489 0.314 0.314 0.00 2/21/2018 4:00 1.6 10:25 2.5 2.0 4:05 4.0 12:50 7.3 5.8 4:05 0.156 12:50 0.505 0.313 0.313 0.00 2/22/2018 4:35 1.6 17:45 2.5 2.1 2:55 4.1 17:45 7.3 5.9 4:15 0.161 17:45 0.505 0.319 0.319 0.07 2/23/2018 4:25 1.6 13:20 2.6 2.0 4:45 4.2 13:20 7.2 5.9 5:05 0.163 13:20 0.530 0.313 0.313 0.01 2/24/2018 4:05 1.6 12:20 2.6 2.0 4:05 4.0 12:45 7.2 5.7 4:05 0.145 12:20 0.527 0.298 0.298 0.13 2/25/2018 3:10 1.6 12:15 2.8 2.1 4:15 3.9 12:15 7.4 5.8 3:10 0.143 12:15 0.601 0.317 0.317 0.11 2/26/2018 3:40 1.6 12:35 2.5 2.1 4:40 3.9 10:40 7.4 5.9 4:40 0.143 12:35 0.509 0.323 0.323 0.00 2/27/2018 3:00 1.7 15:05 2.6 2.1 4:20 4.0 15:05 7.2 5.9 4:20 0.157 15:05 0.525 0.318 0.318 0.19 2/28/2018 3:50 1.6 19:05 2.6 2.0 3:30 3.9 19:05 6.9 5.8 3:30 0.149 19:05 0.504 0.311 0.311 0.35 ReportAvg 2.0 5.8 0.312 ReportTotal 8.738 2.84 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.25 REN_MH5519\mp1\DFINAL (inches) REN_MH5519\mp1\VFINAL (feet/sec) REN_MH5519\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 3/1/2018 3:30 1.6 18:45 2.9 2.1 2:25 4.0 18:45 7.6 5.9 2:25 0.155 18:45 0.649 0.321 0.321 0.01 3/2/2018 2:10 1.7 14:00 2.6 2.1 1:20 4.4 14:00 7.2 5.9 4:05 0.179 14:00 0.517 0.317 0.317 0.07 3/3/2018 4:00 1.6 8:40 2.6 2.0 4:00 3.9 8:45 7.2 5.7 4:00 0.145 8:45 0.541 0.292 0.292 0.00 3/4/2018 3:20 1.6 11:55 2.5 2.0 2:25 4.0 12:30 7.2 5.8 2:25 0.148 11:55 0.487 0.304 0.304 0.12 3/5/2018 3:05 1.6 11:30 2.5 2.1 3:05 3.7 11:30 7.3 5.9 3:05 0.135 11:30 0.517 0.320 0.320 0.00 3/6/2018 3:15 1.6 7:05 2.7 2.1 3:00 3.9 7:05 7.3 6.0 3:00 0.142 7:05 0.571 0.334 0.334 0.00 3/7/2018 3:20 1.6 17:45 2.5 2.1 3:15 4.1 18:30 7.2 5.9 3:15 0.155 17:45 0.507 0.318 0.318 0.03 3/8/2018 3:30 1.6 18:35 2.8 2.1 1:05 4.0 18:45 7.4 6.0 1:05 0.151 18:35 0.604 0.333 0.333 0.37 3/9/2018 2:55 1.6 14:25 2.7 2.0 2:55 4.1 14:25 7.3 5.9 2:55 0.157 14:25 0.564 0.313 0.313 0.00 3/10/2018 5:15 1.6 10:05 2.5 2.0 3:25 4.0 10:35 7.2 5.7 3:25 0.152 10:35 0.507 0.297 0.297 0.00 3/11/2018 4:20 1.6 12:30 2.4 2.0 3:05 3.7 19:15 7.1 5.7 3:05 0.136 12:30 0.464 0.296 0.296 0.00 3/12/2018 3:20 1.6 13:30 2.5 2.1 2:30 3.8 14:45 7.2 5.8 2:30 0.140 14:45 0.500 0.314 0.314 0.00 3/13/2018 1:10 1.6 9:05 2.6 2.1 1:10 3.9 9:05 7.2 6.0 1:10 0.143 9:05 0.543 0.328 0.328 0.31 3/14/2018 3:00 1.6 17:05 3.0 2.1 2:55 4.0 17:05 7.7 6.0 2:55 0.150 17:05 0.693 0.342 0.342 0.04 3/15/2018 2:20 1.6 10:10 2.3 2.0 0:40 4.0 19:15 7.2 5.8 0:40 0.153 10:10 0.429 0.308 0.308 0.00 3/16/2018 2:10 1.6 7:35 2.5 2.0 2:05 4.1 7:35 7.2 5.8 2:05 0.159 7:35 0.499 0.312 0.312 0.00 3/17/2018 3:55 1.6 12:00 2.5 2.0 3:55 3.6 12:00 7.1 5.7 3:55 0.131 12:00 0.505 0.294 0.294 0.00 3/18/2018 1:40 1.6 10:25 2.7 2.0 1:40 3.8 10:25 7.2 5.8 1:40 0.141 10:25 0.562 0.304 0.304 0.00 3/19/2018 1:10 1.6 9:25 2.5 2.1 1:10 3.7 16:15 7.3 5.8 1:10 0.134 9:25 0.505 0.319 0.319 0.00 3/20/2018 2:45 1.6 16:20 2.7 2.1 2:45 3.7 12:45 7.2 5.9 2:45 0.137 16:20 0.549 0.329 0.329 0.00 3/21/2018 1:40 1.7 20:00 2.8 2.1 1:15 4.1 16:25 7.4 5.9 1:40 0.161 20:00 0.612 0.327 0.327 0.10 3/22/2018 2:20 1.6 10:20 2.6 2.1 2:20 3.9 10:20 7.3 5.9 2:20 0.147 10:20 0.550 0.327 0.327 0.48 3/23/2018 2:30 1.7 14:40 2.5 2.1 1:35 4.0 14:40 7.3 5.9 2:20 0.158 14:40 0.516 0.322 0.322 0.31 3/24/2018 3:30 1.6 11:00 2.6 2.0 3:20 4.2 11:00 7.4 5.8 3:20 0.166 11:00 0.535 0.311 0.311 0.28 3/25/2018 4:05 1.6 11:40 2.5 2.0 2:45 3.7 19:20 7.4 5.7 2:45 0.139 11:40 0.487 0.305 0.305 0.01 3/26/2018 2:15 1.6 13:00 2.8 2.1 1:05 3.6 13:00 7.4 5.9 1:05 0.140 13:00 0.619 0.339 0.339 0.17 3/27/2018 2:50 1.7 16:40 2.6 2.1 1:35 3.8 10:15 7.2 5.9 1:35 0.153 16:40 0.536 0.335 0.335 0.02 3/28/2018 2:25 1.7 9:55 2.6 2.1 1:35 4.1 9:55 7.2 5.9 1:35 0.168 9:55 0.548 0.335 0.335 0.01 3/29/2018 2:40 1.6 15:50 2.6 2.1 2:30 4.0 12:35 7.1 5.8 2:30 0.155 12:35 0.515 0.324 0.324 0.00 3/30/2018 2:25 1.7 8:50 2.5 2.1 2:55 4.1 8:50 7.0 5.8 2:25 0.167 8:50 0.494 0.312 0.312 0.00 3/31/2018 2:25 1.6 10:30 6.0 2.4 2:15 3.9 19:00 6.8 5.5 2:15 0.148 10:30 0.932 0.373 0.373 0.00 ReportAvg 2.1 5.8 0.320 ReportTotal 9.906 2.33 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 10.25 REN_MH5519\mp1\DFINAL (inches) REN_MH5519\mp1\VFINAL (feet/sec) REN_MH5519\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 4/1/2018 3:30 1.6 18:35 3.1 2.3 1:15 4.2 10:40 7.4 5.7 3:30 0.154 10:50 0.618 0.351 0.351 0.10 4/2/2018 1:45 1.6 9:10 2.8 2.1 1:45 3.5 8:55 7.3 5.9 1:45 0.124 8:55 0.583 0.337 0.337 0.00 4/3/2018 2:25 1.7 22:55 4.8 2.2 23:45 3.3 10:05 7.5 5.8 2:25 0.171 21:55 0.689 0.345 0.345 0.00 4/4/2018 2:25 1.9 10:20 6.6 4.2 23:50 1.9 1:25 4.0 2.8 2:25 0.154 12:25 0.758 0.387 0.387 0.39 4/5/2018 2:30 2.2 13:50 8.4 5.5 18:40 0.9 6:35 3.0 1.6 2:00 0.109 6:35 0.646 0.295 0.295 0.25 4/6/2018 1:45 3.6 16:00 17.4 9.8 9:10 0.5 2:10 1.4 1.0 2:50 0.111 23:25 0.434 0.304 0.304 0.00 4/7/2018 1:45 7.8 10:00 24.9 17.3 1:45 0.6 8:30 1.4 0.9 1:45 0.173 8:30 0.533 0.336 0.336 0.88 4/8/2018 3:05 8.8 15:25 25.8 18.8 4:10 0.5 10:45 1.6 0.9 4:10 0.184 10:45 0.598 0.345 0.345 0.45 4/9/2018 3:10 9.8 18:45 25.2 20.4 3:10 0.5 12:50 1.7 1.0 3:10 0.188 12:50 0.634 0.356 0.356 0.00 4/10/2018 0:30 8.0 9:55 25.4 19.9 3:10 0.5 13:40 1.6 1.0 0:30 0.181 13:40 0.584 0.358 0.358 0.23 4/11/2018 23:55 7.6 9:35 24.9 20.0 23:55 0.5 13:00 1.3 0.9 23:55 0.161 13:00 0.481 0.343 0.343 0.31 4/12/2018 1:25 6.8 10:50 25.7 18.7 1:30 0.5 10:50 1.5 0.9 1:30 0.144 10:50 0.570 0.332 0.332 0.11 4/13/2018 1:05 4.8 13:10 24.4 18.1 1:10 0.5 13:10 1.2 0.8 1:05 0.108 13:10 0.442 0.301 0.301 0.51 4/14/2018 3:30 6.4 17:20 24.3 17.9 2:35 0.5 17:20 1.4 0.9 2:35 0.141 17:20 0.517 0.326 0.326 1.52 4/15/2018 23:55 6.4 9:40 23.9 16.6 23:55 0.4 10:10 1.2 0.8 23:55 0.105 10:10 0.435 0.290 0.290 0.21 4/16/2018 2:20 5.3 14:40 25.2 18.3 2:20 0.4 14:40 1.6 0.9 2:20 0.073 14:40 0.578 0.314 0.314 0.71 4/17/2018 12:50 1.3 11:25 24.8 10.3 2:05 0.5 19:15 7.1 3.3 2:05 0.139 10:35 0.566 0.335 0.335 0.01 4/18/2018 2:30 1.7 6:45 2.7 2.2 1:50 3.8 16:05 7.4 5.9 1:50 0.163 16:05 0.570 0.344 0.344 0.12 4/19/2018 3:55 1.7 17:45 2.7 2.1 2:25 3.8 17:45 7.3 6.0 2:25 0.162 17:45 0.577 0.334 0.334 0.00 4/20/2018 2:00 1.7 6:45 2.6 2.1 2:05 4.0 6:05 7.0 5.9 2:00 0.164 6:45 0.516 0.321 0.321 0.00 4/21/2018 3:20 1.7 11:45 2.5 2.0 2:20 4.0 11:45 7.4 5.8 2:20 0.163 11:45 0.517 0.305 0.305 0.05 4/22/2018 3:50 1.7 11:40 2.7 2.0 4:10 3.5 11:35 7.4 5.8 4:10 0.144 11:40 0.553 0.312 0.312 0.00 ReportAvg 10.6 2.9 0.330 ReportTotal 7.270 5.85 AGENDA ITEM #6. o)   REN_MH6041    Located At:      Edmonds Ave and NE Sunset Blvd (see attached site report for details)  Monitoring Period:      December 22, 2017 – April 22, 2018  Pipe Dimensions:        8”   Finalized Silt Level:       0 mm    Site Data Characteristics:  This site is located in a sanitary sewer pipe.  The scattergraph indicates site  operated in free flow conditions.   The site did not surcharge during the monitoring period.   The dry  weather data plots above the Froude =1 curve indicating supercritical flow.      Site Data Bias & Editing:  The depth and velocity measurements recorded by the flow monitor were  consistent with field confirmations conducted to date and supported the relative accuracy of the flow  monitor at this location.  The finalized depth data utilized the pressure sensor.     Site Data Uptime:  The data uptime achieved during the monitoring period is provided in the table  below. Based upon the quality and consistency of the observed flow depth and velocity data, the  Continuity equation was used to calculate the flow rate for the monitoring period.     Entity Percentage Uptime  Raw  Percentage Uptime  Final  Depth (in) 100% 100%  Velocity (f/s) 100% 100%  Quantity (mgd) 100% 100%      Site Data Summary:  The average flow depth, velocity, and quantity data observed during the  monitoring period along with observed minimum and maximum data, are provided in the following  table. The minimum and maximum rates recorded in the tables are based on 5‐minute data intervals.        Item Depth (in) Velocity (f/s) Quantity (mgd) % Full  Minimum 0.15 0.56 0.002  2%  Maximum  5.66  8.17 0.640 71%   Average 0.91 3.76 0.056  11%                        AGENDA ITEM #6. o) Latitude: 47.501053° Longitude:-122.185562° REN_MH6041 TRITON+ System Characteristics Location Type Pipe ShapeSite located In road, near pedestrian crosswalk Renton.Carollo.I&I.WA17 HeavyDrive Site Access Details: Site Address /Location: Site Name Edmonds ave NE and NE Sunset Blvd Flow Monitoring Site Report Installation Information Circular Monitor Series Monitor Location: Doppler Standard Ring and Crank Manhole # Installation Date: Pipe Size (H x W) Topside / Area Photo Wednesday, December 13, 2017 Access Temporary 8" x 8" Traffic MH6041 Residential / Commercial Map Installation Type: Monitoring Location (Sensors): Peak Combo (CS4), Smart Depth (CS5) Pipe Size (HxW) 0.00'' CS5 Physical Offset (in)Measurement Confidence (in) 1.25" Peak Velocity (fps) Silt (in) ~10:00 AM 8" x 8"Site Sketch Profile View or Photo low flow 0 - 5 psi Depth of Flow (Wet DOF) (in) 2'' Velocity Sensor Offset (in) 2.7 FPS Downstream 0-5 FT Manhole Sensors / Devices: Installation Confirmation: Manhole Opening Diameter (in) Silt Type Hydraulic Comments: 0'' Sanitary Sewer Overflow 0.25" Manhole / Pipe Information: Pressure Sensor Range (psi) Confirmation Time: 20''20'' Manhole Cover Manhole Frame Pipe Condition: Manhole Material: Manhole Diameter (Approx.): Manhole Depth (Approx. FT):Manhole Configuration Concrete Good 10' Manhole Condition: 22275.11.325 Additional Site Info. / Comments: ADS Project Name: ADS Project Number: Renton.Carollo.I&I.WA17 Wireless Pipe Material Antenna Location Communication Information: Manhole Pick / Vent Hole No Concrete NormalSteel Fair Active Connections Renton traffic control Needed Air Quality: Communication Type Normal AGENDA ITEM #6. o) Additional Photos Flow Direction Monitoring Point Google Earth Map KEY Top Down Location Location Map Inlet Outlet Zoomed out inlet AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH6041\mp1\DFINAL (inches) REN_MH6041\mp1\VFINAL (feet/sec) REN_MH6041\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 12/22/2017 1:35 1.5 13:30 2.8 1.8 14:05 1.3 19:15 4.5 2.5 1:35 0.040 7:05 0.176 0.097 0.097 12/23/2017 1:45 1.2 21:15 2.1 1.6 2:55 0.7 11:15 4.9 2.6 2:55 0.017 21:15 0.194 0.086 0.086 12/24/2017 4:55 1.3 17:00 2.3 1.7 6:20 0.6 16:20 5.3 2.9 6:20 0.015 16:20 0.243 0.110 0.110 12/25/2017 4:25 1.1 8:00 1.9 1.5 5:05 0.7 10:55 4.8 2.4 5:05 0.012 15:35 0.138 0.071 0.071 12/26/2017 3:25 1.1 12:30 2.2 1.7 1:30 0.7 14:25 4.1 2.7 1:30 0.014 12:35 0.198 0.103 0.103 12/27/2017 4:55 0.9 18:20 2.8 1.5 8:35 0.9 9:00 4.1 2.2 4:55 0.016 13:15 0.185 0.066 0.066 12/28/2017 2:20 1.1 15:00 2.5 1.5 1:50 0.7 20:55 3.9 2.3 1:50 0.014 15:00 0.185 0.077 0.077 12/29/2017 22:55 1.6 15:00 2.8 2.1 22:50 2.9 12:10 6.1 4.0 22:55 0.098 15:45 0.349 0.189 0.189 12/30/2017 20:55 1.3 13:30 2.7 1.6 3:15 1.9 13:30 5.5 3.1 3:15 0.055 13:30 0.362 0.105 0.105 12/31/2017 4:50 1.0 13:05 2.2 1.4 3:00 0.8 12:25 4.4 2.4 5:30 0.013 13:05 0.198 0.072 0.072 ReportAvg 1.6 2.7 0.097 ReportTotal 0.973 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH6041\mp1\DFINAL (inches) REN_MH6041\mp1\VFINAL (feet/sec) REN_MH6041\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 1/1/2018 3:50 1.2 18:00 2.2 1.5 3:35 0.7 9:00 4.3 2.2 3:35 0.016 16:55 0.195 0.073 0.073 1/2/2018 3:30 1.0 6:50 2.2 1.4 4:35 0.8 6:50 5.5 2.5 4:35 0.015 6:50 0.286 0.067 0.067 1/3/2018 3:05 1.0 6:40 1.8 1.3 4:50 0.8 12:00 5.2 2.7 4:50 0.015 12:00 0.189 0.065 0.065 1/4/2018 12:30 0.7 10:30 5.7 1.2 3:10 0.9 19:55 6.5 3.4 3:10 0.020 10:30 0.640 0.069 0.069 1/5/2018 5:15 0.6 20:50 1.1 0.9 3:15 1.8 13:20 6.3 3.7 4:15 0.017 13:20 0.120 0.054 0.054 1/6/2018 1:35 0.7 11:15 1.2 0.9 3:20 2.3 18:25 6.8 4.0 1:40 0.024 11:15 0.147 0.061 0.061 1/7/2018 7:30 0.7 22:20 1.3 1.0 5:30 2.1 10:50 6.3 4.1 5:30 0.022 10:50 0.153 0.066 0.066 1/8/2018 4:55 0.7 21:20 1.3 1.0 3:50 2.3 20:40 6.6 4.3 3:50 0.026 20:40 0.150 0.077 0.077 1/9/2018 3:00 0.7 17:50 1.4 1.0 4:05 2.6 18:30 6.4 4.5 3:00 0.029 11:10 0.143 0.075 0.075 1/10/2018 20:50 0.7 16:00 1.5 1.0 3:05 2.4 22:40 6.3 4.0 20:00 0.035 11:15 0.118 0.066 0.066 1/11/2018 2:40 0.5 22:00 1.3 1.0 2:55 2.0 9:15 6.7 5.1 2:40 0.011 22:00 0.140 0.087 0.087 1/12/2018 4:45 0.6 0:10 1.3 1.0 4:45 2.4 7:25 6.8 4.8 4:45 0.017 7:25 0.136 0.085 0.085 1/13/2018 7:20 0.6 20:40 1.7 0.9 4:40 2.3 20:50 7.7 3.7 5:40 0.021 20:40 0.269 0.056 0.056 1/14/2018 4:25 0.5 18:45 1.3 0.9 6:00 2.4 18:45 6.9 4.1 5:00 0.017 18:45 0.158 0.058 0.058 1/15/2018 5:25 0.5 22:35 1.2 0.9 3:55 2.6 16:20 6.4 3.9 1:15 0.017 22:35 0.129 0.055 0.055 1/16/2018 5:15 0.6 11:10 1.2 0.9 4:40 2.2 12:05 6.3 4.2 5:15 0.018 18:05 0.115 0.063 0.063 1/17/2018 4:25 0.5 21:35 1.2 0.9 2:50 2.5 18:35 6.8 4.4 4:25 0.017 21:35 0.144 0.066 0.066 1/18/2018 4:10 0.7 12:35 1.1 0.9 1:30 2.6 19:55 7.1 4.8 4:35 0.028 20:35 0.120 0.063 0.063 1/19/2018 6:05 0.5 14:00 1.2 0.8 4:05 2.8 10:20 7.4 4.4 4:35 0.017 14:00 0.138 0.054 0.054 1/20/2018 6:30 0.4 15:05 1.0 0.8 1:50 2.2 20:05 6.6 4.1 4:10 0.012 9:45 0.103 0.050 0.050 1/21/2018 4:30 0.3 21:45 1.2 0.8 5:30 2.0 15:00 6.7 4.1 4:30 0.007 13:30 0.101 0.051 0.051 1/22/2018 1:30 0.6 23:50 1.7 0.9 3:15 2.6 10:10 6.4 4.3 1:30 0.019 23:40 0.130 0.061 0.061 1/23/2018 3:50 0.4 0:30 1.5 0.9 3:00 2.3 21:20 6.8 4.7 3:50 0.012 21:20 0.153 0.069 0.069 1/24/2018 0:10 0.7 12:10 1.2 1.0 4:15 3.5 17:25 7.1 5.2 4:45 0.046 12:10 0.153 0.087 0.087 1/25/2018 4:00 0.6 10:45 1.1 1.0 23:20 3.1 18:50 6.6 4.9 4:00 0.026 8:15 0.118 0.076 0.076 1/26/2018 1:45 0.6 18:50 1.1 0.9 2:30 2.7 8:50 6.7 4.7 1:45 0.028 18:50 0.121 0.067 0.067 1/27/2018 4:25 0.7 15:15 1.1 0.9 0:20 3.9 11:50 6.9 5.3 4:25 0.044 15:15 0.115 0.081 0.081 1/28/2018 2:00 0.6 20:50 1.3 1.0 4:05 3.0 10:20 7.2 4.8 3:05 0.030 10:20 0.162 0.083 0.083 1/29/2018 4:00 0.7 13:55 1.3 1.1 4:10 2.8 19:55 8.2 5.0 4:00 0.027 19:55 0.170 0.091 0.091 1/30/2018 2:55 0.7 11:20 1.0 0.9 3:15 3.3 15:20 6.5 5.1 3:15 0.029 11:30 0.104 0.070 0.070 1/31/2018 2:35 0.5 14:00 1.3 0.8 2:05 2.9 19:50 7.5 4.7 2:35 0.020 14:00 0.159 0.061 0.061 ReportAvg 1.0 4.2 0.068 ReportTotal 2.107 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH6041\mp1\DFINAL (inches) REN_MH6041\mp1\VFINAL (feet/sec) REN_MH6041\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 2/1/2018 2:45 0.4 21:40 1.1 0.8 2:55 2.4 14:15 7.2 4.7 2:45 0.012 21:40 0.116 0.063 0.063 2/2/2018 5:50 0.6 9:50 1.2 0.9 1:40 3.1 6:35 6.6 4.8 5:50 0.030 19:20 0.119 0.072 0.072 2/3/2018 6:15 0.4 21:30 1.3 1.0 2:50 2.7 12:10 7.2 4.6 6:15 0.013 20:05 0.147 0.074 0.074 2/4/2018 5:10 0.6 13:20 1.3 1.0 3:55 2.5 11:35 6.7 4.5 5:10 0.022 11:35 0.141 0.077 0.077 2/5/2018 4:55 0.5 14:35 1.1 0.9 2:05 2.3 12:40 7.0 4.4 4:10 0.015 12:40 0.114 0.063 0.063 2/6/2018 5:05 0.4 21:10 1.2 0.9 2:05 2.5 16:00 7.2 4.4 5:05 0.010 21:10 0.145 0.063 0.063 2/7/2018 5:20 0.3 19:35 1.3 1.0 2:35 2.0 13:45 6.8 4.3 5:20 0.012 20:40 0.141 0.072 0.072 2/8/2018 23:10 0.5 9:35 1.2 0.9 3:05 2.0 20:55 6.3 4.2 3:05 0.012 9:35 0.116 0.065 0.065 2/9/2018 22:05 0.3 14:50 1.0 0.8 22:05 1.9 17:40 7.0 4.0 22:05 0.005 13:15 0.104 0.047 0.047 2/10/2018 4:10 0.3 21:45 1.0 0.7 3:30 1.7 9:20 7.1 3.8 4:10 0.005 15:00 0.103 0.040 0.040 2/11/2018 5:40 0.2 20:30 0.9 0.6 6:00 1.4 7:50 5.9 3.0 5:40 0.003 7:50 0.084 0.026 0.026 2/12/2018 1:45 0.3 20:05 1.0 0.6 4:10 1.3 12:40 6.4 2.8 1:45 0.004 20:05 0.089 0.024 0.024 2/13/2018 1:45 0.2 17:35 1.1 0.7 3:35 1.3 17:35 6.5 3.2 1:45 0.003 17:35 0.129 0.036 0.036 2/14/2018 3:15 0.3 14:20 1.2 0.7 4:05 1.3 14:20 7.0 3.5 3:15 0.003 14:20 0.148 0.042 0.042 2/15/2018 4:05 0.2 16:35 1.0 0.8 1:40 1.2 21:30 6.0 3.7 1:45 0.003 21:30 0.096 0.043 0.043 2/16/2018 6:05 0.3 13:40 0.9 0.7 22:20 1.7 12:10 5.8 3.1 6:05 0.006 13:40 0.075 0.030 0.030 2/17/2018 1:55 0.2 11:15 1.0 0.7 2:40 1.4 11:15 5.9 2.8 1:55 0.002 11:15 0.091 0.027 0.027 2/18/2018 23:55 0.4 13:25 1.0 0.7 3:00 1.6 13:25 5.9 3.0 23:55 0.012 13:25 0.094 0.031 0.031 2/19/2018 23:20 0.3 18:30 1.0 0.7 23:50 1.4 13:10 5.7 2.8 23:20 0.004 18:30 0.090 0.026 0.026 2/20/2018 6:00 0.2 20:00 1.0 0.6 1:25 1.1 19:40 5.3 2.4 6:00 0.003 20:00 0.070 0.020 0.020 2/21/2018 4:00 0.3 17:35 1.4 0.6 3:10 1.0 17:35 7.2 2.8 4:00 0.004 17:35 0.183 0.029 0.029 2/22/2018 22:30 0.3 7:20 1.7 0.7 22:30 1.9 7:20 7.9 3.5 22:30 0.005 7:20 0.279 0.040 0.040 2/23/2018 1:30 0.2 20:15 1.1 0.7 4:55 1.6 20:00 5.6 3.4 1:30 0.004 20:00 0.091 0.036 0.036 2/24/2018 12:25 0.5 14:00 1.0 0.8 5:15 1.7 14:00 6.2 3.6 5:05 0.015 14:00 0.108 0.040 0.040 2/25/2018 5:45 0.3 12:10 1.0 0.7 3:45 1.3 11:00 6.7 3.8 5:45 0.005 18:15 0.094 0.042 0.042 2/26/2018 23:15 0.3 18:20 1.0 0.7 4:00 2.0 18:20 5.5 3.7 23:15 0.005 18:20 0.088 0.036 0.036 2/27/2018 4:25 0.2 13:00 0.9 0.6 3:20 1.4 18:55 5.4 3.0 3:50 0.004 13:00 0.074 0.026 0.026 2/28/2018 1:45 0.2 5:55 1.0 0.6 2:15 1.5 9:15 5.4 3.2 5:00 0.003 19:45 0.090 0.028 0.028 ReportAvg 0.8 3.6 0.043 ReportTotal 1.218 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH6041\mp1\DFINAL (inches) REN_MH6041\mp1\VFINAL (feet/sec) REN_MH6041\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 3/1/2018 23:00 0.4 12:40 1.0 0.7 3:25 2.6 12:35 5.7 3.5 23:00 0.013 12:40 0.096 0.033 0.033 3/2/2018 3:05 0.4 18:10 1.0 0.7 1:15 2.8 13:15 6.2 3.7 5:00 0.016 18:10 0.091 0.037 0.037 3/3/2018 1:25 0.4 8:35 1.2 0.7 5:50 2.3 8:50 5.4 3.4 1:25 0.015 8:50 0.095 0.034 0.034 3/4/2018 17:45 0.4 21:10 1.1 0.7 6:05 2.1 11:45 5.8 3.1 17:45 0.014 12:55 0.085 0.030 0.030 3/5/2018 6:55 0.4 16:55 1.4 0.8 3:10 1.5 13:45 6.2 2.9 6:55 0.011 13:45 0.107 0.034 0.034 3/6/2018 17:00 0.4 23:15 1.6 0.9 23:50 2.1 10:15 5.8 3.3 17:00 0.014 23:40 0.095 0.044 0.044 3/7/2018 17:25 0.4 0:00 1.6 0.9 4:50 1.7 21:45 5.8 3.3 23:50 0.015 5:35 0.104 0.042 0.042 3/8/2018 7:20 0.4 20:30 1.1 0.7 2:00 2.7 20:30 5.9 3.7 7:20 0.012 20:30 0.107 0.040 0.040 3/9/2018 4:50 0.3 18:20 1.0 0.6 3:25 1.2 18:20 5.9 3.0 4:50 0.004 18:20 0.096 0.026 0.026 3/10/2018 7:15 0.3 11:00 1.0 0.7 16:35 2.1 9:20 5.9 3.1 7:15 0.005 11:00 0.089 0.028 0.028 3/11/2018 1:15 0.2 18:20 1.1 0.7 5:25 1.4 18:40 6.4 3.0 1:15 0.003 18:40 0.114 0.033 0.033 3/12/2018 3:15 0.3 20:25 1.1 0.8 23:50 1.5 10:45 6.1 3.2 3:15 0.004 10:45 0.109 0.037 0.037 3/13/2018 0:25 0.3 0:50 1.2 0.8 1:20 1.1 18:45 6.0 3.0 0:20 0.005 18:45 0.080 0.034 0.034 3/14/2018 0:10 0.3 10:30 1.9 0.8 2:40 1.9 10:40 7.9 3.8 0:05 0.007 10:30 0.319 0.054 0.054 3/15/2018 15:55 0.4 17:30 1.1 0.8 3:05 1.6 17:30 5.6 3.6 15:55 0.013 17:30 0.099 0.046 0.046 3/16/2018 2:15 0.4 18:50 0.9 0.8 3:10 1.7 16:55 6.2 3.6 2:15 0.009 16:55 0.085 0.041 0.041 3/17/2018 5:25 0.4 8:15 1.0 0.7 3:50 1.4 8:15 6.6 3.6 5:25 0.008 8:15 0.109 0.037 0.037 3/18/2018 1:35 0.3 13:15 1.0 0.7 3:05 1.6 7:25 7.2 3.6 1:55 0.008 7:25 0.092 0.041 0.041 3/19/2018 4:25 0.3 18:55 1.1 0.8 2:10 1.5 17:30 6.9 3.7 0:00 0.007 22:10 0.094 0.043 0.043 3/20/2018 0:20 0.4 15:20 1.0 0.8 2:20 1.4 20:15 6.3 3.6 0:20 0.007 20:15 0.101 0.044 0.044 3/21/2018 3:20 0.4 20:55 1.1 0.8 1:45 1.7 18:55 6.7 3.8 2:05 0.008 18:55 0.106 0.046 0.046 3/22/2018 3:40 0.4 8:10 1.1 0.8 3:15 1.6 8:10 6.0 3.9 0:50 0.010 8:10 0.106 0.050 0.050 3/23/2018 1:05 0.3 6:35 1.0 0.8 3:30 1.5 12:15 6.4 3.9 1:05 0.007 12:15 0.106 0.047 0.047 3/24/2018 1:15 0.3 10:05 1.1 0.8 1:30 1.9 9:25 6.0 3.9 1:15 0.007 10:05 0.105 0.046 0.046 3/25/2018 3:55 0.4 11:05 1.0 0.8 5:25 1.9 10:35 7.1 3.9 2:30 0.009 10:40 0.105 0.047 0.047 3/26/2018 2:20 0.4 19:15 1.0 0.8 2:40 1.9 12:50 6.7 4.0 1:10 0.009 12:50 0.105 0.048 0.048 3/27/2018 1:05 0.3 17:50 1.1 0.8 1:35 1.6 14:55 6.6 3.8 1:05 0.006 19:45 0.107 0.052 0.052 3/28/2018 0:45 0.4 15:10 1.1 0.8 2:20 1.6 20:45 6.1 3.8 2:25 0.008 20:45 0.105 0.050 0.050 3/29/2018 0:55 0.5 20:35 1.2 0.8 1:35 1.5 18:55 6.2 3.7 1:35 0.010 18:55 0.127 0.050 0.050 3/30/2018 2:30 0.4 17:25 1.2 0.9 3:20 1.5 17:25 6.2 3.6 2:10 0.008 17:25 0.126 0.050 0.050 3/31/2018 2:30 0.4 19:55 1.2 0.9 1:40 1.6 7:25 6.8 3.6 2:30 0.007 7:25 0.106 0.051 0.051 ReportAvg 0.8 3.5 0.042 ReportTotal 1.294 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 8.00 REN_MH6041\mp1\DFINAL (inches) REN_MH6041\mp1\VFINAL (feet/sec) REN_MH6041\mp1\QFINAL (MGD - Total MG) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total 4/1/2018 1:10 0.4 19:20 1.1 0.9 4:05 1.4 9:30 6.7 3.8 1:10 0.009 18:10 0.114 0.052 0.052 4/2/2018 23:50 0.5 19:20 1.1 0.9 0:20 2.6 8:10 5.8 3.8 23:50 0.020 20:05 0.100 0.052 0.052 4/3/2018 1:40 0.4 18:55 1.1 0.9 2:00 1.4 11:45 6.8 3.8 1:40 0.006 11:45 0.124 0.055 0.055 4/4/2018 1:25 0.5 21:10 1.1 0.9 1:20 1.5 19:30 6.3 3.9 2:15 0.010 21:10 0.117 0.056 0.056 4/5/2018 2:30 0.4 19:15 1.1 0.9 2:40 1.6 9:00 5.9 3.9 1:55 0.008 19:15 0.114 0.056 0.056 4/6/2018 3:45 0.4 20:10 1.1 0.9 3:45 2.0 20:40 6.6 3.7 3:45 0.009 20:40 0.121 0.053 0.053 4/7/2018 1:30 0.4 12:55 1.2 1.0 1:30 2.0 19:30 7.2 4.2 1:30 0.010 19:30 0.143 0.067 0.067 4/8/2018 1:45 0.6 19:25 1.1 0.9 2:25 2.9 12:30 7.3 4.4 1:45 0.021 12:30 0.117 0.064 0.064 4/9/2018 3:35 0.4 21:05 1.1 0.8 2:35 2.7 9:50 7.1 3.9 3:35 0.016 21:05 0.115 0.051 0.051 4/10/2018 5:50 0.5 7:10 1.1 0.9 2:00 2.2 21:35 5.7 3.7 5:50 0.018 20:50 0.107 0.051 0.051 4/11/2018 2:25 0.4 17:00 1.0 0.8 2:25 1.7 20:00 5.7 3.7 2:25 0.006 20:00 0.094 0.047 0.047 4/12/2018 2:25 0.3 19:05 0.9 0.8 4:00 2.6 20:40 6.9 3.7 2:25 0.010 19:30 0.090 0.041 0.041 4/13/2018 0:45 0.4 9:30 0.9 0.7 2:50 2.5 21:20 6.1 3.7 1:35 0.011 21:20 0.075 0.040 0.040 4/14/2018 4:00 0.6 21:10 1.1 0.9 4:00 2.9 14:25 6.4 4.8 4:00 0.021 21:10 0.112 0.072 0.072 4/15/2018 18:55 0.7 20:15 1.1 1.0 23:25 3.8 19:05 7.8 5.4 23:35 0.053 10:40 0.119 0.085 0.085 4/16/2018 2:15 0.6 9:20 1.0 0.9 4:20 3.3 18:15 8.2 5.0 2:15 0.029 17:35 0.122 0.073 0.073 4/17/2018 22:50 0.6 6:40 1.0 0.9 23:55 3.1 13:15 6.0 4.6 22:50 0.032 12:05 0.092 0.062 0.062 4/18/2018 2:25 0.4 19:35 1.0 0.8 2:50 3.1 17:05 6.3 4.4 2:25 0.012 9:45 0.090 0.054 0.054 4/19/2018 0:55 0.3 11:15 1.0 0.8 1:00 2.9 16:25 6.8 4.1 0:55 0.006 16:25 0.108 0.054 0.054 4/20/2018 0:05 0.4 5:35 1.0 0.8 2:15 2.7 10:30 5.8 3.9 0:05 0.012 10:30 0.092 0.047 0.047 4/21/2018 4:50 0.3 14:35 1.0 0.8 2:30 2.2 7:50 6.3 3.7 4:50 0.010 14:35 0.099 0.045 0.045 4/22/2018 23:15 0.4 17:10 1.1 0.8 2:15 1.8 12:05 5.9 3.7 23:15 0.011 17:10 0.110 0.043 0.043 ReportAvg 0.9 4.1 0.055 ReportTotal 1.221 AGENDA ITEM #6. o)     REN_MH6704    Located At:      2623 NE Sunset Blvd (see attached site report for details)  Monitoring Period:      December 22, 2017 – April 22, 2018  Pipe Dimensions:        12”   Finalized Silt Level:       0 mm    Site Data Characteristics:  This site is located in a sanitary sewer pipe.  The scattergraph indicates site  operated in free flow conditions.   The site did not surcharge during the monitoring period.   The dry  weather data plots above the Froude =1 curve indicating supercritical flow.      Site Data Bias & Editing:  The depth and velocity measurements recorded by the flow monitor were  consistent with field confirmations conducted to date and supported the relative accuracy of the flow  monitor at this location.  The finalized depth data utilized the downward ultrasonic sensor.     Site Data Uptime:  The data uptime achieved during the monitoring period is provided in the table  below. Based upon the quality and consistency of the observed flow depth and velocity data, the  Continuity equation was used to calculate the flow rate for the monitoring period.     Entity Percentage Uptime  Raw  Percentage Uptime  Final  Depth (in) 100% 100%  Velocity (f/s) 100% 100%  Quantity (mgd) 100% 100%      Site Data Summary:  The average flow depth, velocity, and quantity data observed during the  monitoring period along with observed minimum and maximum data, are provided in the following  table. The minimum and maximum rates recorded in the tables are based on 5‐minute data intervals.        Item Depth (in) Velocity (f/s) Quantity (mgd) % Full  Minimum 0.53 3.62 0.035  4%  Maximum  1.74  9.94 0.441 15%   Average 1.02 6.14 0.132  9%                      AGENDA ITEM #6. o) Latitude: 47.499488° Longitude:-122.184027° REN_MH6704 TRITON+ System Characteristics Location Type Pipe ShapeWill have to park off road and walk to site, Renton.Carollo.I&I.WA17 NoneWalk (Residential) Site Access Details: Site Address /Location: Site Name 2623 NE Sunset Blvd Flow Monitoring Site Report Installation Information Circular Monitor Series Monitor Location: Doppler Standard Ring and Crank Manhole # Installation Date: Pipe Size (H x W) Topside / Area Photo Wednesday, December 13, 2017 Access Temporary 12 X 12 Traffic MH6704 Residential / Commercial Map Installation Type: Monitoring Location (Sensors): Peak Combo (CS4), Smart Depth (CS5) Pipe Size (HxW) 0.00'' CS5 Physical Offset (in)Measurement Confidence (in) 1.38" Peak Velocity (fps) Silt (in) 2:50:00 PM 12 X 12Site Sketch Profile View or Photo Straight, Some Ripples 0 - 5 psi Depth of Flow (Wet DOF) (in) 1.00'' Velocity Sensor Offset (in) 6.9 Downstream 0-5 FT Manhole Sensors / Devices: Installation Confirmation: Manhole Opening Diameter (in) Silt Type Hydraulic Comments: 0'' Sanitary Sewer Overflow 0.25" Manhole / Pipe Information: Pressure Sensor Range (psi) Confirmation Time: 20''20'' Manhole Cover Manhole Frame Pipe Condition: Manhole Material: Manhole Diameter (Approx.): Manhole Depth (Approx. FT):Manhole Configuration PVC Good 13' Manhole Condition: 22275.11.325 Additional Site Info. / Comments: ADS Project Name: ADS Project Number: Renton.Carollo.I&I.WA17 Wireless Pipe Material Antenna Location Communication Information: Manhole Pick / Vent Hole No Vitrified Clay Pipe NormalBolted Fair Active Connections None. Air Quality: Communication Type Normal AGENDA ITEM #6. o) Additional Photos Flow Direction Monitoring Point KEY Top Down Location Location Map Inlet Outlet Location Map AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 12.00 REN_MH6704\mp1\DFINAL (inches) REN_MH6704\mp1\VFINAL (feet/sec) REN_MH6704\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 12/22/2017 1:20 0.8 11:55 1.3 1.1 3:25 5.1 11:55 9.2 7.3 2:50 0.082 11:55 0.287 0.172 0.172 0.10 12/23/2017 23:25 0.8 10:25 1.3 1.0 5:45 4.5 10:40 8.9 7.2 3:10 0.079 10:25 0.255 0.159 0.159 0.00 12/24/2017 4:15 0.6 9:05 1.2 1.0 3:35 4.5 10:40 9.2 7.1 4:30 0.047 10:40 0.252 0.141 0.141 0.00 12/25/2017 3:50 0.8 11:10 1.3 1.0 6:05 4.4 15:15 8.8 6.7 4:00 0.063 12:35 0.244 0.137 0.137 0.14 12/26/2017 23:15 0.7 16:45 1.4 1.0 3:40 4.3 15:15 8.8 7.1 3:35 0.055 16:10 0.276 0.160 0.160 0.17 12/27/2017 3:25 0.7 20:25 1.3 1.0 1:20 4.4 15:55 8.7 7.0 1:20 0.053 11:35 0.250 0.142 0.142 0.00 12/28/2017 2:50 0.7 21:30 1.5 1.0 4:50 4.3 13:40 8.8 7.1 2:50 0.067 21:35 0.280 0.154 0.154 0.25 12/29/2017 23:10 0.9 12:50 1.7 1.3 2:45 6.2 12:00 9.9 8.2 23:10 0.126 12:00 0.441 0.247 0.247 1.57 12/30/2017 2:15 0.8 12:25 1.5 1.1 2:30 4.9 12:15 9.0 7.4 2:30 0.081 11:00 0.310 0.182 0.182 0.02 12/31/2017 20:50 0.7 15:00 1.3 1.0 5:05 4.7 13:05 9.5 7.5 5:05 0.068 15:00 0.270 0.150 0.150 0.00 ReportAvg 1.1 7.3 0.164 ReportTotal 1.645 2.25 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 12.00 REN_MH6704\mp1\DFINAL (inches) REN_MH6704\mp1\VFINAL (feet/sec) REN_MH6704\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 1/1/2018 0:40 0.7 18:25 1.2 1.0 4:55 5.6 18:20 9.2 7.7 0:40 0.073 18:20 0.237 0.153 0.153 0.00 1/2/2018 2:45 0.7 18:40 1.2 1.0 3:30 4.8 15:25 9.1 7.5 1:40 0.067 18:40 0.226 0.151 0.151 0.01 1/3/2018 4:40 0.8 19:00 1.3 0.9 2:55 5.0 19:00 9.3 7.4 2:55 0.073 19:00 0.290 0.139 0.139 0.00 1/4/2018 2:25 0.7 12:40 1.2 0.9 2:25 4.3 12:40 8.9 7.1 2:25 0.050 12:40 0.242 0.138 0.138 0.09 1/5/2018 23:35 0.8 12:35 1.2 1.0 2:05 4.9 17:05 9.4 7.4 2:05 0.077 12:55 0.230 0.150 0.150 0.42 1/6/2018 23:05 0.8 15:05 1.2 1.0 3:05 5.3 15:05 9.2 7.6 3:00 0.085 15:05 0.242 0.155 0.155 0.24 1/7/2018 6:00 0.7 13:45 1.4 1.0 3:20 4.5 18:30 9.7 7.5 6:00 0.060 18:30 0.301 0.162 0.162 0.38 1/8/2018 2:05 0.8 16:55 1.2 1.0 2:30 4.6 14:20 9.0 7.3 2:40 0.062 16:55 0.235 0.141 0.141 0.14 1/9/2018 4:05 0.8 20:15 1.2 1.0 3:30 4.9 20:15 9.0 7.4 3:30 0.072 20:15 0.236 0.151 0.151 0.46 1/10/2018 0:15 0.8 12:25 1.3 1.0 1:20 4.6 13:25 9.1 7.3 1:20 0.065 12:25 0.267 0.146 0.146 0.22 1/11/2018 3:35 0.8 14:40 1.4 1.1 3:55 4.7 14:40 9.0 7.2 3:55 0.075 14:40 0.314 0.167 0.167 1.04 1/12/2018 5:35 0.8 10:30 1.3 1.0 4:20 4.7 10:30 8.7 6.8 4:20 0.076 10:30 0.269 0.149 0.149 0.20 1/13/2018 4:05 0.8 12:35 1.2 1.0 4:25 4.2 11:40 8.5 6.5 4:25 0.063 11:50 0.223 0.141 0.141 0.02 1/14/2018 3:30 0.8 14:00 1.3 1.0 3:15 4.2 19:00 8.7 6.3 3:50 0.060 14:00 0.247 0.133 0.133 0.00 1/15/2018 3:30 0.8 11:05 1.2 1.0 3:45 4.3 17:00 8.1 6.4 3:30 0.060 12:40 0.199 0.135 0.135 0.04 1/16/2018 5:10 0.8 18:25 1.2 1.0 0:40 4.3 12:40 8.2 6.1 3:40 0.064 18:25 0.209 0.123 0.123 0.26 1/17/2018 2:50 0.7 18:10 1.3 1.0 1:45 4.2 15:40 8.2 6.2 2:50 0.055 20:50 0.232 0.132 0.132 0.79 1/18/2018 1:25 0.8 15:30 1.3 1.1 1:50 4.4 15:15 8.9 6.5 1:25 0.068 15:15 0.264 0.157 0.157 0.40 1/19/2018 23:15 0.7 17:30 1.3 1.1 1:55 4.3 18:00 8.2 6.1 23:15 0.063 18:00 0.223 0.143 0.143 0.10 1/20/2018 2:15 0.7 21:20 1.2 1.0 5:40 4.3 13:15 8.4 6.4 2:15 0.059 13:35 0.221 0.128 0.128 0.10 1/21/2018 4:20 0.6 11:25 1.2 1.0 5:50 4.3 18:10 9.0 6.4 4:20 0.044 18:10 0.235 0.131 0.131 0.16 1/22/2018 23:55 0.6 19:05 1.3 1.0 3:15 4.3 16:50 8.6 6.1 23:55 0.047 16:50 0.234 0.129 0.129 0.34 1/23/2018 3:50 0.5 18:40 1.4 0.9 1:20 4.2 12:20 8.9 6.2 3:55 0.035 18:40 0.268 0.116 0.116 0.79 1/24/2018 23:50 0.8 22:05 1.4 1.1 4:35 4.7 12:45 8.5 6.7 1:45 0.077 12:45 0.269 0.168 0.168 0.51 1/25/2018 23:10 0.8 20:05 1.3 1.1 2:30 4.7 17:25 8.0 6.4 23:20 0.083 16:50 0.224 0.144 0.144 0.14 1/26/2018 23:55 0.7 20:20 1.2 1.0 4:15 4.5 11:20 8.4 6.4 0:45 0.065 11:20 0.234 0.141 0.141 0.36 1/27/2018 0:05 0.7 21:25 1.2 1.0 4:10 4.8 16:35 8.5 6.8 0:05 0.065 16:35 0.213 0.133 0.133 0.61 1/28/2018 23:25 0.9 15:00 1.4 1.1 4:50 4.6 15:10 8.6 6.8 5:25 0.082 18:35 0.269 0.152 0.152 0.07 1/29/2018 9:25 0.8 20:25 1.4 1.0 3:20 4.3 18:55 8.8 6.5 4:40 0.073 20:25 0.264 0.142 0.142 0.90 1/30/2018 2:35 0.7 18:05 1.4 1.0 1:50 4.4 14:05 8.1 6.3 2:35 0.061 18:05 0.261 0.130 0.130 0.00 1/31/2018 8:35 0.9 20:35 1.4 1.1 3:10 4.4 20:10 8.5 6.0 3:15 0.078 20:10 0.266 0.144 0.144 0.00 ReportAvg 1.0 6.8 0.143 ReportTotal 4.426 8.79 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 12.00 REN_MH6704\mp1\DFINAL (inches) REN_MH6704\mp1\VFINAL (feet/sec) REN_MH6704\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 2/1/2018 2:50 0.7 20:40 1.2 1.0 2:45 4.1 20:50 8.3 6.2 2:55 0.053 20:50 0.212 0.125 0.125 0.66 2/2/2018 3:45 0.7 12:25 1.2 0.9 3:10 4.6 7:40 8.7 6.3 4:05 0.061 12:25 0.234 0.114 0.114 0.04 2/3/2018 2:20 0.7 19:25 1.2 0.9 5:35 4.3 14:30 8.5 6.4 4:10 0.053 19:20 0.211 0.125 0.125 0.31 2/4/2018 3:40 0.7 8:15 1.3 1.0 3:15 4.5 15:25 8.6 6.4 3:40 0.057 15:15 0.218 0.130 0.130 0.02 2/5/2018 3:50 0.6 17:45 1.2 1.0 4:20 4.4 12:00 8.1 6.0 3:50 0.043 16:50 0.201 0.120 0.120 0.04 2/6/2018 2:55 0.6 9:50 1.7 1.0 3:20 4.2 9:50 9.0 6.0 2:55 0.040 9:50 0.381 0.119 0.119 0.00 2/7/2018 2:25 0.6 19:05 1.2 0.9 4:15 4.3 20:25 8.0 5.7 2:25 0.042 19:05 0.197 0.109 0.109 0.00 2/8/2018 3:25 0.6 17:05 1.2 0.9 4:35 4.1 20:15 8.0 5.6 3:25 0.041 17:05 0.188 0.102 0.102 0.09 2/9/2018 3:40 0.6 16:05 1.1 0.9 3:25 4.2 13:05 7.9 5.8 3:40 0.043 16:05 0.181 0.103 0.103 0.01 2/10/2018 4:05 0.6 10:45 1.2 0.9 5:40 4.1 21:40 8.7 5.9 4:05 0.041 21:40 0.198 0.114 0.114 0.01 2/11/2018 3:50 0.7 16:25 1.4 1.0 3:50 4.0 14:00 8.3 5.9 3:50 0.043 14:05 0.224 0.120 0.120 0.00 2/12/2018 4:10 0.7 9:00 1.2 0.9 2:00 4.2 21:00 8.0 5.6 4:05 0.048 21:00 0.191 0.102 0.102 0.00 2/13/2018 1:20 0.6 7:20 1.3 0.9 1:25 4.1 18:45 7.8 5.6 1:25 0.044 7:00 0.186 0.108 0.108 0.17 2/14/2018 4:00 0.6 19:45 1.2 0.9 2:30 4.1 12:40 8.2 5.6 4:00 0.043 13:00 0.215 0.105 0.105 0.15 2/15/2018 1:45 0.6 16:55 1.2 0.9 3:05 4.1 17:30 7.5 5.7 1:45 0.043 16:55 0.191 0.104 0.104 0.00 2/16/2018 4:45 0.6 11:05 1.3 0.9 4:45 4.2 11:00 8.6 5.7 4:45 0.043 11:05 0.224 0.103 0.103 0.15 2/17/2018 3:35 0.6 15:25 1.3 1.0 1:50 4.1 12:10 8.3 6.1 3:35 0.044 15:25 0.226 0.123 0.123 0.32 2/18/2018 4:55 0.6 11:30 1.2 1.0 5:25 4.2 11:45 8.1 6.0 5:10 0.045 11:45 0.228 0.122 0.122 0.01 2/19/2018 0:30 0.6 11:00 1.3 1.0 4:35 4.1 15:30 8.1 5.6 0:30 0.038 15:30 0.221 0.113 0.113 0.00 2/20/2018 5:00 0.6 16:35 1.3 1.0 3:30 4.0 19:35 7.7 5.6 2:40 0.041 16:35 0.210 0.110 0.110 0.00 2/21/2018 1:45 0.6 18:55 1.2 0.9 1:30 4.1 20:40 7.4 5.4 1:50 0.040 20:25 0.194 0.103 0.103 0.00 2/22/2018 2:40 0.6 18:10 1.2 0.9 4:45 4.1 15:05 7.7 5.5 2:40 0.043 18:10 0.188 0.102 0.102 0.07 2/23/2018 0:45 0.7 9:05 1.3 1.0 3:50 4.0 16:55 7.4 5.4 0:45 0.050 8:55 0.173 0.104 0.104 0.01 2/24/2018 2:55 0.7 10:55 1.2 0.9 4:50 4.1 12:30 7.9 5.6 1:45 0.051 10:55 0.202 0.106 0.106 0.13 2/25/2018 4:45 0.7 20:20 1.3 1.0 3:10 4.2 9:40 8.7 5.9 4:45 0.049 20:20 0.247 0.120 0.120 0.11 2/26/2018 0:15 0.7 13:30 1.4 1.0 4:15 4.0 9:30 8.1 5.6 0:15 0.050 13:30 0.254 0.120 0.120 0.00 2/27/2018 13:40 0.7 17:50 1.4 1.0 1:40 3.8 17:55 7.7 5.6 4:35 0.064 17:50 0.249 0.118 0.118 0.19 2/28/2018 0:50 0.7 18:40 1.3 1.0 2:55 3.8 17:20 7.9 5.6 3:55 0.048 19:05 0.207 0.116 0.116 0.35 ReportAvg 1.0 5.8 0.113 ReportTotal 3.157 2.84 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 12.00 REN_MH6704\mp1\DFINAL (inches) REN_MH6704\mp1\VFINAL (feet/sec) REN_MH6704\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 3/1/2018 2:45 0.6 18:00 1.3 1.0 3:00 4.0 17:50 7.9 5.7 2:45 0.039 17:45 0.224 0.119 0.119 0.01 3/2/2018 3:55 0.8 19:10 1.2 1.0 3:15 4.1 18:55 7.6 5.6 3:55 0.056 18:55 0.202 0.116 0.116 0.07 3/3/2018 4:35 0.8 11:05 1.3 1.0 2:35 4.2 13:15 8.3 5.8 2:30 0.059 13:15 0.231 0.130 0.130 0.00 3/4/2018 3:30 0.7 13:30 1.3 1.0 4:05 3.7 11:50 8.1 5.9 3:30 0.049 13:30 0.231 0.135 0.135 0.12 3/5/2018 2:40 0.8 12:40 1.3 1.0 3:05 3.9 19:25 8.0 5.7 2:40 0.054 20:15 0.206 0.116 0.116 0.00 3/6/2018 4:05 0.6 20:15 1.3 1.0 3:25 3.9 20:40 8.0 5.5 4:00 0.041 20:40 0.219 0.106 0.106 0.00 3/7/2018 1:55 0.6 19:55 1.4 1.1 2:10 3.9 10:20 7.8 5.5 2:05 0.039 19:55 0.266 0.133 0.133 0.03 3/8/2018 2:30 0.8 21:05 1.5 1.2 2:45 3.8 18:15 8.5 5.7 2:30 0.061 18:15 0.293 0.153 0.153 0.37 3/9/2018 13:10 0.8 17:20 1.3 1.1 2:20 4.0 19:40 7.9 5.6 2:15 0.068 19:40 0.243 0.124 0.124 0.00 3/10/2018 2:55 0.8 11:10 1.5 1.1 3:35 3.6 13:55 8.3 5.5 2:55 0.050 11:10 0.280 0.141 0.141 0.00 3/11/2018 5:25 0.8 11:05 1.4 1.1 4:55 3.8 11:35 7.5 5.4 5:25 0.061 11:05 0.247 0.134 0.134 0.00 3/12/2018 4:20 0.8 18:20 1.4 1.1 1:50 3.8 20:05 7.5 5.3 2:35 0.061 19:45 0.228 0.122 0.122 0.00 3/13/2018 3:50 0.8 19:35 1.3 1.0 3:15 3.8 19:40 7.7 5.5 3:50 0.059 17:45 0.219 0.119 0.119 0.31 3/14/2018 1:05 0.8 20:05 1.3 1.0 0:55 3.9 6:45 7.4 5.5 0:55 0.061 20:05 0.215 0.121 0.121 0.04 3/15/2018 0:45 0.8 11:45 1.4 1.1 1:30 4.3 20:45 7.4 5.4 0:45 0.064 20:45 0.222 0.127 0.127 0.00 3/16/2018 3:25 0.9 17:10 1.3 1.1 0:35 4.1 9:10 7.2 5.5 3:25 0.070 17:25 0.215 0.134 0.134 0.00 3/17/2018 4:30 0.8 20:05 1.5 1.1 4:05 4.3 19:05 7.9 5.7 4:30 0.070 19:50 0.241 0.142 0.142 0.00 3/18/2018 3:45 0.8 10:05 1.5 1.2 2:30 4.2 13:30 8.6 6.0 3:45 0.061 11:00 0.299 0.157 0.157 0.00 3/19/2018 0:25 0.8 19:00 1.4 1.1 1:50 4.1 12:35 8.5 5.5 23:30 0.065 19:00 0.232 0.128 0.128 0.00 3/20/2018 23:30 0.8 19:45 1.3 1.1 2:25 3.8 10:55 7.8 5.4 2:25 0.057 10:55 0.232 0.126 0.126 0.00 3/21/2018 3:35 0.8 19:40 1.3 1.0 22:50 4.0 18:05 7.7 5.4 3:35 0.057 18:05 0.217 0.117 0.117 0.10 3/22/2018 2:20 0.8 18:35 1.3 1.1 1:35 4.0 9:40 7.6 5.5 3:20 0.060 9:40 0.218 0.125 0.125 0.48 3/23/2018 1:05 0.8 11:30 1.3 1.0 2:10 3.9 7:15 7.9 5.5 2:35 0.059 11:30 0.236 0.121 0.121 0.31 3/24/2018 0:50 0.8 16:35 1.3 1.1 4:55 4.1 13:35 8.5 5.7 2:10 0.061 13:35 0.246 0.136 0.136 0.28 3/25/2018 5:50 0.7 19:30 1.3 1.1 4:40 4.1 10:45 8.1 5.7 5:50 0.053 11:15 0.241 0.131 0.131 0.01 3/26/2018 23:15 0.8 16:40 1.3 1.0 1:10 4.1 20:10 7.7 5.6 23:35 0.056 19:50 0.221 0.121 0.121 0.17 3/27/2018 0:05 0.7 19:40 1.3 1.0 1:25 4.1 19:40 8.0 5.5 0:05 0.054 19:40 0.242 0.119 0.119 0.02 3/28/2018 23:55 0.7 19:25 1.3 1.0 3:20 4.1 18:25 7.9 5.5 0:10 0.055 18:25 0.219 0.116 0.116 0.01 3/29/2018 0:00 0.7 13:40 1.3 1.0 4:05 4.2 18:00 8.7 5.5 0:00 0.055 13:40 0.220 0.115 0.115 0.00 3/30/2018 0:05 0.7 19:20 1.3 1.0 1:25 4.1 10:55 7.5 5.5 0:05 0.052 17:55 0.203 0.120 0.120 0.00 3/31/2018 4:10 0.8 7:35 1.3 1.1 0:55 4.1 11:20 8.0 5.7 0:45 0.059 11:20 0.222 0.130 0.130 0.00 ReportAvg 1.1 5.6 0.127 ReportTotal 3.935 2.33 AGENDA ITEM #6. o) ADS Environmental Services Pipe Height: 12.00 REN_MH6704\mp1\DFINAL (inches) REN_MH6704\mp1\VFINAL (feet/sec) REN_MH6704\mp1\QFINAL (MGD - Total MG) REN_RG\mp1\RAIN (inches) Date Time Min. Time Max. Average Time Min. Time Max. Average Time Min. Time Max. Average Total Total 4/1/2018 18:30 0.8 10:45 1.3 1.0 3:45 4.0 10:20 8.1 5.7 3:45 0.059 10:20 0.242 0.128 0.128 0.10 4/2/2018 22:35 0.7 19:20 1.3 1.0 2:35 4.0 19:20 7.9 5.6 22:30 0.056 19:20 0.244 0.122 0.122 0.00 4/3/2018 7:10 0.8 18:20 1.3 1.0 1:00 4.1 17:10 7.7 5.5 0:45 0.060 9:20 0.205 0.110 0.110 0.00 4/4/2018 23:25 0.6 19:20 1.4 1.0 0:20 4.0 16:30 7.8 5.5 23:25 0.040 19:20 0.238 0.120 0.120 0.39 4/5/2018 12:20 0.7 20:20 1.2 0.9 0:50 4.1 19:10 8.2 5.6 22:05 0.057 19:25 0.190 0.108 0.108 0.25 4/6/2018 23:20 0.8 16:20 1.3 1.0 3:45 4.0 16:20 8.4 5.6 23:20 0.063 16:20 0.251 0.118 0.118 0.00 4/7/2018 13:55 0.7 5:25 1.4 1.0 1:15 4.1 10:15 8.2 5.8 1:15 0.058 8:55 0.237 0.130 0.130 0.88 4/8/2018 19:10 0.9 10:20 1.4 1.1 2:35 4.2 9:55 8.6 6.0 2:40 0.069 10:10 0.253 0.145 0.145 0.45 4/9/2018 21:55 0.8 9:45 1.3 1.0 1:15 4.2 10:30 7.7 5.7 3:30 0.066 9:50 0.227 0.125 0.125 0.00 4/10/2018 23:30 0.6 8:05 1.2 0.9 2:15 4.1 9:20 7.9 5.7 23:30 0.045 8:10 0.195 0.101 0.101 0.23 4/11/2018 0:20 0.6 15:35 1.2 0.9 0:45 4.0 20:20 8.0 5.7 0:30 0.041 15:30 0.186 0.095 0.095 0.31 4/12/2018 0:15 0.6 13:10 1.4 1.0 0:15 4.1 7:55 8.0 5.6 0:15 0.042 13:10 0.245 0.108 0.108 0.11 4/13/2018 0:30 0.7 5:50 1.3 1.0 4:45 4.2 13:55 8.2 5.9 0:30 0.053 9:30 0.202 0.115 0.115 0.51 4/14/2018 0:35 0.8 19:30 1.5 1.1 3:50 4.1 16:05 8.5 6.7 0:35 0.062 19:25 0.311 0.169 0.169 1.52 4/15/2018 23:35 1.0 10:25 1.5 1.2 4:10 4.9 13:40 8.7 7.0 23:40 0.102 10:25 0.300 0.189 0.189 0.21 4/16/2018 0:00 0.9 12:10 1.5 1.2 3:10 4.5 12:10 8.3 6.5 0:00 0.089 12:10 0.312 0.177 0.177 0.71 4/17/2018 22:40 0.9 7:05 1.4 1.2 2:05 4.5 12:15 8.4 6.5 22:40 0.083 7:05 0.246 0.168 0.168 0.01 4/18/2018 20:35 0.9 17:35 1.4 1.1 0:05 4.4 10:45 8.2 6.3 1:35 0.077 17:35 0.248 0.157 0.157 0.12 4/19/2018 21:25 0.9 8:35 1.4 1.1 1:25 4.4 18:25 8.3 6.3 1:35 0.083 18:25 0.259 0.148 0.148 0.00 4/20/2018 22:25 0.6 14:30 1.3 1.0 3:50 4.4 12:05 8.0 6.2 22:25 0.054 9:10 0.225 0.120 0.120 0.00 4/21/2018 23:45 0.5 9:35 1.3 1.0 3:45 4.3 17:05 8.1 6.3 23:45 0.036 9:35 0.247 0.125 0.125 0.05 4/22/2018 0:40 0.5 9:35 1.2 0.9 3:35 4.2 13:55 8.3 6.1 0:40 0.037 11:05 0.193 0.107 0.107 0.00 ReportAvg 1.0 6.0 0.131 ReportTotal 2.886 5.85 AGENDA ITEM #6. o)   REN_RG    Located At:      3555 Ne 2nd St (see attached site report for details)  Monitoring Period:      December 22, 2017 – April 22, 2018      RG Data Uptime:  The data uptime achieved during the monitoring period is provided in the table below.     Entity Percentage Uptime  Raw  Percentage Uptime  Final  Depth (in) 100% 100%  Velocity (f/s) 100% 100%  Quantity (mgd) 100% 100%          AGENDA ITEM #6. o) Latitude: 47.484465° Longitude:-122.171921° Site Sketch Plan View or Photo Additional Site Info. / Comments: Located on paved goal of horseshoe tossing area outside of building. NA Antenna Location Communication Information: Active Drop Connections Air Quality: Communication Type Normal 22275.11.325 ADS Project Name: ADS Project Number: Renton.Carollo.I&I.WA17 Manhole Cover Manhole Frame Manhole Material: Manhole Diameter (Approx.): Manhole Depth (Approx. FT):Manhole Configuration Wireless Pipe Material Renton Public Works Maintenance division, in field on horseshoe goal. Sensors / Devices: NA Manhole / Pipe Information: Installation Type: Pressure Sensor Range (psi) Confirmation Time: Site Sketch Profile View or Photo Pipe Size (H x W) Topside / Area Photo Rain Gauge Tipping Bucket Pipe Size (HxW) - Monitoring Location (Sensors): Depth of Flow (Wet DOF) (in)Range (Air DOF) (in) - Velocity Sensor Offset (in) - Temporary NA REN_RG Access Traffic Rain Alert III System Characteristics Location Type Pipe Shape Renton.Carollo.I&I.WA17 LightDrive Site Access Details: Site Address /Location: Site Name 3555 NE 2nd St Installation Information Non-Standard Monitor Series Monitor Location: Rain Gauge Manhole # Installation Date: 12.22.17 Rooftop Building Rain Gauge Other Map Flow Monitoring Site Report - Downlooker Physical Offset (in)Measurement Confidence (in) - Peak Velocity (fps) Silt (in) - Installation Confirmation: Manhole Opening Diameter (in) Silt Type Hydraulic Comments: Pipe Condition: Single Manhole Condition: -- AGENDA ITEM #6. o) AGENDA ITEM #6. o) ADS Environmental Services REN_RG\mp1\RAIN (inches) Date Total 12/22/2017 0.10 12/23/2017 0.00 12/24/2017 0.00 12/25/2017 0.14 12/26/2017 0.17 12/27/2017 0.00 12/28/2017 0.25 12/29/2017 1.57 12/30/2017 0.02 12/31/2017 0.00 ReportAvg ReportTotal 2.25 AGENDA ITEM #6. o) ADS Environmental Services REN_RG\mp1\RAIN (inches) Date Total 1/1/2018 0.00 1/2/2018 0.01 1/3/2018 0.00 1/4/2018 0.09 1/5/2018 0.42 1/6/2018 0.24 1/7/2018 0.38 1/8/2018 0.14 1/9/2018 0.46 1/10/2018 0.22 1/11/2018 1.04 1/12/2018 0.20 1/13/2018 0.02 1/14/2018 0.00 1/15/2018 0.04 1/16/2018 0.26 1/17/2018 0.79 1/18/2018 0.40 1/19/2018 0.10 1/20/2018 0.10 1/21/2018 0.16 1/22/2018 0.34 1/23/2018 0.79 1/24/2018 0.51 1/25/2018 0.14 1/26/2018 0.36 1/27/2018 0.61 1/28/2018 0.07 1/29/2018 0.90 1/30/2018 0.00 1/31/2018 0.00 ReportAvg ReportTotal 8.79 AGENDA ITEM #6. o) ADS Environmental Services REN_RG\mp1\RAIN (inches) Date Total 2/1/2018 0.66 2/2/2018 0.04 2/3/2018 0.31 2/4/2018 0.02 2/5/2018 0.04 2/6/2018 0.00 2/7/2018 0.00 2/8/2018 0.09 2/9/2018 0.01 2/10/2018 0.01 2/11/2018 0.00 2/12/2018 0.00 2/13/2018 0.17 2/14/2018 0.15 2/15/2018 0.00 2/16/2018 0.15 2/17/2018 0.32 2/18/2018 0.01 2/19/2018 0.00 2/20/2018 0.00 2/21/2018 0.00 2/22/2018 0.07 2/23/2018 0.01 2/24/2018 0.13 2/25/2018 0.11 2/26/2018 0.00 2/27/2018 0.19 2/28/2018 0.35 ReportAvg ReportTotal 2.84 AGENDA ITEM #6. o) ADS Environmental Services REN_RG\mp1\RAIN (inches) Date Total 3/1/2018 0.01 3/2/2018 0.07 3/3/2018 0.00 3/4/2018 0.12 3/5/2018 0.00 3/6/2018 0.00 3/7/2018 0.03 3/8/2018 0.37 3/9/2018 0.00 3/10/2018 0.00 3/11/2018 0.00 3/12/2018 0.00 3/13/2018 0.31 3/14/2018 0.04 3/15/2018 0.00 3/16/2018 0.00 3/17/2018 0.00 3/18/2018 0.00 3/19/2018 0.00 3/20/2018 0.00 3/21/2018 0.10 3/22/2018 0.48 3/23/2018 0.31 3/24/2018 0.28 3/25/2018 0.01 3/26/2018 0.17 3/27/2018 0.02 3/28/2018 0.01 3/29/2018 0.00 3/30/2018 0.00 3/31/2018 0.00 ReportAvg ReportTotal 2.33 AGENDA ITEM #6. o) ADS Environmental Services REN_RG\mp1\RAIN (inches) Date Total 4/1/2018 0.10 4/2/2018 0.00 4/3/2018 0.00 4/4/2018 0.39 4/5/2018 0.25 4/6/2018 0.00 4/7/2018 0.88 4/8/2018 0.45 4/9/2018 0.00 4/10/2018 0.23 4/11/2018 0.31 4/12/2018 0.11 4/13/2018 0.51 4/14/2018 1.52 4/15/2018 0.21 4/16/2018 0.71 4/17/2018 0.01 4/18/2018 0.12 4/19/2018 0.00 4/20/2018 0.00 4/21/2018 0.05 4/22/2018 0.00 ReportAvg ReportTotal 5.85 AGENDA ITEM #6. o) RDII Analysis This section describes an evaluation of wet weather impacts on system flows by summarizing excess flow rates and volumes from the studied sewer shed areas (basins) associated with each flow monitoring site during rain events that occurred during the study period. This section also describes an evaluation of dry weather flow data for purposes of determining base wastewater flows (to compare wet weather flows against). Base Dry Weather Analysis Prior to conducting a wet weather analysis, a dry weather analysis must first be performed by reviewing data obtained during dry weather conditions. For this analysis, a dry day is defined as any day in which there was less than 0.10 in. of rain in the previous day, less than 0.40 in. of rain in the previous three days, and less than 1.00 in. of rain in the previous five days. This process automatically eliminates the selection of most wet weather events and the periods associated with recovery from these events. Once the initial dry days are selected, they are compared to one another to make sure that the flow pattern for each day is repeatable. Any days that have an inconsistent flow pattern are removed from consideration. The resulting dry days are then averaged to establish an average diurnal flow pattern from the site. The dry weather analysis evaluates the weekday pattern separate from the weekend pattern to account for differences often observed. Dry weather flows were evaluated for each basin during the study period. Recorded flow rates from the sanitary sewer monitoring location for each dry day are overlaid on a hydrograph, enabling a typical or average dry day flow (ADF) and minimum daily flow (MDF) to be determined for Weekdays and Weekends (gross flow basis) as depicted in Figure 1.1 for basin REN_MH1360. . Figure 1.1 summarizes the gross flow values for ADF for weekdays and weekends. It is possible to estimate the volume of flow from each sewer shed area that is attributable to groundwater infiltration (or Base Infiltration – BI) based on an evaluation of ADF and MDF values against expected wastewater flow generation rates from sewer shed areas AGENDA ITEM #6. o) comprised of typical residential/commercial land uses. The most refined empirical method to estimate BI is the Stevens/Schutzbach equation. The Equation below is the Stevens/Schutzbach equation that was used to estimate BI from these areas. BI = ______0.4 * MDF________ 1- 0.6 (MDF/ADF) ^ ADF 0.7 Reliability of BI calculations decreases in non-residential basins and in basins where the flow meter measures flow from cycling pump stations or other unusual flow patterns. It is important to understand that when only using flow data, BI is considered an estimate and only through more rigorous means of flow isolations (e.g. plugging all lateral connections in isolated small areas of the system and physically measuring continued flow during the plugging period) can actual BI values be determined. The BI as a percentage of average daily flow is presented below is Tables 1.1 and Table 1.2. The dry day weather flow for each site’s tributary area (or gross flow which includes any upstream basins) is presented in Table 1.1 below. Weekday dry days were calculated separately from weekend dry days due to the sites having different hydraulic patterns on weekdays compared to weekends. Table 1.2 presents the net dry weather flow summary for each basin (or net flow which subtracts flow from upstream basins). In order to isolate flows from Basins REN_MH3625 and REN_MH1360 subtraction of upstream site flows was required. To calculated net flow for these basins the following calculations were made: REN_MH1360 = REN_MH1360 - REN_MH4628; Also, REN_MH3625 = REN_MH3625 - REN_MH5505. Base  Infiltration/ADF (%) Basin Weekdays Weekends Weekdays Weekends Weekdays Weekends Weekdays Weekends Weekdays REN_MH0166 0.015 0.005 0.007 0.002 0.027 0.011 0.002 0.002 13% REN_MH0286 0.073 0.048 0.055 0.045 0.095 0.053 0.052 0.045 71% REN_MH0537 0.317 0.317 0.207 0.204 0.399 0.408 0.164 0.161 52% REN_MH1360 0.203 0.211 0.126 0.121 0.257 0.283 0.104 0.096 51% REN_MH1763 0.167 0.178 0.071 0.080 0.233 0.273 0.054 0.061 32% REN_MH2116 0.574 0.571 0.411 0.391 0.654 0.721 0.315 0.292 55% REN_MH2171 0.184 0.146 0.093 0.098 0.282 0.188 0.072 0.086 39% REN_MH2252 0.648 0.674 0.432 0.390 0.838 0.930 0.311 0.259 48% REN_MH2999 0.175 0.186 0.122 0.126 0.214 0.232 0.106 0.108 61% REN_MH3216 0.050 0.046 0.022 0.023 0.070 0.072 0.020 0.020 40% REN_MH3625 0.533 0.587 0.301 0.313 0.738 0.817 0.206 0.205 39% REN_MH4628 0.163 0.171 0.118 0.117 0.196 0.214 0.104 0.101 64% REN_MH4646 0.296 0.205 0.171 0.168 0.229 0.246 0.158 0.153 53% REN_MH5302 1.689 1.690 1.078 0.981 2.012 2.084 0.628 0.540 37% REN_MH5505 0.211 0.212 0.167 0.157 0.238 0.250 0.150 0.138 71% REN_MH5519 0.319 0.297 0.187 0.174 0.385 0.399 0.142 0.133 45% REN_MH6041 0.047 0.041 0.017 0.017 0.067 0.060 0.014 0.015 30% REN_MH6704 0.114 0.129 0.063 0.066 0.157 0.190 0.053 0.054 46% Dry Weather Flow Summary (Gross) Average Daily Flow  (mgd) Minimum Daily Flow   (mgd) Maximum Daily Flow   (mgd) Base Infiltration  (mgd) Table 1.1 Summarizes the base infiltration and minimum, average, and maximum daily flows. AGENDA ITEM #6. o) Base  Infiltration/ADF (%) Basin Weekdays Weekends Weekdays Weekends Weekdays Weekends Weekdays Weekends Weekdays REN_MH0166 0.015 0.005 0.007 0.002 0.027 0.011 0.002 0.002 13% REN_MH0286 0.073 0.048 0.055 0.045 0.095 0.053 0.052 0.045 71% REN_MH0537 0.317 0.317 0.207 0.204 0.399 0.408 0.164 0.161 52% REN_MH1360              (REN_MH1360‐REN_MH4628)0.041 0.040 0.007 0.002 0.620 0.740 0.000 0.000 <5% REN_MH1763 0.167 0.178 0.071 0.080 0.233 0.273 0.054 0.061 32% REN_MH2116 0.574 0.571 0.411 0.391 0.654 0.721 0.315 0.292 55% REN_MH2171 0.184 0.146 0.093 0.098 0.282 0.188 0.072 0.086 39% REN_MH2252 0.648 0.674 0.432 0.390 0.838 0.930 0.311 0.259 48% REN_MH2999 0.175 0.186 0.122 0.126 0.214 0.232 0.106 0.108 61% REN_MH3216 0.050 0.046 0.022 0.023 0.070 0.072 0.020 0.020 40% REN_MH3625                   (REN_MH3625‐REN_MH5505)0.322 0.375 0.131 0.152 0.500 0.572 0.056 0.067 17% REN_MH4628 0.163 0.171 0.118 0.117 0.196 0.214 0.104 0.101 64% REN_MH4646 0.296 0.205 0.171 0.168 0.229 0.246 0.158 0.153 53% REN_MH5302 1.689 1.690 1.078 0.981 2.012 2.084 0.628 0.540 37% REN_MH5505 0.211 0.212 0.167 0.157 0.238 0.250 0.150 0.138 71% REN_MH5519 0.319 0.297 0.187 0.174 0.385 0.399 0.142 0.133 45% REN_MH6041 0.047 0.041 0.017 0.017 0.067 0.060 0.014 0.015 30% REN_MH6704 0.114 0.129 0.063 0.066 0.157 0.190 0.053 0.054 46% Dry Weather Flow Summary (Net) Average Daily Flow  (mgd) Minimum Daily Flow   (mgd) Maximum Daily Flow   (mgd) Base Infiltration  (mgd) Table 1.2 Summarizes the net base infiltration and net minimum, average, and maximum daily flows. Wet Weather Analysis A wet weather analysis is performed by comparing specific wet weather events to average dry weather flows (ADF). Four (4) rain events larger than one (1) inch were recorded and evaluated during the monitoring period. Based on these events, an analysis was conducted to characterize the impact of wet weather on flow measured in the basins. Rain totals for each of the Four (4) storms are presented in Table 1.3. Rain Event Totals     RG  (in)  1/23/2018 1.48  3/21/2018 1.17  4/7/2018 1.33  4/15/2018 2.95  Table 1.3 Storm Event Rain Totals Recorded flow rates for a specific storm event are plotted against average dry weather conditions. The difference observed represents the rain-dependent inflow and infiltration (RDII or I/I) entering the sanitary sewer system upstream from this monitoring location and is called a storm hydrograph. Figure 1.2 depicts a storm hydrograph for site/basin REN_MH1360 during the storm on April 13, 2018. AGENDA ITEM #6. o) Figure 1.2 Figure 1.2 Storm hydrograph for site REN_MH1360 I/I calculations are made for each storm event, as shown in the colored bands above. The first period following the onset of rain is referred to as the Storm Period. The following period is referred to as Recovery 1, and the next period is referred to as Recovery 2. The Recovery 2 period was restricted as needed to not overlap the next storm. The entire period including storm and events 1 and 2 is thie Event period. The storm hydrograph for this location showed a somewhat delayed but significant flow response to the rainfall during the April 13, 2018 storm. The brown line shown above displays the Gross I/I, while the lighter blue line displays the Net I/I contributed at the site after the flow was isolated from the upstream basin by subtracting flows upstream. For each storm event a pre-compensation (or “precomp”) of the ADF data pattern occurs just before the storm and is highlighted by the gray bar in Figure 1.2. The average dry weekend or weekday is moved up or down as necessary to obtain the best fit with the flow in the sewer just before the storm. This is done to estimate and compare against the dry flow pattern that “would have” occurred if the storm did not occur. In Figure 1.2, the upward shift or positive “precomp+” of the comparator ADF data is evident. This effectively isolates only the truly rain storm dependent I/I (or RDII) by ignoring the already elevated flow rate present at the onset of the storm. AGENDA ITEM #6. o) RDII Once the calculations were complete for each storm, the Net RDII per storm event were graphed. The RDII results per storm event (MG) are show in Figures 1.3 and Table 1.4 and are based on the entire event periods (storm periods plus recovery periods). Figure 1.3 is sorted from high to low based on the largest storm that occurred on April 13, 2018. Figure 1.3 NetII Volume Event for Various Storms (MG)    1/23/2018   (1.48 in)  3/21/2018     (1.17 in)  4/7/2018     (1.33 in)  4/13/2018    (2.95 in)  REN_MH0166 0.64 0.14 0.18 1.21  REN_MH0286 0.02 0.01 0.04 0.12  REN_MH0537 0.22 0.04 0.07 0.20  REN_MH1360 0.06 <0.01 0.85 0.48  REN_MH1763 0.47 0.05 0.06 0.34  REN_MH2116 0.97 0.40 1.11 2.82  REN_MH2171 0.30 0.08 0.19 0.85  REN_MH2252 1.08 0.19 0.58 2.92  REN_MH2999 0.13 0.10 0.17 0.43  REN_MH3216 0.03 0.02 0.02 0.07  REN_MH3625 0.28 0.09 0.25 1.05  REN_MH4628 0.57 0.05 0.17 1.42  REN_MH4646 0.09 0.05 0.07 0.20  REN_MH5302 1.49 0.66 2.12 5.47  REN_MH5505 0.34 0.06 0.20 1.03  AGENDA ITEM #6. o) NetII Volume Event for Various Storms (MG)    1/23/2018   (1.48 in)  3/21/2018     (1.17 in)  4/7/2018     (1.33 in)  4/13/2018    (2.95 in)  REN_MH5519 0.04 0.02 0.13 0.04  REN_MH6041 0.09 0.01 0.05 0.16  REN_MH6704 0.10 0.03 0.06 0.28  Total 6.92 2.00 6.32 19.08  Table 1.4 Net II Volume Events for Various Storms (MG). Normalized RDII To enable a comparison of RDII between basins of differing sizes, the RDII volumes for each basin were normalized by dividing each basin’s net RDII values by the area of each basin (acres); then dividing by inches of rainfall to yield volume of rainfall. This yielded the % rainfall entering the basin collection system. Table 1.5 summarizes the Acreage (used in this analysis) and pipe length associated with each basin. A summary of the normalized RDII in each basin during each storm event is summarized in Figure 1.4 and Table 1.6. Figure 1.4 is sorted from high to low based on the largest storm that occurred on April 13, 2018. Basin Pipe Length Acreage  MH0166 7848 124 MH0286 7199 138 MH0537 59708 353 MH1360 30805 171 MH1763 53835 323 MH2116 76537 463 MH2171 27132 158 MH2252 40774 722 MH2999 27711 224 MH3216 6244 56 MH3625 86021 594 MH4628 20489 113 MH4646 15397 96 MH5302 36717 383 MH5505 23462 144 MH5519 12905 93 MH6041 13162 64 MH6704 20191 91Table 1.5 Basin Acreage and Pipe Length. AGENDA ITEM #6. o) Figure 1.4 Normalized NetII Volume Event for Various Storms (%Rainfall)    1/23/2018   (1.48 in)  3/21/2018     (1.17 in)  4/7/2018     (1.33 in)  4/13/2018    (2.95 in)  REN_MH0166 12.84 3.65 4.01 12.20  REN_MH0286 0.31 0.29 0.83 1.09  REN_MH0537 1.53 0.35 0.54 0.70  REN_MH1360 0.92 <0.01 1.38 3.48  REN_MH1763 3.63 0.52 0.54 1.30  REN_MH2116 5.22 2.70 6.61 7.59  REN_MH2171 4.67 1.52 3.30 6.70  REN_MH2252 3.71 0.81 2.22 5.04  REN_MH2999 1.49 1.35 2.10 2.38  REN_MH3216 1.22 1.36 1.17 1.56  REN_MH3625 1.18 0.49 1.17 2.20  REN_MH4628 12.56 1.34 4.17 15.65  REN_MH4646 2.22 1.70 1.96 2.59  REN_MH5302 9.71 5.43 15.30 17.84  REN_MH5505 5.87 1.31 3.85 8.89  REN_MH5519 1.15 0.67 3.71 0.55  REN_MH6041 3.55 0.69 2.23 3.18  REN_MH6704 2.72 0.90 1.95 3.83  Table 1.6 Normalized Net II Volume Events for Various Storms (%rainfall). AGENDA ITEM #6. o) Wet Season Peaking Factors A hydraulic analysis was performed at each flow-monitoring site using gross wastewater flows to evaluate the entire tributary area for contribution of excess flow. The basis of this evaluation was to compare the peak-hour to average dry day flow ratios over the study period. The weekend or weekday ADF was selected for comparison based depending on if the peak hour occurred on a weekday or weekend. These flows are presented in Table 1.7. The Gross RDII peaking factors (defined as Gross Peak Hour / Gross ADF) are shown in Figure 1.5 Basin  Gross ADF  (mgd)   Gross  Peak Hour  (mgd)  Day Peak  Hour  Occurred  MH0166 0.010 1.21 Weekday  MH0286 0.073 0.13 Weekday  MH0537 0.317 0.55 Weekday  MH1360 0.203 1.00 Weekday  MH1763 0.167 0.68 Weekday  MH2116 0.574 2.21 Weekday  MH2171 0.184 0.78 Weekday  MH2252 0.648 2.80 Weekday  MH2999 0.175 0.56 Weekday  MH3216 0.050 0.22 Weekday  MH3625 0.587 1.56 Weekend  MH4628 0.163 0.76 Weekday  MH4646 0.296 0.34 weekend  MH5302 1.689 5.11 Weekday  MH5505 0.212 0.64 Weekend  MH5519 0.319 0.39 Weekday  MH6041 0.047 0.30 Weekday  MH6704 0.114 0.38 Weekday  Table 1.6 ADF and Peak Hour Flow AGENDA ITEM #6. o) Figure 1.5 Peak Hour to Average Ratio The net RDII peaking factors for these locations range from 1.2 to 80.3. REN_MH0166 had the most significant peaking factor due to a combination of RDII response and occasional dry weather flow surges that may have been coincident with rain responses. Wet Weather RDI/I Volume Summary and Prioritization RDII was evaluated for each basin during the four principal storm events. The evaluation of these basins was done based on the normalized RDII volumes for each basin. Table 1.7 summarizes the BI as the percentage of ADF, net RDII, peaking factor (Gross Peak/ADF) and Normalized net RDII that occurred in each basin during the largest storm event which occurred on April 13, 2018. Basin  Base  Infiltration/ADF  (%)  Gross Peak  Hour/ADF  Net RDII  (MG)  Normalized Net  RDII (%Rainfall )  REN_MH0166 13% 80.3 1.21 12.20  REN_MH0286 71% 1.8 0.12 1.09  REN_MH0537 52% 1.7 0.20 0.70  REN_MH1360 <5% 4.9 0.48 3.48  REN_MH1763 32% 4.1 0.34 1.30  REN_MH2116 55% 3.9 2.82 7.59  REN_MH2171 39% 4.3 0.85 6.70  AGENDA ITEM #6. o) Basin  Base  Infiltration/ADF  (%)  Gross Peak  Hour/ADF  Net RDII  (MG)  Normalized Net  RDII (%Rainfall )  REN_MH2252 48% 4.3 2.92 5.04  REN_MH2999 61% 3.2 0.43 2.38  REN_MH3216 40% 4.4 0.07 1.56  REN_MH3625 17% 2.7 1.05 2.20  REN_MH4628 64% 4.6 1.42 15.65  REN_MH4646 53% 1.2 0.20 2.59  REN_MH5302 37% 3.0 5.47 17.84  REN_MH5505 71% 3.0 1.03 8.89  REN_MH5519 45% 1.2 0.04 0.55  REN_MH6041 30% 6.4 0.16 3.18  REN_MH6704 46% 3.4 0.28 3.83  Table 1.7 RDII Results summary There are seven locations with greater than 50% of their ADF comprised of BI. This suggests that groundwater infiltration is a predominant issue in these locations. The above net flow peaking factor yields basin REN_MH0166 as the highest priority basin for future evaluation for possible direct sources of inflow (e.g. areas drains or storm connection directly leading to the sanitary sewer). The normalized net RDII suggest basins REN_MH0166, REN_MH4628, REN_MH5302 and REN_MH4628 are the highest priority basins for future evaluation for RDII reduction. This may include CCTV verification of live leaks and lining of pipes, manholes and lateral connections. AGENDA ITEM #6. o) AGENDA ITEM #6. o) LRWWMP | TM 1 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵  Attachment B ADWF DEVELOPMENT REVIEW PACKET   AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) APPENDICES | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 Appendix H TM 2 - MODEL DEVELOPMENT AND CALIBRATION AGENDA ITEM #6. o) AGENDA ITEM #6. o) TITLE | TM 1 | CLIENT   City of Renton  LRWWMP  Technical Memorandum ͮ  MODEL DEVELOPMENT AND  CALIBRATION  DRAFT  |  September ͮͬͭ͵    AGENDA ITEM #6. o) AGENDA ITEM #6. o)                         City of Renton  LRWWMP  Technical Memorandum ͮ  MODEL DEVELOPMENT AND CALIBRATION  DRAFT  |  September ͮͬͭ͵    This document is released for the  purpose of information exchange review  and planning only under the authority of  Daniel L. Reisinger, September ͮͬ, ͮͬͭ͵  Washington PE License No. ͱͯͲͱͳ.  AGENDA ITEM #6. o) AGENDA ITEM #6. o) LRWWMP | TM 2 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵ | iii  Contents Technical Memorandum 2 Model Development and Calibration 2-1  ͮ.ͭ Hydraulic Model Overview ͮ‐ͭ  ͮ.ͭ.ͭ Hydraulic Modeling Software ͮ‐ͭ  ͮ.ͭ.ͮ Elements of the Hydraulic Model ͮ‐ͭ  ͮ.ͮ Hydraulic Model Expansion and refinement ͮ‐ͮ  ͮ.ͮ.ͭ Model Update Process ͮ‐ͯ  ͮ.ͮ.ͮ Wastewater Flow Allocation ͮ‐Ͱ  ͮ.ͮ.ͯ Inflow and Infiltration: Time‐Area Model A and RDI ͮ‐ͱ  ͮ.ͯ Hydraulic Model Calibration ͮ‐ͳ  ͮ.ͯ.ͭ Calibration Standards ͮ‐ͳ  ͮ.ͯ.ͮ Wet Weather Calibration Standards ͮ‐ͳ  ͮ.ͯ.ͯ Dry Weather Flow Calibration ͮ‐ʹ  ͮ.ͯ.Ͱ Wet Weather Flow Calibration ͮ‐ͭͬ  ͮ.ͯ.ͱ Hydraulic Model Calibration Summary ͮ‐ͭͱ  Attachments Attachment C RDII Parameters  Attachment D Negative Slope Pipelines List  Attachment E Basin Diurnal Patterns  Attachment F Dry Weather Calibration Results  Attachment G Wet Weather Calibration Results  Tables Table ͮ.ͭ Dry Weather Flow Calibration Results ͮ‐͵  Table ͮ.ͮ Wet Weather Flow Calibration Results ͮ‐ͭͯ  Figures Figure ͮ.ͭ Updated Model ͮ‐ͯ  Figure ͮ.ͮ Model A and RDI Model ͮ‐Ͳ  Figure ͮ.ͯ Example of Dry Weather Calibration (Site MHͱͯͬͮ) ͮ‐ͭͬ  Figure ͮ.Ͱ Example of Wet Weather Calibration (Site MHͱͯͬͮ) ͮ‐ͭͰ  AGENDA ITEM #6. o) AGENDA ITEM #6. o) LRWWMP | TM 2 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵ | v  Abbreviations ADWF Average Dry Weather Flow  BWF base wastewater flow  City City of Renton  CIWEM Chartered Institution of Water and Environmental Management  DWF dry weather flow  FRC fast response corresponding  gpd/ac gallons per day per acre  I/I Inflow and Infiltration  LRWWMP Long Range Wastewater Management Plan  mgd million gallons per day  PE Person Equivalent  RDI Rainfall Dependent Infiltration  RDII Rainfall Derived Infiltration and Inflows  SRC slow response corresponding  TM Technical Memorandum  TP treatment plant  UDG Urban Drainage Group  WaPUG Wastewater Planning Users Group  WWF wet weather flow    AGENDA ITEM #6. o) AGENDA ITEM #6. o) LRWWMP | TM 2 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵ | ͮ‐ͭ  Technical Memorandum 2 MODEL DEVELOPMENT AND CALIBRATION  This Technical Memorandum (TM) describes the City of Renton’s (City) collection system  infrastructure, as well as the update and calibration of the City's collection system hydraulic  model.  2.1 Hydraulic Model Overview A wastewater collection system model is a simplified representation of the real sewer system.  Wastewater system models can assess the conveyance capacity of the collection system. The  model can be used to size new infrastructure. In addition, sewer system models can perform  “what if” scenarios to assess the impacts of future developments and land use changes. The  City’s collection system hydraulic model was updated and expanded using a multi‐step process  utilizing data from a variety of sources. This section summarizes the hydraulic model  development process, including a description of the modeled collection system, the hydraulic  model elements, and the model creation process.  2.1.1 Hydraulic Modeling Software The City's system hydraulic model was developed using the Mike Urban hydraulic modeling  software package, developed by DHI. The latest version (ͮͬͭͲ) of Mike Urban was used for the  hydraulic model update. More information about the modeling software can be found in the  Mike Urban Collection Systems Guide1. The Mike Urban model is a full pipe model including all of  the City’s GIS. The hydraulic modeling engine used within the Mike Urban software package is  MOUSE, which is widely used throughout the world for planning, analysis, and design related to  stormwater runoff, combined sewers, sanitary sewers, and other drainage systems.    2.1.2 Elements of the Hydraulic Model The following provides a brief overview of the various elements of the hydraulic model and the  required input parameters associated with each. Figure ͮ.ͭ shows the hydraulic model, and  associated infrastructure described above.   Junctions: Sewer manholes, cleanouts, and other locations where pipe sizes change or  where pipelines intersect are represented by junctions in the hydraulic model. Required  inputs for junctions include rim elevation, invert elevation, diameter, and surcharge  depth (used to represent pressurized systems). Junctions are also used at locations  where flows are split or diverted between two or more downstream links.   Pipes: Gravity sewers and force mains are represented as pipes in the hydraulic model.  Input parameters for pipes include length, friction factor (e.g., Manning’s n for gravity                                                                         1 Collection System Guide, Mike Urban ͮͬͭͲ.  AGENDA ITEM #6. o) CITY OF RENTON | TM 2 | LRWWMP ͮ‐ͮ | SEPTEMBER ͮͬͭ͵ | DRAFT   mains, Hazen Williams C for force mains), invert elevations, diameter, shape, and  whether or not the pipe is a force main.   Storage Nodes: For sewer system modeling, storage nodes typically are used to  represent pump station wet wells (although other storage basins, etc., can be modeled  as storage nodes). Input parameters for storage nodes include invert elevation, wet well  depth, and wet well cross section or a depth area relationship.   Pumps: Pumps are included in the hydraulic model as links. Input parameters for pumps  include pump curves and operational controls.   Outfalls: Outfalls represent areas where flow leaves the system. For sewer system  modeling, an outfall typically represents an overflow point or the connection to the  influent pump station at a wastewater treatment plant (TP).   Rain Gauges: Rain gauges are rainfall input locations for the hydraulic model for  simulation of wet weather flows (WWF) that are historical, projected, or theoretical  hourly rainfall events.   Subcatchments: Subcatchments represent the hydrologic units of land area whose  topography and drainage characteristics direct flow into a single discharge point in the  sewer system. Subcatchments can be used to route rainfall runoff to the system, using  parameters that determine how much and how fast stormwater inflow and infiltration  (I/I) enters the sewer system.   Inflows: There are two primary flow sources that enter into the collection system, which  are input through individual junctions (and storage nodes) in the model:  - Dry Weather. Dry weather inflows simulate base sanitary wastewater flows and  represent the average flow. The dry weather flows (DWF) can be multiplied by up to  four patterns that vary the flow by month, day, hour, and day of the week (e.g.,  weekday or weekend). The dry weather diurnal patterns are adjusted during the dry  weather calibration process to match the known daily flow fluctuations. Two diurnal  patterns were developed for each basin, respectively representing weekday and  weekend days (see Appendix G, TM ͭ).  - Rainfall Derived Infiltration and Inflows (RDII). RDII are flows into the collection  system originating from rainfall. Several models are available in Mike Urban to  capture these effects. The models have a number of parameters that are adjusted  during the wet weather calibration process (see Section ͮ.ͮ.ͯ) to model the flows  into the collection during different storm events.  2.2 Hydraulic Model Expansion and refinement This section describes the multi‐step process used to update the hydraulic model using recent  GIS data information and other sources, such as field surveys and as‐built drawings.  AGENDA ITEM #6. o) LRWWMP | TM 2 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵ | ͮ‐ͯ    Figure ͮ.ͭ Updated Model  2.2.1 Model Update Process The City’s hydraulic model combines information on the physical and operational characteristics  of the wastewater collection system, and performs calculations to solve a series of mathematical  equations to simulate flows in pipes. The model update focused on adding new infrastructure  and updating diameter ad material information based on the City’s GIS.   Step ͭ: The City’s GIS shape files for the wastewater collection system were obtained.   Step ͮ: The GIS data was reviewed and formatted in Excel to allow easy update of the  Mike Urban modeling platform.   Step ͯ: The City’s GIS data was separated based on existing, modeled pipes to be  updated to match GIS data and new pipes to import into the model.  AGENDA ITEM #6. o) CITY OF RENTON | TM 2 | LRWWMP ͮ‐Ͱ | SEPTEMBER ͮͬͭ͵ | DRAFT    Step Ͱ: The collection system pipeline data and facility data were imported into the  modeling software and verified. Physical and operational data for the City’s wastewater  collection facilities was not available from the GIS data. This type of data, such as wet  well dimensions, pump stations, and other special features, was verified manually based  on calibration.  - Once all the relevant data was updated and input into the hydraulic model, the  model was reviewed to verify that the model data was input correctly and that the  flow direction and size of the modeled pipelines were logical. Additionally, the  modeled pump stations were checked to verify that they operated correctly.  - The GIS data showed several negative slope pipes. These pipelines are listed in  Attachment D. The City should field check these pipe inverts when the opportunity  arises. If numerous deficiencies are predicted in the vicinity of these pipes, a field  investigation may be warranted prior to developing projects to verify the system  deficiency.   Step ͱ: Dry weather wastewater flows were then allocated to the appropriate model  junctions. Eighteen separate flow factors were used and updated for flow monitoring  basins. These flows were scaled up or down, as necessary, to match the DWFs recorded  during the flow monitoring period during the dry weather calibration. Unmetered basins  were not updated at this time.   Step Ͳ: The hydraulic model contains run parameters that need to be set by the user at  the beginning of the project. These include run dates, time steps, reporting parameters,  output units, and flow routing method. Once the run parameters were established, the  model was debugged to ensure that it ran without errors or critical warnings.  2.2.2 Wastewater Flow Allocation Defining the quantity of dry weather wastewater flows generated by a municipality and how the  flows are distributed throughout the collection system is an important component of the  hydraulic modeling process. Various techniques can be used to assign wastewater flows to  individual model junctions, depending on the type of data that is available. Adequate estimates  of the volume of sanitary wastewater flows are important in maintaining and sizing sewer  system facilities, both for present and future conditions. Baseline wastewater flows were  allocated (assigned to specific nodes) in the hydraulic model based on land use data provided by  the City and wastewater flow coefficients developed previously (these are described in detail in  TMͬͭ).  The flow coefficients for specific land use category were used to estimate an average DWF, as  described below:   Step ͭ: The City’s service area was broken up into ͱ,Ͱͳʹ catchments based on tax parcels  and land use. Figure ͮ.ͭ shows the catchments developed to allocate flows in the  hydraulic model, and the entirety of the hydraulic model. Each catchment represents  the geographic area that contributes flows into a single model node (i.e., trunk system  manhole).    Step ͮ: The baseline flows were calculated for each loading polygon using a Person  Equivalent (PE). The PE for each catchment was based on zoning and employment data  developed in Stantec’s ͮͬͭͱ Model Update Report, Appendix F, and additional  information can be found in Chapter Ͱ of the Long Range Wastewater Management  AGENDA ITEM #6. o) LRWWMP | TM 2 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵ | ͮ‐ͱ  Plan (LRWWMP). The total PE for each flow monitoring basin was determined based on  upstream catchments. Using the total PE in each basin, a flow factor was developed for  every basin to relate PE to Average Dry Weather Flow (ADWF) (see Appendix G, TM ͭ  for additional detail).   Step ͯ: The hydraulic model’s load allocation assigned the calculated average DWF to  the appropriate node in the sewer system model.   Step Ͱ: The allocated flows were adjusted as necessary during the DWF calibration  process (see Section ͮ.ͯ.ͯ) to closely match the actual measured DWFs recorded during  the flow monitoring period.  2.2.3 Inflow and Infiltration: Time-Area Model A and RDI Mike Urban has several modules to estimate the wet weather I/I in each basin. For this study, the  MOUSE Time‐Area Model A (Inflow) and Rainfall Dependent Infiltration (RDI) methods were  chosen to model I/I respectively. The MOUSE Model A includes three primary factors including:  time of concentration, a reduction factor representing flow losses, and an initial loss. The model  also includes curves representing basin rain response. Basin rain response is essentially how fast  flow from different parts of the catchment basin reaches the collection system.  The infiltration component of the RDI flow comes from three sources, conceptually represented  by different storage zones through the soil column. Figure ͮ.ͮ shows the conceptual RDI model,  from DHI (ͮͬͭͲ). The three sources of flow that enter the collection system as RDI are Overland  Flow that enters the system rapidly after a storm, Interflow with a medium response time, and  Base Flow with a slower response, which is different than the sanitary Base Flow coming from  wastewater customers.  The volume of water stored in each zone, the response time, and how water moves between the  zones are described by a series of related equations. The equations include ͭ͵ parameters that  are not directly measurable and must be determined through model calibration. An  evapotranspiration term is included to simulate drying of the zones. Attachment C present the  resulting parameters after model calibration.  Two important I/I parameters are the areas of “connected pervious” and “connected impervious”  land contributing flow to each basin’s collection system. These areas represent the equivalent  area of land accumulating rainfall that produce the WWF measured at the downstream flow  meter. For example, if a flow meter measures a fast response to a storm event, there may be a  lot of impervious land that is accumulating rainfall and contributing surface runoff to the  collection system. Connected pervious land represents the equivalent amount of land absorbing  rainfall and slowly contributing WWF to the collection system when the ground is saturated.  The RDI and Model A flow components combine to create a continuous hydrograph of rainfall  derived flows (RDII) for each basin from each storm event. Often during wet periods, additional  storms occur while tailing components of the preceding storm are still entering the system,  creating complex hydrographs.  AGENDA ITEM #6. o) CITY OF RENTON | TM 2 | LRWWMP ͮ‐Ͳ | SEPTEMBER ͮͬͭ͵ | DRAFT       Figure ͮ.ͮ Model A and RDI Model  AGENDA ITEM #6. o) LRWWMP | TM 2 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵ | ͮ‐ͳ  2.3 Hydraulic Model Calibration Hydraulic model calibration is a crucial component of the hydraulic modeling effort. Calibrating  the model to match data collected during the flow monitoring program ensures the most  accurate results possible. The calibration process consists of calibrating to both dry and wet  weather conditions.  For this project, both dry and wet weather monitoring were conducted at the ͭʹ metering sites  presented in Appendix G, TM ͭ. DWF calibration ensures an accurate depiction of base  wastewater flow (BWF) generated within the study area. WWF calibration consists of calibrating  the hydraulic model to a specific storm event or events to accurately simulate the peak flow and  volume of I/I into the sewer system. The amount of I/I is essentially the difference between the  WWF and DWF components.  2.3.1 Calibration Standards The hydraulic model was calibrated in accordance with international modeling standards. The  Urban Drainage Group (UDG), formerly known as Wastewater Planning Users Group (WaPUG), a  section of the Chartered Institution of Water and Environmental Management (CIWEM), has  established generally agreed upon principles for model verification. The dry weather and wet  weather calibration focused on meeting the recommendations on model verification contained  in the “Code of Practice for the Hydraulic Modeling of Urban Drainage Systems,” published by  the CIWEM UDG2, as summarized below.  2.3.1.1 Dry Weather Calibration Standards Dry weather calibration should be carried out for two dry weather days and the modeled flows  and depths should be compared to the field‐measured flows and depths. Both the modeled and  field‐measured flow hydrographs should closely follow each other in both shape and magnitude.  In addition to the shape, the flow hydrographs should also meet the following criteria as a  general guide:   The timing of flow peaks and troughs should be within ͭ hour.   The peak flow rate should be within the range of ±ͭͬ percent.   The volume of flow (or the average rate of flow) should be within the range of  ±ͭͬ percent. If applicable, care should be taken to exclude periods of missing or  inaccurate data.  2.3.2 Wet Weather Calibration Standards For each meter, three separate storms need to be run through the model. For at least two storms  out of the three events from the flow monitoring period, the model‐simulated flows and depths  should match the field‐measured flows and depths within the accepted criteria. The modeled  and field flow hydrographs for the calibration storms should closely follow each other in both  shape and magnitude, until the flow has substantially returned to DWF rates.                                                                         2 UDG, Code of Practice for the Hydraulic Modelling of Urban Drainage Systems, ͭst Edition CIWEM  ͮͬͭͳ www.ciwem.org.  AGENDA ITEM #6. o) CITY OF RENTON | TM 2 | LRWWMP ͮ‐ʹ | SEPTEMBER ͮͬͭ͵ | DRAFT   In addition to the shape, the flow hydrographs should also meet the following criteria as a  general guide:   The timing of the peaks and troughs should be similar with regard to the duration of the  events.   The peak flow rates at significant peaks should be in the range of +ͮͱ percent  to ‐ͭͱ percent and should be generally similar throughout.   Modeled volume of flow should be within +ͮͬ percent to ‐ͭͬ percent of measured  volume of flow.   The depth of surcharge should be in the range of +ͮͬ‐inches to ‐Ͱ‐inches.   The unsurcharged depth should be within the range of ± Ͱ‐inches.  The UDG recommends that for wet weather calibration, the use of a single calibration period  incorporating a number of rainfall events should be considered whenever possible. In other  words, if the flow monitoring program captured several back to back storms, it may be  preferable to use the back to back storms events as the calibration storms, as opposed to  calibrating to two separate storms that have occurred weeks or months apart.  Model calibration simulations should be run for a duration long enough that the I/I response is no  longer apparent in the measured data.  2.3.3 Dry Weather Flow Calibration 2.3.3.1 Dry Weather Calibration Process The DWF calibration process consists of several elements:   Divide the system into areas tributary to each flowmeter. The first step in the calibration  process was to divide the City into flow meter tributary areas. Eighteen tributary areas  were created, one for each flowmeter from the flow monitoring program. A map  showing the locations of each flow monitoring site and their associated tributary area is  provided in Appendix G, TM ͭ, along with a schematic of the flow meters.   Define flow volumes within each area. The next step was to define the flow volumes  within each area, which was accomplished in the flow allocation step (see Section ͮ.ͮ.ͮ).   Create diurnal patterns to match the temporal distribution of flow. A diurnal curve is a  pattern of hourly multipliers that are applied to the base flow to simulate the variation in  flow that occurs throughout the day. Two diurnal curves were developed for each flow  monitoring tributary area, one representing weekday flow and one representing  weekend flow. The diurnal patterns were initially developed based on the flow  monitoring data and adjusted as part of the calibration process until the model‐ simulated flows closely matched the field‐measured flows. Figure ͮ.ͯ shows the  calibrated weekday and weekend diurnal patterns for the area tributary to Meter Site  MHͱͯͬͮ. Similar diurnal curves were developed for each of the meters and its tributary  area. These additional curves are available in Attachment E.  2.3.3.2 Dry Weather Calibration Results Table ͮ.ͭ provides a summary of the DWF calibration using the average and daily peak flow  results for both weekday and weekend conditions. As shown on Table ͮ.ͭ, with a few exceptions,  the model‐simulated average and peak flows for both weekday and weekend DWF were all  AGENDA ITEM #6. o) LRWWMP | TM 2 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵ | ͮ‐͵  within ͭͬ percent. In general, the percent difference between the overall modeled and measured  DWF ranged between ‐ʹ.ͳ and ͵.Ͳ percent, with most differences being less than ͱ percent.  Attachment F contains a detailed DWF calibration summary sheet for each of the ͭʹ metering  sites. Each calibration sheet provides plots that compare the model‐simulated and field‐ measured flow data for both weekday and weekend conditions. An example of the dry weather  calibration for Meter Site MHͱͯͬͮ is shown on Figure ͮ.ͯ.  Modeled level results were also checked against the recorded flow monitoring data at each of  the ͭʹ sites. All sites meet the DUG criteria and are within Ͱ inches during unsurcharged  conditions. Of the ͭʹ sites, ten of the flow meters were located on segments with steep slopes  causing supercritical hydraulic conditions. These supercritical conditions are difficult to measure  in the field, as well as simulate in the model. During calibration, modeling parameters, such as  the node headlosses, were adjusted to meet calibration criteria. However, the model remains  highly sensitivity at these sites to changes in level and flow changes.   There is good overall correlation of the field‐measured data to the model output results. All ͭʹ of  the sites are within a ͭͬ percent range of both peak and volume, and therefore meet CiWEM  criteria. Therefore the model was considered calibrated for DWF.  Table ͮ.ͭ Dry Weather Flow Calibration Results  Flow Meter  ID  Weekday  Flow  Volume  Difference  (%)  Weekday  Peak Flow  Difference  (%)  Weekday  Max Level  Diff (in)  Weekend  Flow  Volume  Difference  (%)  Weekend  Peak Flow  Difference  (%)  Weekend  Max Level  Diff (in)  MHͬͭͲͲ ‐ͭ.ͯ  ‐Ͳ.Ͱ  ͬ.ͮͰ ͳ.ʹ  ‐ͭ.ͳ  ͬ.Ͱͱ  MHͬͮʹͲ  ͬ.ͳ   ͬ.Ͳ   ͬ.ͳͲ  ͮ.ͭ   ͭ.ͱ   ͬ.ͳʹ  MHͬͱͯͳ ‐ͬ.ͳ  ‐ͯ.ͭ  ͬ.Ͱͳ ‐ͬ.ͳ  ‐ͳ.ͬ  ͬ.Ͱͳ  MHͭͯͲͬ  Ͳ.ͭ   ͮ.ͯ   ͭ.ͱͱ  ͮ.Ͱ   ‐ͯ.ͭ   ͭ.ͱͳ  MHͭͳͲͯ ͬ.͵  ͭ.ͳ  ͯ.ͱ͵ ‐ͱ.Ͳ  ‐Ͳ.Ͱ  ͯ.Ͳͳ  MHͮͭͭͲ  ‐ʹ.ͱ   ͬ.ͭ   ͭ.ͱͰ  ‐ͳ.ͭ   ͮ.͵   ͭ.ʹͯ  MHͮͭͳͭ ‐ͬ.Ͱ  ‐ͭ.ͳ  ͭ.ͯͬ ‐ͬ.ͱ  ‐ͭ.ͮ  ͬ.ͳͲ  MHͮͮͱͮ  ͬ.ͮ   ‐ͭ.ͬ   ͬ.ͮͭ  ‐ͯ.Ͱ   ‐Ͱ.ͭ   ͬ.ͮͯ  MHͮ͵͵͵ ‐ʹ.Ͱ  Ͳ.ͱ  ͬ.ͳͱ ‐Ͱ.Ͱ  ‐ͬ.͵  ͬ.Ͳ͵  MHͯͮͭͲ  ‐ͮ.Ͱ   ‐ͯ.ͯ   ͬ.ͯʹ  ͱ.ͬ   Ͱ.ͯ   ͬ.ͱͳ  MHͯͲͮͱ ͬ.Ͱ  ‐ͳ.ͳ  ͬ.ʹͳ ‐͵.ͭ  ‐ͱ.Ͱ  ͭ.ͮͬ  MHͰͲͮʹ  ͭ.Ͱ   ͭ.ͭ   ͬ.ͮʹ  ‐ͯ.Ͱ   ‐ͯ.ͳ   ͬ.ͯͮ  MHͰͲͰͲ ͬ.ͬ  ‐ͬ.ͭ  ͯ.ͳͮ ͬ.ͬ  ‐ͬ.ͮ  ͯ.ͳͰ  MHͱͯͬͮ  ‐ʹ.ͳ   ‐ͭ.ͳ   ͮ.ͭͲ  ‐ʹ.ͱ   ͵.ʹ   ͮ.Ͱͯ  MHͱͱͬͱ ͬ.Ͳ  ͭ.ͯ  ͬ.ͱͲ ‐ͬ.ͭ  ͬ.ͱ  ͬ.ͱͳ  MHͱͱͭ͵  ͭ.ͳ   ͭ.ͱ   ͬ.͵ͭ  ͵.ͭ   ʹ.͵   ͭ.ͬͱ  MHͲͬͰͭ ‐ͯ.ͱ  ‐Ͱ.ͱ  ͭ.ͱͮ ͵.Ͳ  ͵.ͬ  ͭ.Ͳͮ  MHͲͳͬͰ  ͯ.Ͳ   ͮ.ͳ   ͭ.ͮͰ  ‐ʹ.Ͳ   ‐͵.ͳ   ͭ.ͮͭ  AGENDA ITEM #6. o) CITY OF RENTON | TM 2 | LRWWMP ͮ‐ͭͬ | SEPTEMBER ͮͬͭ͵ | DRAFT     Figure ͮ.ͯ Example of Dry Weather Calibration (Site MHͱͯͬͮ)  2.3.4 Wet Weather Flow Calibration 2.3.4.1 Wet Weather Calibration Process The WWF calibration enables the hydraulic model to accurately simulate I/I entering the  collection system during a large storm. As outlined below, the WWF calibration process consists  of several elements:   Identify calibration rainfall events. The WWF calibration process consists of running  model simulations of historic rainfall events based on data collected as part of a system  flow monitoring program. The goal of any WWF monitoring program is to capture and  characterize a system’s response to a significant rainfall event, preferably during wet  antecedent moisture conditions.   The selection of a particular calibration storm or group of storms is based on a review of  the flow and rainfall data. There is a good range of different event types available for the  different meters. Major events were identified as part of Chapter No. ͮ. This section  refines the analysis and shows the different storms selected for calibration for all meter  sites. Data was recorded between ͮͬͭͳ and ͮͬͭʹ.  0.00 0.50 1.00 1.50 2.00 2.50 3.00 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Flow (mgd)Hour Flow Calibration Measured Flow Weekday Weekend 0.0 1.0 2.0 3.0 4.0 024681012141618202224262830323436384042444648Velocity (ft/s)Hour Velocity Calibration Measured Velocity Weekday Weekend 0.0 2.0 4.0 6.0 8.0 10.0 024681012141618202224262830323436384042444648Level (in)Hour Level Calibration Measured Level Weekday Weekend AGENDA ITEM #6. o) LRWWMP | TM 2 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵ | ͮ‐ͭͭ   Define RDII tributary areas. For the WWF calibration, RDII flows are added to the DWF.  The model calculates two types of response: a slow response corresponding (SRC)  mainly to infiltration and a fast response corresponding (FRC) mainly to direct inflow.  Impervious area, which is the fraction of the catchment considered to contribute to FRC  runoff, and RDI Area, which is the fraction of the total catchment area that contributes  to the SRC runoff component are two major model‐specific data in the model  calculation of WWFs. These values were initially set based on engineering judgment, as  well as the previously used values, and then adjusted until the model‐simulated flows  (both peak flows and total volume) matched closely with the field‐measured flows.   Create I/I parameter database and modify to match field‐measured flows. The main step  in the WWF calibration process involves adjusting both Model A and RDI parameters for  each flow monitoring tributary area. The most important parameters were described in  Section ͮ.ͮ.ͯ and Attachment C summarizes all calibrated parameters by flow  monitoring site. As with the dry weather calibration, the wet weather calibration process  compared the meter data with the model output. Comparisons were made for average  and peak flows as well as the temporal distribution of flow until flows returned to their  baseline levels. According to the UDG, a hydraulic model is generally considered to be  satisfactorily calibrated to WWF conditions if the modeled peak flows are within  +ͮͱ percent to ‐ͭͱ percent of the field‐measured data, and if the average modeled flows  are within +ͮͬ percent to ‐ͭͬ percent of the field‐measured data.   Adjust model variables to match field‐measured velocity and flow depths. Once the  model‐simulated flows matched the field‐measured flows within the acceptable limits,  the model‐simulated velocity and flow depth were compared to the field‐measured  velocity and flow depth. Adjustments were made to various model parameters until the  modeled and measured velocity and depth closely matched one another. The primary  varied parameters for this process are pipeline roughness (Manning’s n), although other  parameters can also be adjusted as calibration results are generated. Sediment buildup  and movement in the pipe will also influence the level and depth, but these are very  difficult to quantify and can change frequently, therefore they are not included in the  calibration.  - Manning’s roughness coefficients, or n values, have industry accepted ranges based  on a number of variables. Roughness coefficients can increase over time depending  on the construction methods, installation quality, system maintenance, and other  environmental factors. Certain factors can result in roughness coefficients that differ  from the typical range. These could include joint misalignment, cracks, and debris  (e.g., root intrusion, etc.) that lead to increased turbulence in a pipe and an increase  in the apparent Manning’s n factor.  - If the model is unable to reasonably match the field‐measured flow depth and  velocity within the acceptable range of Manning’s roughness coefficients, further  investigation should be conducted to help determine the cause of the discrepancy.  Some issues that could cause such a discrepancy can include errors in the slope or  diameter of a pipeline, downstream blockages, pipeline sags, and, in some cases,  influences from downstream pump station operations.  AGENDA ITEM #6. o) CITY OF RENTON | TM 2 | LRWWMP ͮ‐ͭͮ | SEPTEMBER ͮͬͭ͵ | DRAFT   2.3.4.2 Wet Weather Calibration Results Attachment H contains a detailed WWF calibration summary sheet for each of the ͭʹ meter  sites. Each calibration sheet provides plots that compare the model‐simulated and field‐ measured flow, velocity, and level data for the calibration storms. An example of the wet  weather calibration for Meter Site MHͱͯͬͮ is shown on Figure ͮ.Ͱ.  Table ͮ.ͮ provides a summary of the WWF calibration using the average and peak flow results.  As shown on Table ͮ.ͮ, the model‐simulated average and peak flows at ͭͲ of ͭʹ meter sites were  within the acceptable tolerances for the calibration storms, and therefore the model was  considered calibrated and ready to use for capacity analysis purposes.     AGENDA ITEM #6. o) LRWWMP | TM 2 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵ | ͮ‐ͭͯ Table ͮ.ͮ Wet Weather Flow Calibration Results Flow Meter ID Pipe Dia. (in) Storm ͭ Storm ͮ Storm ͯ Vol. Flow (%) Peak Flow (%) Level Diff. (ins) Vol. Flow (%) Peak Flow (%) Level Diff. (ins) Vol. Flow (%) Peak Flow (%) Level Diff. (ins) MHͬͭͲͲ ͭͮ ͯͭ.ͭ ‐ͭ.ͱ  ͱ.ͭ ‐ͯ.ͬ  ͭͭ.͵  ͮͭ.ͬ ͭͱ.Ͱ  ‐ͬ.͵  ͳ.Ͱ MHͬͮʹͲ  ͭͬ  ͳ.ͮ   ‐ͭ.ʹ   ͭ.ͱ  ͬ.ͭ   ‐ͭͭ.͵   ͭ.ͳ  ‐ͳ.ʹ  ‐ͮͱ.ʹ ͭ.ʹ MHͬͱͯͳ ʹ ͭͬ.ͭ  ͮ.ͬ  ͬ.ͮ ͱ.ͮ  ‐Ͳ.Ͳ  ͬ.͵ ͭͳ.ͮ  ͭͯ.ͯ  ͭ.ͭ MHͭͯͲͬ  ͭͬ.ͳͱ  ͭʹ.ͭ   ͵.ͳ  ͱ.ͳ ‐ͭͮ.ʹ ͳ.ͮ  ͱ.ʹ ͭͱ.ͭ   ͮ.ͱ  Ͳ.ͬ MHͭͳͲͯ ͭͱ ͭͯ.ͬ  ͭͯ.ͳ  Ͳ.ͮ ‐ͯʹ.͵ ‐ͭͱ.ͬ Ͳ.Ͱ ‐ͬ.ͯ  ‐ͱ.ͬ  ͱ.ͯ MHͮͭͭͲ  ͭͰ.ͱ  ‐  ‐  ‐  ‐͵.ͱ   ‐ͭͮ.Ͳ  Ͳ.ͬ ͯ.ͳ   ͳ.ͯ  Ͱ.ͬ MHͮͭͳͭ ͭͭ.ͮͱ Ͳ.ʹ  ͭͬ.͵  ͯ.ͱ ‐Ͳ.ͳ  ͳ.ͳ  ͮ.Ͱ ͭͳ.ͯ  ͭ͵.ͱ  ͯ.ʹ MHͮͮͱͮ  ͭʹ  ‐ͮ.ͱ   ‐ͱ.ʹ   ͭ.Ͳ  ‐͵.Ͱ   ͭͮ.ͮ   ͭ.Ͳ  ʹ.ͭ  ͱʹ.ͯ ͮ.ͬ MHͮ͵͵͵ ʹ ͭͭ.ͬ  ‐ͭͬ.͵  ͭ.ͯ ͭͭ.ͯ  ͭ.ʹ  ͭ.ͯ ͭͲ.ʹ  ͳ.ͬ  ͭ.Ͱ MHͯͮͭͲ  ͳ.ͯʹ  ͭʹ.ʹ   ‐Ͱ.Ͱ   ͮ.͵ ‐ͭͭ.ͯ ͮͱ.ͮ ͭ.ͳ  ͭͯ.ͱ  Ͱͳ.ʹ ͭ.͵ MHͯͲͮͱ ͭͮ Ͱ.ͳ  ͱ.ͬ  ͯ.ͭ ‐ͭͰ.ͳ ‐Ͳ.ͭ  ͯ.ʹ ‐ͭ.ͳ  ‐ʹ.ͱ  ͯ.ͳ MHͰͲͮʹ  ͭͬ.ͯʹ  ͭͬ.Ͱ   ͯ.ͱ   ͮ.ͮ ‐ͮͭ.ͮ ͭͱ.ͬ   ͮ.Ͳ  ͭͬ.͵   ‐ͭ.Ͳ   ͮ.ͯ MHͰͲͰͲ ʹ ‐ͭ.͵  ‐Ͳ.Ͳ  ͱ.Ͱ ‐ͭʹ.ͯ ‐ͭ͵.ͳ ͱ.Ͱ ‐ͮ.ͮ  ͭ.͵  ͱ.Ͳ MHͱͯͬͮ  ͭͰ  ‐Ͱ.ͯ   ‐ʹ.ͳ   ͯ.ʹ  ‐ͳ.͵   Ͳ.ͳ  Ͱ.ͱ ‐ͭ.Ͳ   ͬ.ʹ  Ͱ.ͯ MHͱͱͬͱ ͭͬ Ͳ.Ͳ  ‐ͭ.͵  ͭ.ͱ ‐͵.ͱ  Ͳ.ͯ  ͭ.ͮ ‐ͮ.ͮ  ‐ͭͰ.ͳ  ͮ.ʹ MHͱͱͭ͵  ͭͬ.ͮͱ  ͭͮ.ͮ  ͯͯ.ͭ ͭ.ͱ  ͭͬ.͵   ͮͰ.ͬ   ͭ.Ͱ  ͵.ʹ   ͭ.ͯ  ͮͭ.ͯ MHͲͬͰͭ ʹ ‐ͭͰ.ͱ ‐ʹ.͵  ͮ.Ͳ ͭͲ.ͱ  ͭ͵.ͳ  ͮ.Ͳ ͯ͵.ͯ ͭͰͬ.ͯ ͯ.ͱ MHͲͳͬͰ  ͭͮ  ‐ʹ.Ͱ  ‐ͭ͵.ͭ ͭ.͵  ͭͲ.ͳ   ͮͭ.ʹ   ͮ.ͬ  ͭͱ.ͮ   ͯ.ͬ   ͭ.͵  AGENDA ITEM #6. o) CITY OF RENTON | TM 2 | LRWWMP ͮ‐ͭͰ | SEPTEMBER ͮͬͭ͵ | DRAFT   Figure ͮ.Ͱ Example of Wet Weather Calibration (Site MHͱͯͬͮ)  2.3.4.3 Wet Weather Calibration Discussion Every meter data was compared to three storms recorded during the flow monitoring period for  calibration, with the exception of MHͮͭͭͲ which had two, because the meter failed to record  data during the initial storm event.  0.00000 0.10000 0.20000 0.30000 0.40000 0.50000 0.600000.8 1.3 1.8 2.3 2.8 3.3 3.8 4.3 4.8 5.3 5.8 12/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Flow (mgd)Flow Calibration Rai n 0.00000 0.10000 0.20000 0.30000 0.40000 0.50000 0.600000.0 1.0 2.0 3.0 4.0 5.0 6.0 12/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Velocity (ft/s)Velocity Calibration Rain 0.00000 0.10000 0.20000 0.30000 0.40000 0.50000 0.600000 2 4 6 8 10 12 14 16 12/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/15-minutes)Level (inches)Level Calibration Rain AGENDA ITEM #6. o) LRWWMP | TM 2 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵ | ͮ‐ͭͱ  Of the ͭʹ meters, ͭͲ had two or more storm events response within calibration standards for  flows. Of the ͭʹ meters, ͭͮ met the level calibration standard of a maximum difference of four  inches. As discussed previously in the dry weather calibration section, sites with super critical  remain sensitive to flow and level changes in the hydraulic model.  The following are discussions on specific sites:   Site MHͯͮͭͲ only reached calibration standards for one of the three storms. In general  the model could not match the peak flows measured for the first two upfront storm  events. The City’s collection system showed a more significant rainfall response in the  first half of the flow monitoring period. Note, the flow monitoring was stopped for a two  week period in January, and following this the meter showed less response than before  the period of inactivity. Calibration parameters were calibrated to match Storm ͭ  response, so the hydraulic model is more conservative.   Site MHͲͬͰͭ also only met calibration standards for one of the three calibration storms.  Similar to Site MHͯͮͭͲ, MHͲͬͰͭ had significant changes in rainfall response throughout  the flow monitoring period. Storm ͭ occurred in December and caused significant I/I  response in the collection system, while Storms ͮ and ͯ showed almost no response in  the later part of the season. The change in rainfall response made it difficult to match  across the season, for this reason conservative parameters were used and the hydraulic  model was calibrated to Storm ͭ.  As a result of calibration, I/I metrics were estimated from the model results for existing  conditions at the ͭʹ flow monitoring sites. Results show a large variation of I/I response  throughout the system, from ͭͮ gallons per day per acre (gpd/ac) to ͭͯ,Ͱͬͬ gpd/.  2.3.5 Hydraulic Model Calibration Summary Calibration of the City’s hydraulic model was a multi‐step process that involved comparing  model‐simulated flow to the actual field‐measured data for both dry and wet weather  conditions. Results indicated that the model correlated well with the field‐measured data for  flows. All sites met the DUG standards for ADWF. PWWF calibration was achieved at ͭͲ of the  ͭʹ meter sites used for model calibration, which is typical for this level of calibration. This  provides a high level of confidence in the model’s accuracy such that the model can be  considered calibrated and ready to use for subsequent capacity analysis.    AGENDA ITEM #6. o) AGENDA ITEM #6. o) LRWWMP | TM 2 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵  Attachment C RDII PARAMETERS    AGENDA ITEM #6. o) AGENDA ITEM #6. o) Table 1 Connected Basin Area Basin Area (acres) Connected Impervious (acres) Connected Pervious Total Connected Total Connected (acres) (acres) (%) MH0166 195.7 18.1 9.8 27.9 14.3% MH0286 374.5 0.4 1.9 2.2 0.6% MH0537 904.8 1.8 18.1 19.9 2.2% MH1360 757.8 2.3 47.7 50.0 6.6% MH1763 425.0 3.0 19.6 22.5 5.3% MH2116 418.6 8.8 79.1 87.9 21.0% MH2171 251.1 5.5 23.9 29.4 11.7% MH2252 760.5 16.7 47.1 63.9 8.4% MH2999 391.5 2.0 32.3 34.3 8.8% MH3216 46.0 0.0 2.1 2.1 4.5% MH3625 643.1 6.4 20.6 27.0 4.2% MH4628 187.7 7.5 33.8 41.3 22.0% MH4646 173.4 0.5 3.1 3.6 2.1% MH5302 698.5 6.3 52.4 58.7 8.4% MH5505 224.9 4.0 15.5 19.6 8.7% MH5519 47.6 0.0 2.5 2.5 5.3% MH6041 122.7 0.2 9.4 9.6 7.8% MH6704 180.0 1.2 9.7 10.9 6.1% Table 2 Model A Parameters Basin Impervious Time of Concentration Reduction Factor Initial Loss (%) (min) (in) MH0166 9.25 15 0.9 0.024 MH0286 0.1 15 0.9 0.024 MH0537 0.195 15 0.9 0.024 MH1360 0.3 15 0.9 0.024 MH1763 0.7 15 0.9 0.024 MH2116 2.1 15 0.9 0.024 MH2171 2.2 15 0.9 0.024 MH2252 2.2 15 0.9 0.024 MH2999 0.5 15 0.9 0.024 MH3216 0 15 0.9 0.024 MH3625 1 15 0.9 0.024 MH4628 4 15 0.9 0.024 MH4646 0.3 15 0.9 0.024 MH5302 0.9 15 0.9 0.024 MH5505 1.8 15 0.9 0.024 MH5519 0 15 0.9 0.024 MH6041 0.17 15 0.9 0.024 MH6704 0.65 15 0.9 0.024 Table 3 RDI Parameters Basin Percent RDI Area (%) Surface Storage (Umax) Root Zone Storage (Lmax) Overland Coefficient Groundwater Coefficient (Carea) TC Overland Flow (CKof) TC Interflow (CKif) TC Baseflow (CKbf) Overland Flow Threshold (Tof) Interflow Threshold (Tif) Groundwater Threshold (Tg) Initial Surface Storage (U) Initial Root Zone Moisture (L) Initial Groundwater Depth (GWL) Initial Overland Flow (OF) Initial Interflow (IF) Specific Yield (Sy) Minimum Groundwater Depth (GWLmin) Max GW depth causing Baseflow (GWLbf0) GW Depth for Unit Capillary flux (GWLfl1) (CQof) MH0166 5 0.5 4 0.45 1 12 360 1000 85 85 0 0.3 3 7 0 0 0.2 0 7 1 MH0286 0.5 0.5 4 0.45 1 12 360 1000 85 85 0 0.3 3 7 0 0 0.2 0 7 1 MH0537 2 0.5 4 0.3 1 10 160 1000 60 60 10 0.25 2.5 14 0 0 0.2 0 14 0.8 MH1360 6.3 0.5 8 0.3 1 10 80 1000 0 0 0 0.3 3 10 0 0 0.2 0 10 1 MH1763 4.6 0.55 6 0.25 1 7 210 1000 5 38 6 0.27 3.4 17 0 0 0.2 0 17 0.66 MH2116 18.9 0.5 4 0.35 1 7 80 2300 52 80 22 0.28 2.8 11.5 0 0 0.2 0 9 0.93 MH2171 9.5 0.48 4 0.35 1 6 165 2400 0 71 75 0.25 2.5 14 0 0 0.2 0 11 0.84 MH2252 6.2 0.3 3 0.2 1 8 790 3000 0.5 0.5 0 0.1 2.4 10 0 0 0.2 0 10 0 MH2999 8.25 0.5 4 0.2 1 7 100 3000 0 0 0 0.3 3 7 0 0 0.2 0 7 1 MH3216 4.5 0.5 4 0.9 1 8 200 2000 0 0 0 0.3 3 10 0 0 0.2 0 20 1 MH3625 3.2 0.6 4.8 0.18 1 15 340 3055 52 52 46 0.2 2 18 0 0 0.2 0 18 0.66 MH4628 18 0.5 4 0.3 1 15 100 1000 0 0 0 0.3 3 10 0 0 0.2 0 10 1 MH4646 1.8 0.6 7 0.4 1 7 20 300 60 80 10 0.4 5 10 0 0 0.2 0 10 1 MH5302 7.5 0.5 4 0.3 1 20 375 1150 0 25 0 0.3 3 10 0 0 0.2 0 10 1 MH5505 6.9 0.5 4 0.3 1 20 300 600 20 20 10 0.3 3 10 0 0 0.2 0 10 1 MH5519 5.3 0.5 4 0.6 1 6.4 260 1400 0 0 0 0.18 1.8 17 0 0 0.16 0 17 0.6 MH6041 7.65 0.8 4 0.9 1 15 600 6000 0 95 0 0.3 3 10 0 0 0.1 0 10 1 MH6704 5.4 0.5 4 0.3 1 8 400 5000 58 0 0 0.3 3 10 0 0 0.2 0 10 1 AGENDA ITEM #6. o) AGENDA ITEM #6. o) LRWWMP | TM 2 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵  Attachment D NEGATIVE SLOPE PIPELINES LIST  AGENDA ITEM #6. o) AGENDA ITEM #6. o) MUID FROMNODE TONODE Up Level Down Level Diameter (ft) Length (ft) Slope 186l1 186 RE*SINT.R18A-09 0.7 0.8 9.00 41.00 0.00 188l1 188 RE*SINT.R18A-08 0.7 0.8 9.00 38.80 0.00 3234l3 MH1130 3234 357.6 357.7 0.67 35.05 0.00 439l1 439 440 2.3 2.4 7.00 13.52 -0.01 439l2 439 441 2.3 2.4 7.00 13.89 -0.01 443l1 443 444 2.3 2.4 7.00 13.52 -0.01 444l1 444 445 2.3 2.4 7.00 13.90 -0.01 5304275l1 5304275 MH5935 308.6 308.7 0.67 53.70 0.00 81l1 81 RE*SINT.R18-09 0.8 0.9 6.00 27.47 0.00 GM00020 MH0470 MH1376 314.9 315.0 1.33 16.13 0.00 GM00106 MH0204 MH0203 6.2 6.3 2.00 79.02 0.00 GM00117 MH4744 MH0051 339.6 339.7 1.25 93.40 0.00 GM00269 MH0820 MH6710 325.6 326.9 0.67 181.69 -0.01 GM00318 8bend MH3694 415.9 415.9 0.67 48.74 0.00 GM00378 MH4425 MH4463 434.0 434.0 0.67 50.04 0.00 GM00406 MH4367 MH4366 395.7 395.8 0.67 62.73 0.00 GM00506 MH0245 MH0244 2.3 2.4 1.00 54.42 0.00 GM00589 MH4366 MH4701 395.7 395.8 0.67 21.03 -0.01 GM00644 MH0285 MH0286 3.3 3.4 0.83 6.54 -0.02 GM00676 MH2239 MH2241 12.7 12.8 0.67 119.97 0.00 GM00727 MH0105 5318252 63.1 63.2 0.67 143.00 0.00 GM00757 MH0135 MH0134 21.5 21.6 1.00 64.40 0.00 GM00856 MH0526 MH2756 230.1 230.2 1.50 57.18 0.00 GM00886 MH3702 MH3636 385.4 385.4 0.67 43.68 0.00 GM01147 MH3631 MH3630 410.9 410.9 0.67 19.58 0.00 GM01258 MH3060 MH3601 411.8 411.9 0.67 49.21 0.00 GM01413 MH0460 MH0459 362.6 362.7 0.67 153.13 0.00 GM01479 MH1130 3234 357.6 357.7 0.67 35.05 0.00 GM01514 MH0839 MH0738 270.6 273.7 0.67 341.55 -0.01 GM01571 MH0520 MH0383 43.1 43.1 0.67 48.96 0.00 GM01609 MH1039 MH1040 420.1 420.2 0.67 47.36 0.00 GM01757 MH0678 MH0677 225.6 225.7 0.67 59.30 0.00 GM01797 MH0719 MH0445 21.7 21.7 0.83 38.71 0.00 GM01852 MH1064 MH1153 360.1 360.2 0.67 93.00 0.00 GM01896 MH0996 MH0995 406.7 406.8 0.67 126.24 0.00 GM01916 MH1007 MH1008 407.1 407.2 0.67 152.94 0.00 GM01922 MH1131 MH1129 363.6 363.7 0.67 86.83 0.00 GM02810 MH1862 MH1861 38.6 38.6 0.83 15.00 0.00 GM03035 MH2541 MH2539 14.4 14.4 0.50 70.34 0.00 GM03145 MH2373 MH0066 17.9 21.6 1.00 62.41 -0.06 GM03252 MH2127 MH2128 18.7 18.8 2.00 70.08 0.00 GM03254 MH2129 MH2130 18.4 18.4 2.00 50.00 0.00 GM03258 MH2133 MH2134 17.9 17.9 2.00 60.42 0.00 GM03323 MH2162 MH2161 31.6 31.7 1.00 84.99 0.00 GM03375 MH2418 MH2194 12.8 12.9 1.50 34.74 0.00 GM03787 MH3214 MH3213 142.2 142.3 0.67 157.69 0.00 GM03855 MH2907 MH2906 383.0 383.1 0.67 134.02 0.00 GM03960 MH3042 MH3034 105.8 105.9 0.67 128.45 0.00 GM04264 MH3307 MH3308 96.4 96.4 0.67 89.84 0.00 GM04664 MH4862 MH2210 307.5 307.7 0.67 86.65 0.00 GM04975 MH5053 MH5052 359.2 359.3 0.67 160.69 0.00 GM04976 MH5052 MH6825 359.2 359.3 0.83 160.43 0.00 GM04978 MH5050 MH5049 304.4 318.3 0.83 300.22 -0.05 GM04979 MH5049 MH2715 318.2 327.9 0.83 351.34 -0.03 GM05144 MH5167 MH5168 407.0 409.9 0.67 68.10 -0.04 GM05191 MH5195 MH5194 416.4 416.5 0.67 55.50 0.00 GM05245 MH5240 MH3726 319.9 322.0 0.67 134.80 -0.02 GM05417 MH5331 MH5332 28.5 28.6 1.00 89.96 0.00 AGENDA ITEM #6. o) MUID FROMNODE TONODE Up Level Down Level Diameter (ft) Length (ft) Slope GM05425 MH5330 MH5339 16.9 17.0 1.25 61.76 0.00 GM05478 MH2134 RE*BOERENT.RO1-36 17.8 17.9 2.00 56.61 0.00 GM05481 MH1762 RE*CEDAR2.R10-26A 52.1 55.8 1.25 50.03 -0.07 GM05760 MH5543 MH5542 150.6 150.7 0.67 138.22 0.00 GM05890 MH6259 MH5672 478.2 489.0 0.67 117.05 -0.09 GM05974 MH5738 MH5898 286.2 286.2 0.67 62.40 0.00 GM06289 MH5940 MH5943 315.9 317.2 0.67 265.23 0.00 GM06311 MH5959 MH5958 376.3 376.4 0.67 77.18 0.00 GM06618 MH6212 MH6217 390.1 390.2 0.67 195.30 0.00 GM06803 MH1638 MH1637 369.7 370.4 1.00 75.97 -0.01 GM06889 MH0924 MH0761 357.7 360.4 0.67 15.78 -0.17 GM07042 MH6360 MH6361 394.8 395.9 0.67 91.44 -0.01 GM07332 MH6612 MH6613 439.0 454.9 0.67 282.49 -0.06 GM07333 MH6613 MH6614 454.8 456.1 0.67 121.59 -0.01 GM07334 MH6614 MH6615 456.0 458.0 0.67 207.78 -0.01 GM07355 MH6626 MH6356 393.7 399.4 0.67 45.41 -0.13 Link_91 MH3090 FM0043-TEE 404.8 404.9 1.25 32.00 0.00 R18-01l1 R18-01 RE*SINT.RO1-68 -2.3 -2.1 7.50 123.83 0.00 R18A-13l1 RE*SINT.R18A-13 184 0.9 1.1 9.00 9.97 -0.01 RE*BOERENT.RO1-34l1 RE*BOERENT.RO1-34 RE*BOERENT.RO1-33 17.2 17.2 2.00 65.37 0.00 RE*CEDAR1.R10-25l1 RE*CEDAR1.R10-25 RE*CEDAR1.R10-24A 55.3 55.4 3.50 73.94 0.00 RE*CEDAR2.R10-26Al1 RE*CEDAR2.R10-26A RE*CEDAR1.R10-26 52.0 55.8 3.50 73.03 -0.05 RE*CEDAR3.R10-32Al1 RE*CEDAR3.R10-32A RE*CEDAR2.R10-32 61.5 61.6 3.50 84.06 0.00 RE*CEDAR3.R10-36l1 RE*CEDAR3.R10-36 RE*CEDAR3.R10-35 62.8 62.9 3.50 110.68 0.00 RE*ESI1.RO1-01Al1 1814 RE*ESI1.RO1-01 -2.3 -2.2 9.00 152.67 0.00 RE*ESI1.RO1-01Bl1 1735 RE*ESI1.RO1-01A -2.3 -2.2 9.00 43.26 0.00 RE*ESI1.RO1-18l1 RE*ESI1.RO1-18 RE*ESI1.RO1-17 4.0 4.1 9.00 76.23 0.00 RE*ESI1.RO1-25l1 RE*ESI1.RO1-25 RE*ESI1.RO1-25A 5.9 6.0 9.00 32.09 0.00 RE*ESI1.RO1-32l1 RE*ESI1.RO1-32 RE*ESI1.RO1-32A 6.8 6.8 9.00 61.79 0.00 RE*ESI2.RO2-16l1 RE*ESI2.RO2-16 RE*ESI2.RO2-15A 14.0 14.1 8.00 72.17 0.00 RE*SINT.R18-01l1 RE*SINT.R18-01 R18-01 -2.3 -2.2 7.50 21.63 -0.01 RE*SINT.R18-02l1 RE*SINT.R18-02 RE*SINT.R18-01 -2.3 -2.2 6.00 74.93 0.00 RE*SINT.R18-09l1 RE*SINT.R18-09 RE*SINT.R18-08B 0.8 0.8 6.00 73.99 0.00 RE*SINT.R18-18** RE*SINT.R18-18 RE*SINT.R18A-21 2.7 3.2 6.00 50.90 -0.01 RE*SINT.R18A-09l1 RE*SINT.R18A-09 188 0.7 0.8 9.00 106.38 0.00 RE*SINT.R18A-12l1 RE*SINT.R18A-12 RE*SINT.R18A-11 1.2 1.3 9.00 26.86 0.00 RE*SINT.R18A-13l1 184 RE*SINT.R18A-12 1.0 1.3 9.00 85.28 0.00 RE*SINT.R18A-18l1 RE*SINT.R18A-18 439 2.3 2.4 9.00 29.97 0.00 RE*SINT.R18A-21l1 RE*SINT.R18A-21 RE*SINT.R18A-20 3.1 3.2 4.50 20.25 0.00 RE*TUK.R18-20Al1 RE*TUK.R18-20A RE*TUK.R18-20 6.3 6.5 3.00 72.38 0.00 AGENDA ITEM #6. o) LRWWMP | TM 2 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵  Attachment E BASIN DIURNAL PATTERNS  AGENDA ITEM #6. o) AGENDA ITEM #6. o) MH 0166 AGENDA ITEM #6. o) MH 0286 AGENDA ITEM #6. o) MH 0537 AGENDA ITEM #6. o) MH 1360 AGENDA ITEM #6. o) MH 1763 AGENDA ITEM #6. o) MH 2116 AGENDA ITEM #6. o) MH 2171 AGENDA ITEM #6. o) MH 2252 AGENDA ITEM #6. o) MH 2999 AGENDA ITEM #6. o) MH 3216 AGENDA ITEM #6. o) MH 3625 AGENDA ITEM #6. o) MH 4628 AGENDA ITEM #6. o) MH 4646 AGENDA ITEM #6. o) MH 5302 AGENDA ITEM #6. o) MH 5505 AGENDA ITEM #6. o) MH 5519 AGENDA ITEM #6. o) MH 6041 AGENDA ITEM #6. o) MH 6704 AGENDA ITEM #6. o) LRWWMP | TM 2 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵  Attachment F DRY WEATHER CALIBRATION RESULTS  AGENDA ITEM #6. o) AGENDA ITEM #6. o) Table 1 Dry Weather Flow Calibration Results Long-range Wastewater Management Plan City of Renton Pipe Avg. Peak Avg. Avg. Avg. Peak Avg. Avg. Avg. Peak Max Meter Diameter Flow Flow Velocity Level Flow Flow Velocity Level Flow Flow Level Diff Number (in) (mgd) (mgd) (ft/s) (in) (mgd) (mgd) (ft/s) (in) (%) (%) (in) MH0166 12 0.015 0.026 0.30 1.2 0.014 0.024 0.73 1.1 -1.3% -6.4% 0.24 MH0286 9.88 0.073 0.095 0.66 3.5 0.073 0.095 0.98 2.9 0.7% 0.6% 0.76 MH0537 8 0.317 0.392 8.73 1.7 0.315 0.379 7.32 2.1 -0.7% -3.1% 0.47 MH1360 10.75 0.203 0.255 3.40 2.2 0.216 0.260 1.91 3.6 6.1% 2.3% 1.55 MH1763 15 0.167 0.231 0.40 7.8 0.168 0.234 0.74 6.1 0.9% 1.7% 3.59 MH2116 14.38 0.574 0.648 2.86 4.5 0.525 0.648 2.59 5.7 -8.5% 0.1% 1.54 MH2171 11.25 0.184 0.278 1.25 4.0 0.184 0.273 1.29 4.7 -0.4% -1.7% 1.30 MH2252 18 0.648 0.837 4.62 3.2 0.649 0.829 2.79 3.3 0.2% -1.0% 0.21 MH2999 8 0.175 0.208 5.22 1.6 0.160 0.221 3.99 2.0 -8.4% 6.5% 0.75 MH3216 7.38 0.050 0.069 0.89 2.4 0.048 0.066 1.02 2.5 -2.4% -3.3% 0.38 MH3625 12 0.533 0.729 2.57 5.0 0.535 0.673 2.74 4.7 0.4% -7.7% 0.87 MH4628 10.38 0.163 0.195 4.27 1.8 0.165 0.197 3.73 1.6 1.4% 1.1% 0.28 MH4646 8 0.205 0.229 9.02 1.3 0.205 0.228 7.95 4.5 0.0% -0.1% 3.72 MH5302 19.88 1.689 2.009 3.22 8.1 1.542 1.974 3.76 6.4 -8.7% -1.7% 2.16 MH5505 10 0.211 0.238 5.85 1.6 0.212 0.241 4.03 2.1 0.6% 1.3% 0.56 MH5519 10.25 0.319 0.380 5.84 2.1 0.325 0.386 5.14 2.8 1.7% 1.5% 0.91 MH6041 8 0.047 0.065 3.75 0.8 0.045 0.062 1.53 2.1 -3.5% -4.5% 1.52 MH6704 12 0.114 0.154 5.58 1.0 0.118 0.158 5.57 2.0 3.6% 2.7% 1.24 Notes: 1. Source: City of Renton 2018 Temporary Flow Monitoring Program, ADS 2. Average flow, level, and velocity are computed from hydraulic modeling results. Maximum flow values are hourly peaks. 3. Percent Difference = (Modeled - Measured)/Measured*100. Measured Data(1)Modeled Data(2)Percent Error(3) Weekday Dry Weather Flow AGENDA ITEM #6. o) AGENDA ITEM #6. o) Flow Level Velocity Flow Level Velocity Level Diff Initial Modified CalibratedHour (mgd) (in) (ft/s) (mgd) (in) (ft/s) (in) Curve Curve Diurnal0 0.009 0.9 0.12 0.010 0.9 0.66 0.06 0.75 0.61 0.611 0.009 0.9 0.10 0.009 0.8 0.64 0.06 0.75 0.61 0.612 0.009 0.9 0.09 0.009 0.8 0.64 0.04 0.75 0.61 0.613 0.009 0.9 0.08 0.009 0.8 0.64 0.03 0.75 0.61 0.614 0.009 0.9 0.07 0.009 0.8 0.64 0.02 0.75 0.61 0.615 0.009 0.8 0.07 0.009 0.8 0.64 0.00 0.84 0.68 0.686 0.010 0.9 0.07 0.009 0.9 0.65 -0.01 0.75 0.61 0.617 0.009 0.9 0.08 0.009 0.9 0.65 0.00 1.00 0.82 0.828 0.012 1.1 0.22 0.011 0.9 0.68 0.12 1.67 1.36 1.369 0.020 1.2 0.31 0.016 1.1 0.77 0.02 1.51 1.23 1.2310 0.018 1.2 0.39 0.018 1.2 0.79 0.03 1.51 1.23 1.2311 0.018 1.3 0.43 0.018 1.2 0.78 0.13 1.42 1.16 1.1612 0.017 1.4 0.41 0.017 1.2 0.78 0.22 1.51 1.23 1.2313 0.018 1.4 0.41 0.018 1.2 0.78 0.23 1.93 1.57 1.5714 0.023 1.4 0.49 0.021 1.3 0.83 0.12 2.18 1.77 1.7715 0.026 1.5 0.48 0.024 1.4 0.86 0.06 1.93 1.57 1.5716 0.023 1.5 0.56 0.024 1.4 0.85 0.16 1.93 1.57 1.5717 0.023 1.5 0.56 0.022 1.3 0.84 0.15 1.51 1.23 1.2318 0.018 1.4 0.51 0.020 1.2 0.80 0.20 1.34 1.09 1.0919 0.016 1.3 0.42 0.017 1.1 0.76 0.19 1.09 0.89 0.8920 0.013 1.3 0.38 0.014 1.1 0.73 0.22 1.09 0.89 0.8921 0.013 1.2 0.36 0.013 1.0 0.71 0.24 0.84 0.68 0.6822 0.010 1.1 0.26 0.011 0.9 0.69 0.19 0.92 0.75 0.7523 0.011 1.1 0.23 0.010 0.9 0.67 0.20 0.75 0.61 0.6124 0.004 0.9 0.07 0.010 0.9 0.66 0.01 0.25 0.58 0.5825 0.003 0.9 0.06 0.007 0.7 0.58 0.17 0.25 0.58 0.5826 0.003 0.9 0.06 0.004 0.6 0.49 0.34 0.29 0.68 0.6827 0.004 0.9 0.05 0.003 0.5 0.48 0.35 0.21 0.49 0.4928 0.003 0.9 0.04 0.003 0.5 0.48 0.34 0.29 0.68 0.6829 0.004 0.8 0.03 0.003 0.5 0.48 0.34 0.25 0.58 0.5830 0.003 0.8 0.03 0.003 0.5 0.48 0.34 0.17 0.39 0.3931 0.002 0.8 0.03 0.003 0.5 0.47 0.36 0.21 0.49 0.4932 0.003 0.9 0.07 0.003 0.5 0.45 0.42 0.29 0.68 0.6833 0.004 0.9 0.11 0.003 0.5 0.47 0.45 0.42 0.97 0.9734 0.005 1.0 0.12 0.004 0.6 0.51 0.42 0.50 1.17 1.1735 0.006 1.0 0.15 0.005 0.7 0.56 0.39 0.54 1.27 1.2736 0.007 1.1 0.22 0.006 0.7 0.58 0.38 0.50 1.17 1.1737 0.006 1.1 0.19 0.006 0.7 0.58 0.36 0.54 1.27 1.2738 0.007 1.1 0.20 0.006 0.7 0.58 0.39 0.71 1.66 1.6639 0.009 1.1 0.17 0.007 0.8 0.61 0.29 0.84 1.95 1.9540 0.010 1.0 0.15 0.009 0.8 0.65 0.19 0.63 1.46 1.4641 0.008 1.0 0.13 0.009 0.8 0.64 0.17 0.67 1.56 1.5642 0.008 1.0 0.13 0.008 0.8 0.62 0.21 0.54 1.27 1.2743 0.007 1.0 0.14 0.007 0.8 0.60 0.24 0.42 0.97 0.9744 0.005 0.9 0.11 0.006 0.7 0.57 0.25 0.54 1.27 1.2745 0.007 0.9 0.11 0.006 0.7 0.57 0.26 0.54 1.27 1.2746 0.007 0.9 0.11 0.006 0.7 0.58 0.24 0.38 0.88 0.8847 0.005 0.9 0.07 0.006 0.7 0.56 0.24 0.29 0.68 0.68Weekday 0.015 1.2 0.30 0.014 1.1 0.73 1.23 1.00 1.00Weekend 0.005 1.0 0.11 0.006 0.7 0.55 0.43 1.00 1.00ADWF(1)0.012 1.1 0.24 0.012 0.9 0.681.00 1.001.00Weekday-1.3%0.24Weekend7.8%0.45Note:WeekdayWeekendAverage% ErrorCity of RentonLong-range Wastewater Management PlanMeasured DataModeled DataDiurnalFLOW MONITORING SITE MH0166 DRY WEATHER FLOW CALIBRATION0.000.010.010.020.020.030.03024681012141618202224262830323436384042444648Flow (mgd)HourFlow CalibrationMeasured FlowModeled FlowWeekday Weekend0.00.20.40.60.81.0024681012141618202224262830323436384042444648Velocity (ft/s)HourVelocity CalibrationMeasured VelocityModeled VelocityWeekday Weekend0.00.51.01.52.00 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Level (in)HourLevel CalibrationMeasured LevelModeled LevelWeekday Weekend0.00.51.01.52.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly MultiplierHourWeekday Diurnal Pattern0.00.51.01.52.02.501234567891011121314151617181920212223Hourly MultiplierHourWeekend Diurnal PatternAGENDA ITEM #6. o) Flow Level Velocity Flow Level Velocity Level Diff Initial ModifiedCalibratedHour (mgd) (in) (ft/s) (mgd) (in) (ft/s) (in) Curve CurveDiurnal0 0.058 3.2 0.58 0.051 2.465 0.75 0.76 0.84 0.760.77 0.771 0.056 3.2 0.58 0.056 2.553 0.91 0.66 0.86 0.770.78 0.782 0.057 3.2 0.57 0.058 2.579 0.92 0.61 0.89 0.800.81 0.813 0.059 3.2 0.58 0.060 2.604 0.92 0.61 0.88 0.790.80 0.804 0.058 3.2 0.59 0.061 2.630 0.84 0.60 0.97 0.880.89 0.895 0.064 3.3 0.60 0.064 2.766 0.89 0.50 1.08 0.970.98 0.986 0.071 3.4 0.64 0.070 2.902 0.99 0.48 1.19 1.071.08 1.087 0.078 3.5 0.67 0.080 3.009 1.03 0.49 1.26 1.141.15 1.158 0.083 3.6 0.71 0.085 3.098 1.07 0.52 1.35 1.211.22 1.229 0.089 3.7 0.72 0.090 3.184 1.10 0.50 1.42 1.281.29 1.2910 0.094 3.8 0.75 0.094 3.251 1.12 0.51 1.43 1.291.30 1.3011 0.094 3.8 0.75 0.095 3.265 1.13 0.52 1.44 1.291.31 1.3112 0.095 3.8 0.76 0.095 3.266 1.13 0.54 1.41 1.271.29 1.2913 0.093 3.8 0.76 0.093 3.226 1.11 0.58 1.34 1.211.22 1.2214 0.088 3.8 0.75 0.088 3.140 1.08 0.61 1.27 1.141.16 1.1615 0.084 3.7 0.72 0.084 3.064 1.06 0.60 1.22 1.101.11 1.1116 0.081 3.6 0.71 0.080 2.977 1.03 0.65 1.11 1.001.01 1.0117 0.073 3.5 0.68 0.074 2.851 0.99 0.69 1.05 0.950.95 0.9518 0.069 3.4 0.65 0.070 2.771 0.96 0.68 1.01 0.910.92 0.9219 0.067 3.4 0.64 0.067 2.708 0.92 0.70 0.95 0.860.86 0.8620 0.063 3.4 0.62 0.063 2.639 0.94 0.71 0.92 0.830.84 0.8421 0.061 3.3 0.60 0.062 2.613 0.88 0.66 0.90 0.820.82 0.8222 0.060 3.3 0.60 0.060 2.587 0.90 0.67 0.87 0.780.79 0.7923 0.057 3.2 0.58 0.058 2.528 0.84 0.68 0.87 0.700.70 0.7024 0.048 3.1 0.53 0.050 2.425 0.75 0.64 0.71 0.970.90 0.9025 0.047 3.0 0.51 0.046 2.273 0.75 0.77 0.71 0.960.96 0.9626 0.047 3.0 0.51 0.048 2.315 0.80 0.71 0.69 0.930.94 0.9427 0.046 3.0 0.51 0.047 2.306 0.71 0.70 0.69 0.930.94 0.9428 0.046 3.0 0.51 0.046 2.310 0.75 0.69 0.70 0.950.95 0.9529 0.046 3.0 0.51 0.048 2.324 0.76 0.67 0.71 0.970.98 0.9830 0.047 3.0 0.51 0.049 2.338 0.81 0.69 0.72 0.980.99 0.9931 0.048 3.0 0.52 0.049 2.334 0.88 0.71 0.72 0.980.99 0.9932 0.048 3.1 0.52 0.050 2.323 0.86 0.73 0.73 0.991.00 1.0033 0.048 3.1 0.52 0.048 2.320 0.83 0.74 0.74 1.001.01 1.0134 0.049 3.1 0.53 0.050 2.327 0.74 0.74 0.75 1.011.02 1.0235 0.049 3.1 0.52 0.051 2.331 0.74 0.74 0.75 1.021.03 1.0336 0.050 3.1 0.53 0.051 2.348 0.82 0.75 0.78 1.051.06 1.0637 0.051 3.1 0.53 0.052 2.376 0.82 0.75 0.78 1.051.06 1.0638 0.051 3.1 0.53 0.050 2.374 0.82 0.75 0.75 1.021.03 1.0339 0.050 3.1 0.53 0.052 2.370 0.82 0.74 0.79 1.071.08 1.0840 0.052 3.1 0.54 0.051 2.407 0.80 0.71 0.78 1.051.06 1.0641 0.051 3.1 0.55 0.050 2.396 0.82 0.72 0.78 1.061.07 1.0742 0.052 3.1 0.55 0.053 2.393 0.87 0.73 0.75 1.021.03 1.0343 0.050 3.1 0.54 0.051 2.355 0.75 0.77 0.73 0.991.00 1.0044 0.048 3.1 0.52 0.047 2.325 0.71 0.76 0.71 0.970.98 0.9845 0.047 3.1 0.52 0.049 2.309 0.79 0.78 0.72 0.980.99 0.9946 0.048 3.0 0.52 0.047 2.330 0.77 0.72 0.72 0.980.99 0.9947 0.048 3.0 0.51 0.049 2.336 0.79 0.69 0.73 0.991.00 1.00Weekday 0.073 3.5 0.66 0.073 2.9 0.981.11 0.991.00 1.00Weekend 0.048 3.1 0.52 0.049 2.3 0.790.74 0.991.00 1.00ADWF(1)0.066 3.4 0.62 0.066 2.7 0.931.00 0.991.00Weekday0.7%0.76Weekend2.1%0.78Note:City of RentonLong-range Wastewater Management PlanFLOW MONITORING SITE MH0286 DRY WEATHER FLOW CALIBRATIONWeekdayWeekendAverage% ErrorMeasured DataModeled DataDiurnal0.000.020.040.060.080.100 2 4 6 8 1012141618202224262830323436384042444648Flow (mgd)HourFlow CalibrationMeasured FlowModeled FlowWeekdayWeekday0.00.20.40.60.81.01.20 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Velocity (ft/s)HourVelocity CalibrationMeasured VelocityModeled VelocitySeries3WeekdayWeekday0.00.51.01.52.02.53.03.54.00 2 4 6 8 1012141618202224262830323436384042444648Level (in)HourLevel CalibrationMeasured LevelModeled LevelSeries3WeekdayWeekday0.00.20.40.60.81.01.21.40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly MultiplierHourWeekday Diurnal Pattern0.00.20.40.60.81.01.224 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47Hourly MultiplierHourWeekend Diurnal PatternAGENDA ITEM #6. o) Flow Level Velocity Flow Level Velocity Level Diff Initial Modified CalibratedHour (mgd) (in) (ft/s) (mgd) (in) (ft/s) (in) Curve Curve Diurnal0 0.247 1.6 8.22 0.266 1.9 6.95 -0.38 0.710.711 0.225 1.5 7.89 0.236 1.8 6.71 -0.34 0.680.682 0.217 1.4 7.65 0.219 1.8 6.56 -0.33 0.690.693 0.219 1.4 7.58 0.216 1.8 6.55 -0.33 0.750.754 0.240 1.5 7.90 0.231 1.8 6.69 -0.35 1.001.005 0.317 1.6 8.41 0.280 2.1 7.21 -0.47 1.201.206 0.380 1.8 9.04 0.347 2.3 7.62 -0.47 1.231.237 0.392 1.9 9.29 0.379 2.3 7.77 -0.43 1.141.148 0.363 1.9 9.20 0.370 2.3 7.65 -0.41 1.101.109 0.350 1.8 9.07 0.352 2.2 7.55 -0.42 1.021.0210 0.325 1.8 8.98 0.332 2.2 7.43 -0.40 0.990.9911 0.316 1.7 8.86 0.319 2.1 7.33 -0.40 0.990.9912 0.313 1.7 8.78 0.314 2.1 7.29 -0.41 0.970.9713 0.308 1.7 8.76 0.308 2.1 7.28 -0.41 0.990.9914 0.313 1.7 8.76 0.310 2.1 7.32 -0.43 0.990.9915 0.314 1.7 8.80 0.314 2.1 7.35 -0.43 1.041.0416 0.329 1.7 8.85 0.321 2.2 7.43 -0.46 1.081.0817 0.343 1.8 8.96 0.335 2.2 7.51 -0.46 1.151.1518 0.364 1.8 9.13 0.353 2.3 7.63 -0.46 1.181.1819 0.374 1.9 9.15 0.367 2.3 7.68 -0.45 1.201.2020 0.382 1.9 9.20 0.374 2.3 7.71 -0.44 1.161.1621 0.370 1.9 9.21 0.369 2.3 7.69 -0.41 1.061.0622 0.336 1.8 9.01 0.346 2.2 7.50 -0.40 0.900.9023 0.285 1.7 8.72 0.307 2.1 7.22 -0.37 0.780.7824 0.257 1.6 8.39 0.266 1.9 6.93 -0.34 0.740.7425 0.234 1.5 8.10 0.241 1.9 6.80 -0.36 0.690.6926 0.220 1.5 7.84 0.225 1.8 6.64 -0.34 0.660.6627 0.210 1.4 7.67 0.212 1.8 6.53 -0.32 0.670.6728 0.214 1.4 7.61 0.210 1.8 6.53 -0.34 0.750.7529 0.237 1.4 7.75 0.227 1.8 6.69 -0.38 0.890.8930 0.283 1.5 8.27 0.261 2.0 6.99 -0.43 1.101.1031 0.351 1.7 8.87 0.315 2.2 7.44 -0.47 1.251.2532 0.397 1.9 9.19 0.367 2.3 7.72 -0.46 1.121.1233 0.356 1.9 9.16 0.369 2.3 7.67 -0.43 1.171.1734 0.373 1.9 9.10 0.364 2.3 7.67 -0.42 1.131.1335 0.359 1.9 9.04 0.361 2.3 7.62 -0.41 1.121.1236 0.356 1.8 9.01 0.356 2.2 7.57 -0.44 1.101.1037 0.349 1.8 8.97 0.350 2.2 7.55 -0.42 1.091.0938 0.346 1.8 9.02 0.346 2.2 7.54 -0.42 1.081.0839 0.343 1.8 8.98 0.344 2.2 7.54 -0.43 1.111.1140 0.353 1.8 8.98 0.347 2.2 7.57 -0.45 1.071.0741 0.339 1.8 9.06 0.345 2.2 7.53 -0.41 1.151.1542 0.364 1.8 8.95 0.353 2.3 7.59 -0.43 1.121.1243 0.357 1.8 9.01 0.357 2.3 7.59 -0.44 1.141.1444 0.363 1.8 9.00 0.358 2.3 7.62 -0.43 1.121.1245 0.355 1.8 9.06 0.354 2.3 7.60 -0.43 1.011.0146 0.320 1.8 8.98 0.333 2.2 7.43 -0.38 0.900.9047 0.286 1.7 8.59 0.301 2.1 7.21 -0.40 0.810.81Weekday 0.317 1.7 8.73 0.315 2.1 7.321.00 #DIV/0! 1.00Weekend 0.317 1.7 8.69 0.315 2.1 7.311.00 #DIV/0! 1.00ADWF(1)0.317 1.7 8.72 0.315 2.1 7.321.00 #DIV/0! 1.00Weekday-0.7%0.47Weekend-0.7%0.47Note:City of RentonLong-range Wastewater Management PlanFLOW MONITORING SITE MH0537 DRY WEATHER FLOW CALIBRATIONWeekdayWeekendAverage% ErrorMeasured DataModeled DataDiurnal0.000.100.200.300.400.500 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Flow (mgd)HourFlow CalibrationMeasured FlowModeled FlowWeekdayWeekday0.02.04.06.08.010.012.00 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Velocity (ft/s)HourVelocity CalibrationMeasured VelocityModeled VelocitySeries3WeekdayWeekday0.00.51.01.52.02.53.0024681012141618202224262830323436384042444648Level (in)HourLevel CalibrationMeasured LevelModeled LevelSeries3WeekdayWeekday0.00.20.40.60.81.01.21.40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22Hourly MultiplierHourWeekday Diurnal Pattern0.00.20.40.60.81.01.21.424 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47Hourly MultiplierHourWeekend Diurnal PatternAGENDA ITEM #6. o) Flow Level Velocity Flow Level Velocity Level Diff Initial Modified CalibratedHour (mgd) (in) (ft/s) (mgd) (in) (ft/s) (in) Curve Curve Diurnal0 0.140 1.9 3.06 0.166 3.2 1.76 -1.29 0.620.621 0.128 1.8 2.92 0.156 3.1 1.73 -1.30 0.610.612 0.126 1.8 2.89 0.153 3.1 1.72 -1.32 0.650.653 0.135 1.8 2.92 0.160 3.2 1.76 -1.39 0.840.844 0.173 1.9 3.16 0.188 3.4 1.85 -1.55 1.051.055 0.215 2.1 3.45 0.221 3.7 1.94 -1.55 1.141.146 0.234 2.3 3.61 0.240 3.8 1.98 -1.50 1.141.147 0.234 2.3 3.62 0.243 3.8 1.98 -1.45 1.091.098 0.224 2.3 3.57 0.237 3.7 1.96 -1.42 1.071.079 0.221 2.3 3.52 0.231 3.7 1.95 -1.41 1.041.0410 0.214 2.3 3.49 0.224 3.6 1.93 -1.37 1.021.0211 0.211 2.2 3.44 0.219 3.6 1.92 -1.38 1.031.0312 0.213 2.2 3.46 0.216 3.6 1.91 -1.34 1.001.0013 0.207 2.2 3.45 0.212 3.6 1.90 -1.34 0.980.9814 0.203 2.2 3.43 0.213 3.6 1.91 -1.37 1.031.0315 0.213 2.2 3.39 0.224 3.7 1.94 -1.46 1.111.1116 0.228 2.3 3.51 0.236 3.7 1.97 -1.46 1.181.1817 0.242 2.4 3.56 0.248 3.8 2.00 -1.48 1.241.2418 0.254 2.4 3.62 0.258 3.9 2.02 -1.47 1.241.2419 0.255 2.5 3.65 0.260 3.9 2.02 -1.44 1.211.2120 0.248 2.4 3.62 0.254 3.8 2.00 -1.41 1.091.0921 0.224 2.4 3.57 0.234 3.7 1.95 -1.32 0.920.9222 0.189 2.2 3.42 0.207 3.5 1.87 -1.27 0.760.7623 0.157 2.0 3.21 0.183 3.3 1.81 -1.29 0.680.6824 0.148 2.0 3.15 0.166 3.2 1.75 -1.21 0.630.6325 0.130 1.8 3.00 0.153 3.1 1.72 -1.23 0.590.5926 0.122 1.8 2.78 0.147 3.0 1.70 -1.25 0.620.6227 0.127 1.8 2.86 0.146 3.0 1.70 -1.27 0.630.6328 0.131 1.8 2.89 0.151 3.1 1.72 -1.32 0.720.7229 0.148 1.8 3.00 0.163 3.2 1.77 -1.39 0.890.8930 0.183 1.9 3.29 0.192 3.4 1.87 -1.50 1.121.1231 0.230 2.2 3.48 0.232 3.7 1.97 -1.57 1.301.3032 0.268 2.4 3.67 0.261 3.9 2.03 -1.53 1.341.3433 0.276 2.5 3.75 0.269 4.0 2.05 -1.43 1.351.3534 0.278 2.6 3.75 0.267 3.9 2.04 -1.39 1.251.2535 0.258 2.5 3.67 0.257 3.9 2.01 -1.35 1.211.2136 0.250 2.4 3.63 0.248 3.8 1.99 -1.35 1.191.1937 0.245 2.4 3.60 0.244 3.8 1.98 -1.37 1.171.1738 0.241 2.4 3.61 0.244 3.8 1.98 -1.39 1.171.1739 0.240 2.4 3.57 0.241 3.8 1.98 -1.39 1.171.1740 0.240 2.4 3.58 0.241 3.8 1.98 -1.40 1.201.2041 0.247 2.4 3.59 0.241 3.8 1.98 -1.39 1.231.2342 0.253 2.4 3.64 0.246 3.8 1.99 -1.38 1.201.2043 0.248 2.4 3.62 0.247 3.8 1.99 -1.37 1.161.1644 0.239 2.4 3.58 0.239 3.7 1.97 -1.33 1.051.0545 0.217 2.3 3.53 0.218 3.6 1.91 -1.24 0.900.9046 0.186 2.2 3.39 0.196 3.4 1.84 -1.21 0.810.8147 0.167 2.0 3.19 0.178 3.3 1.79 -1.24 0.720.72Weekday 0.203 2.2 3.40 0.216 3.6 1.910.99 #DIV/0! 0.99Weekend 0.211 2.2 3.41 0.216 3.6 1.901.03 #DIV/0! 1.03ADWF(1)0.206 2.2 3.40 0.216 3.6 1.911.00 #DIV/0! 1.00Weekday6.1%1.55Weekend2.4%1.57Note:City of RentonLong-range Wastewater Management PlanFLOW MONITORING SITE MH1360 DRY WEATHER FLOW CALIBRATIONWeekdayWeekendAverage% ErrorMeasured DataModeled DataDiurnal0.000.050.100.150.200.250.300.350.400 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Flow (mgd)HourFlow CalibrationMeasured FlowModeled FlowWeekdayWeekday0.00.51.01.52.02.53.03.54.0024681012141618202224262830323436384042444648Velocity (ft/s)HourVelocity CalibrationMeasured VelocityModeled VelocitySeries3WeekdayWeekday0.01.02.03.04.05.06.07.00 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Level (in)HourLevel CalibrationMeasured LevelModeled LevelSeries3WeekdayWeekday0.00.20.40.60.81.01.21.40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly MultiplierHourWeekday Diurnal Pattern0.00.51.01.524 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47Hourly MultiplierHourWeekend Diurnal PatternAGENDA ITEM #6. o) Flow Level Velocity Flow Level Velocity Level Diff Initial Modified CalibratedHour (mgd) (in) (ft/s) (mgd) (in) (ft/s) (in) Curve Curve Diurnal0 0.113 6.5 0.39 0.149 5.5 0.71 0.95 0.520.521 0.089 5.7 0.35 0.119 4.8 0.69 0.92 0.440.442 0.075 5.2 0.32 0.096 4.3 0.65 0.91 0.420.423 0.072 5.0 0.31 0.083 4.1 0.61 0.83 0.540.544 0.092 5.0 0.33 0.077 4.3 0.58 0.73 0.760.765 0.130 5.7 0.40 0.093 5.1 0.58 0.58 1.111.116 0.189 7.3 0.42 0.127 5.8 0.69 1.48 1.341.347 0.229 9.2 0.43 0.182 6.5 0.77 2.65 1.351.358 0.231 10.2 0.40 0.221 6.8 0.84 3.44 1.321.329 0.225 10.3 0.40 0.234 6.7 0.85 3.59 1.231.2310 0.210 9.9 0.39 0.221 6.7 0.83 3.22 1.131.1311 0.193 9.3 0.39 0.207 6.5 0.82 2.81 1.081.0812 0.184 8.8 0.39 0.200 6.5 0.77 2.31 1.001.0013 0.170 8.3 0.40 0.181 6.3 0.77 2.00 0.910.9114 0.156 7.8 0.40 0.168 6.3 0.72 1.46 0.930.9315 0.159 7.5 0.39 0.162 6.2 0.72 1.33 1.001.0016 0.170 7.5 0.42 0.163 6.3 0.71 1.22 1.071.0717 0.182 7.7 0.43 0.172 6.5 0.72 1.22 1.171.1718 0.199 8.1 0.44 0.185 6.8 0.74 1.36 1.251.2519 0.212 8.5 0.44 0.201 6.9 0.77 1.61 1.271.2720 0.216 8.8 0.45 0.214 6.9 0.80 1.91 1.181.1821 0.200 8.7 0.44 0.214 6.8 0.80 1.89 1.011.0122 0.171 8.2 0.42 0.195 6.5 0.78 1.69 0.840.8423 0.143 7.4 0.40 0.176 6.1 0.74 1.27 0.660.6624 0.140 6.8 0.45 0.141 5.5 0.72 1.28 0.660.6625 0.112 6.0 0.42 0.127 4.9 0.70 1.11 0.570.5726 0.097 5.3 0.40 0.107 4.3 0.72 1.06 0.500.5027 0.085 5.0 0.38 0.096 4.0 0.70 0.99 0.510.5128 0.087 4.8 0.37 0.087 3.9 0.67 0.93 0.700.7029 0.120 5.6 0.37 0.087 3.9 0.70 1.64 0.980.9830 0.168 7.3 0.38 0.109 4.6 0.74 2.71 1.191.1931 0.202 8.5 0.39 0.149 5.5 0.79 3.06 1.481.4832 0.252 9.8 0.41 0.197 6.6 0.80 3.27 1.591.5933 0.270 10.7 0.44 0.235 7.1 0.84 3.67 1.581.5834 0.270 10.6 0.46 0.253 7.4 0.85 3.19 1.401.4035 0.239 10.0 0.47 0.246 7.3 0.84 2.73 1.281.2836 0.217 9.3 0.44 0.225 7.1 0.80 2.19 1.151.1537 0.196 8.8 0.43 0.203 6.9 0.77 1.95 1.081.0838 0.184 8.5 0.40 0.188 6.7 0.74 1.84 1.061.0639 0.180 8.3 0.41 0.177 6.6 0.71 1.67 1.081.0840 0.184 8.2 0.40 0.172 6.5 0.72 1.62 1.131.1341 0.192 8.2 0.42 0.175 6.7 0.72 1.53 1.111.1142 0.189 8.3 0.42 0.179 6.6 0.73 1.68 1.161.1643 0.197 8.4 0.42 0.181 6.8 0.72 1.59 1.201.2044 0.204 8.6 0.44 0.186 6.8 0.74 1.80 1.061.0645 0.180 8.5 0.42 0.186 6.7 0.74 1.77 0.950.9546 0.162 7.9 0.40 0.171 6.3 0.73 1.67 0.910.9147 0.155 7.2 0.41 0.159 5.9 0.72 1.30 0.820.82Weekday 0.167 7.8 0.40 0.168 6.1 0.740.98 #DIV/0! 0.98Weekend 0.178 7.9 0.41 0.168 6.0 0.751.05 #DIV/0! 1.05ADWF(1)0.170 7.8 0.40 0.168 6.0 0.741.00 #DIV/0! 1.00Weekday0.9%3.59Weekend-5.6%3.67Note:City of RentonLong-range Wastewater Management PlanFLOW MONITORING SITE MH1763 DRY WEATHER FLOW CALIBRATIONWeekdayWeekendAverage% ErrorMeasured DataModeled DataDiurnal0.000.050.100.150.200.250.300 2 4 6 8 1012141618202224262830323436384042444648Flow (mgd)HourFlow CalibrationMeasured FlowModeled FlowWeekdayWeekday0.00.20.40.60.81.00 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Velocity (ft/s)HourVelocity CalibrationMeasured VelocityModeled VelocitySeries3WeekdayWeekday0.02.04.06.08.010.012.014.00 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Level (in)HourLevel CalibrationMeasured LevelModeled LevelSeries3WeekdayWeekday0.00.51.01.50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly MultiplierHourWeekday Diurnal Pattern0.00.51.01.52.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly MultiplierHourWeekend Diurnal PatternAGENDA ITEM #6. o) Flow Level Velocity Flow Level Velocity Level Diff Initial Modified CalibratedHour (mgd) (in) (ft/s) (mgd) (in) (ft/s) (in) Curve Curve Diurnal0 0.439 4.1 2.66 0.399 4.8 2.46 -0.74 0.740.741 0.422 4.0 2.59 0.385 4.6 2.40 -0.68 0.720.722 0.414 3.9 2.56 0.344 4.9 2.50 -0.98 0.750.753 0.432 3.9 2.59 0.405 4.6 2.37 -0.65 0.850.854 0.485 4.1 2.65 0.377 4.8 2.44 -0.73 0.980.985 0.560 4.3 2.78 0.427 5.1 2.52 -0.82 1.091.096 0.624 4.6 2.94 0.482 5.5 2.57 -0.90 1.111.117 0.639 4.8 2.97 0.537 5.8 2.62 -1.01 1.121.128 0.640 4.8 2.96 0.585 6.1 2.71 -1.33 1.111.119 0.639 4.8 2.97 0.588 6.2 2.66 -1.36 1.111.1110 0.639 4.8 2.97 0.648 6.0 2.64 -1.20 1.091.0911 0.626 4.8 2.96 0.584 6.3 2.69 -1.54 1.091.0912 0.623 4.8 2.95 0.570 6.0 2.64 -1.20 1.081.0813 0.618 4.7 2.94 0.625 5.9 2.63 -1.16 1.051.0514 0.604 4.7 2.93 0.565 6.2 2.67 -1.50 1.071.0715 0.613 4.7 2.94 0.553 5.9 2.62 -1.23 1.101.1016 0.629 4.7 2.96 0.559 5.9 2.63 -1.17 1.131.1317 0.648 4.8 2.98 0.615 5.9 2.64 -1.14 1.131.1318 0.648 4.8 2.99 0.633 6.2 2.71 -1.36 1.121.1219 0.644 4.8 2.98 0.595 6.2 2.66 -1.36 1.081.0820 0.617 4.8 2.96 0.561 5.9 2.63 -1.11 1.001.0021 0.573 4.6 2.90 0.526 5.6 2.60 -1.01 0.910.9122 0.523 4.5 2.83 0.559 5.8 2.65 -1.35 0.840.8423 0.483 4.2 2.72 0.484 5.4 2.55 -1.15 0.770.7724 0.447 4.1 2.67 0.444 5.2 2.52 -1.06 0.700.7025 0.403 3.9 2.58 0.353 4.6 2.37 -0.66 0.690.6926 0.398 3.8 2.56 0.332 4.4 2.33 -0.60 0.700.7027 0.403 3.8 2.53 0.321 4.4 2.32 -0.58 0.690.6928 0.397 3.8 2.56 0.319 4.4 2.31 -0.52 0.760.7629 0.434 3.8 2.56 0.345 4.8 2.44 -1.01 0.900.9030 0.518 4.1 2.72 0.395 4.9 2.48 -0.84 1.071.0731 0.615 4.4 2.91 0.469 5.4 2.56 -0.97 1.161.1632 0.664 4.8 3.00 0.537 5.9 2.65 -1.08 1.251.2533 0.716 5.1 3.03 0.618 6.3 2.72 -1.27 1.241.2434 0.714 5.2 3.03 0.737 6.6 2.71 -1.40 1.211.2135 0.692 5.1 3.03 0.673 6.8 2.75 -1.75 1.201.2036 0.686 5.0 3.02 0.678 6.8 2.78 -1.83 1.161.1637 0.663 4.9 3.00 0.682 6.7 2.78 -1.75 1.151.1538 0.660 4.9 3.01 0.687 6.3 2.71 -1.47 1.131.1339 0.650 4.8 3.00 0.681 6.2 2.67 -1.41 1.121.1240 0.644 4.8 3.01 0.615 6.4 2.69 -1.59 1.131.1341 0.646 4.8 2.99 0.608 6.1 2.65 -1.25 1.131.1342 0.646 4.8 3.00 0.632 6.4 2.71 -1.61 1.101.1043 0.633 4.8 3.00 0.583 6.0 2.64 -1.24 1.021.0244 0.585 4.7 2.94 0.556 5.8 2.62 -1.11 0.960.9645 0.553 4.5 2.89 0.562 6.0 2.64 -1.41 0.870.8746 0.497 4.3 2.77 0.478 5.4 2.56 -1.06 0.800.8047 0.457 4.2 2.67 0.433 5.1 2.52 -0.95 0.780.78Weekday 0.574 4.5 2.86 0.525 5.7 2.591.00 #DIV/0!1.00Weekend 0.572 4.5 2.85 0.531 5.7 2.591.00 #DIV/0!1.00ADWF(1)0.573 4.5 2.86 0.527 5.7 2.591.00 #DIV/0!1.00Weekday-8.5%1.54Weekend-7.1%1.83Note:City of RentonLong-range Wastewater Management PlanFLOW MONITORING SITE MH2116 DRY WEATHER FLOW CALIBRATIONWeekdayWeekendAverage% ErrorMeasured DataModeled DataDiurnal0.000.200.400.600.801.000 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Flow (mgd)HourFlow CalibrationMeasured FlowModeled FlowWeekdayWeekday0.00.51.01.52.02.53.03.54.0024681012141618202224262830323436384042444648Velocity (ft/s)HourVelocity CalibrationMeasured VelocityModeled VelocitySeries3WeekdayWeekday0.01.02.03.04.05.06.07.08.00 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Level (in)HourLevel CalibrationMeasured LevelModeled LevelSeries3WeekdayWeekday0.00.20.40.60.81.01.20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly MultiplierHourWeekday Diurnal Pattern0.00.20.40.60.81.01.21.424 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47Hourly MultiplierHourWeekend Diurnal PatternAGENDA ITEM #6. o) Flow Level Velocity Flow Level Velocity Level Diff Initial Modified CalibratedHour (mgd) (in) (ft/s) (mgd) (in) (ft/s) (in) Curve Curve Diurnal0 0.101 3.2 1.00 0.101 3.4 1.12 -0.22 0.55 0.52 0.551 0.095 3.1 0.97 0.097 3.4 1.11 -0.26 0.59 0.56 0.592 0.103 3.0 0.96 0.110 3.6 1.16 -0.58 0.95 0.89 0.953 0.165 3.5 1.09 0.160 4.5 1.26 -1.01 0.99 0.93 0.994 0.171 3.9 1.23 0.179 4.7 1.29 -0.84 1.28 1.21 1.285 0.223 4.1 1.27 0.226 5.4 1.37 -1.30 1.54 1.46 1.546 0.268 4.6 1.44 0.266 5.8 1.42 -1.19 1.60 1.51 1.607 0.278 4.9 1.50 0.273 5.9 1.43 -1.03 1.52 1.44 1.528 0.264 4.8 1.49 0.260 5.7 1.41 -0.92 1.41 1.33 1.419 0.244 4.7 1.43 0.240 5.5 1.38 -0.84 1.28 1.21 1.2810 0.223 4.5 1.39 0.220 5.2 1.35 -0.74 1.21 1.15 1.2111 0.211 4.3 1.34 0.210 5.1 1.34 -0.78 1.22 1.15 1.2212 0.212 4.3 1.33 0.210 5.1 1.34 -0.86 1.19 1.12 1.1913 0.206 4.3 1.32 0.207 5.1 1.34 -0.83 1.24 1.17 1.2414 0.215 4.3 1.32 0.211 5.1 1.34 -0.86 1.14 1.07 1.1415 0.197 4.3 1.32 0.199 5.0 1.32 -0.72 1.18 1.11 1.1816 0.204 4.2 1.30 0.199 5.0 1.32 -0.79 1.05 0.99 1.0517 0.183 4.2 1.30 0.179 4.7 1.28 -0.53 0.93 0.88 0.9318 0.161 3.9 1.20 0.163 4.5 1.26 -0.57 0.95 0.90 0.9519 0.165 3.9 1.20 0.163 4.5 1.26 -0.60 0.91 0.86 0.9120 0.159 3.9 1.19 0.156 4.4 1.24 -0.51 0.84 0.79 0.8421 0.146 3.8 1.17 0.143 4.2 1.21 -0.39 0.73 0.69 0.7322 0.126 3.6 1.11 0.126 3.9 1.17 -0.31 0.65 0.61 0.6523 0.112 3.4 1.05 0.112 3.6 1.14 -0.28 0.58 0.55 0.5824 0.113 3.3 1.06 0.102 3.4 1.12 -0.12 0.61 0.72 0.6125 0.106 3.2 1.03 0.105 3.5 1.13 -0.30 0.59 0.70 0.5926 0.102 3.2 1.00 0.102 3.5 1.12 -0.30 0.57 0.68 0.5727 0.099 3.1 0.99 0.099 3.4 1.11 -0.30 0.58 0.69 0.5828 0.100 3.1 0.99 0.101 3.5 1.12 -0.36 0.63 0.75 0.6329 0.110 3.2 1.00 0.111 3.6 1.15 -0.49 0.73 0.87 0.7330 0.127 3.3 1.05 0.129 4.0 1.19 -0.62 0.88 1.05 0.8831 0.153 3.6 1.12 0.154 4.4 1.25 -0.75 1.01 1.21 1.0132 0.176 3.9 1.22 0.175 4.7 1.28 -0.76 1.08 1.29 1.0833 0.188 4.0 1.26 0.185 4.8 1.30 -0.76 1.05 1.25 1.0534 0.182 4.1 1.28 0.181 4.7 1.29 -0.65 1.01 1.21 1.0135 0.176 4.0 1.26 0.174 4.6 1.28 -0.64 0.97 1.16 0.9736 0.169 3.9 1.24 0.168 4.5 1.27 -0.62 0.96 1.14 0.9637 0.166 3.9 1.22 0.166 4.5 1.26 -0.63 0.95 1.13 0.9538 0.165 3.9 1.22 0.164 4.5 1.26 -0.62 0.94 1.12 0.9439 0.163 3.8 1.21 0.163 4.5 1.26 -0.62 0.93 1.11 0.9340 0.162 3.8 1.21 0.161 4.4 1.25 -0.59 0.93 1.11 0.9341 0.161 3.8 1.21 0.162 4.5 1.26 -0.64 0.97 1.15 0.9742 0.168 3.9 1.20 0.168 4.5 1.27 -0.67 0.98 1.17 0.9843 0.170 3.9 1.22 0.167 4.5 1.26 -0.61 0.91 1.09 0.9144 0.159 3.9 1.22 0.156 4.4 1.24 -0.49 0.83 0.99 0.8345 0.144 3.7 1.17 0.142 4.1 1.21 -0.40 0.74 0.88 0.7446 0.129 3.6 1.12 0.128 3.9 1.18 -0.35 0.69 0.82 0.6947 0.120 3.4 1.06 0.119 3.8 1.16 -0.36 0.65 0.77 0.65Weekday 0.184 4.0 1.25 0.184 4.7 1.29 1.06 1.00 1.06Weekend 0.146 3.6 1.15 0.145 4.2 1.22 0.84 1.00 0.84ADWF(1)0.173 3.9 1.22 0.173 4.6 1.271.00 1.00 1.00Weekday-0.4%1.30Weekend-0.5%0.76Note:City of RentonLong-range Wastewater Management PlanFLOW MONITORING SITE MH2171 DRY WEATHER FLOW CALIBRATIONWeekdayWeekendAverage% ErrorMeasured DataModeled DataDiurnal0.000.050.100.150.200.250.300.350.400 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Flow (mgd)HourFlow CalibrationMeasured FlowModeled FlowWeekdayWeekday0.00.51.01.52.02.53.0024681012141618202224262830323436384042444648Velocity (ft/s)HourVelocity CalibrationMeasured VelocityModeled VelocitySeries3WeekdayWeekday0.01.02.03.04.05.06.00 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Level (in)HourLevel CalibrationMeasured LevelModeled LevelSeries3WeekdayWeekday0.00.51.01.52.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly MultiplierHourWeekday Diurnal Pattern0.00.20.40.60.81.01.20 1 2 3 4 5 6 7 8 9 1011121314151617181920212223Hourly MultiplierHourWeekday Diurnal PatternAGENDA ITEM #6. o) Flow Level Velocity Flow Level Velocity Level Diff Initial Modified CalibratedHour (mgd) (in) (ft/s) (mgd) (in) (ft/s) (in) Curve Curve Diurnal0 0.457 2.8 4.13 0.474 2.9 2.54 -0.04 0.660.661 0.434 2.8 3.97 0.443 2.8 2.50 -0.06 0.660.662 0.433 2.7 3.96 0.435 2.8 2.49 -0.07 0.670.673 0.438 2.7 3.95 0.440 2.8 2.50 -0.08 0.740.744 0.483 2.8 4.00 0.479 2.9 2.58 -0.16 0.930.935 0.611 3.0 4.31 0.590 3.2 2.74 -0.21 1.091.096 0.711 3.3 4.68 0.688 3.4 2.87 -0.12 1.091.097 0.716 3.4 4.83 0.715 3.5 2.88 -0.07 1.081.088 0.710 3.4 4.82 0.712 3.5 2.88 -0.09 1.081.089 0.707 3.4 4.78 0.710 3.5 2.88 -0.10 1.091.0910 0.714 3.4 4.81 0.713 3.5 2.88 -0.10 1.071.0711 0.702 3.4 4.80 0.705 3.5 2.87 -0.09 1.051.0512 0.685 3.3 4.79 0.689 3.4 2.85 -0.10 1.021.0213 0.667 3.3 4.74 0.672 3.4 2.83 -0.10 1.001.0014 0.658 3.2 4.68 0.663 3.4 2.82 -0.12 1.041.0415 0.683 3.3 4.71 0.680 3.4 2.85 -0.13 1.081.0816 0.706 3.3 4.78 0.705 3.5 2.88 -0.13 1.141.1417 0.750 3.4 4.83 0.746 3.5 2.92 -0.15 1.231.2318 0.805 3.5 4.97 0.797 3.6 2.98 -0.14 1.281.2819 0.837 3.6 5.11 0.829 3.7 3.02 -0.11 1.221.2220 0.800 3.6 5.12 0.802 3.6 2.98 -0.05 1.091.0921 0.716 3.5 4.97 0.727 3.5 2.88 -0.02 0.930.9322 0.608 3.2 4.69 0.628 3.3 2.75 -0.01 0.790.7923 0.517 3.0 4.39 0.538 3.0 2.63 -0.02 0.700.7024 0.445 2.8 4.09 0.471 2.9 2.53 -0.05 0.620.6225 0.405 2.7 3.91 0.411 2.7 2.43 -0.02 0.600.6026 0.392 2.6 3.83 0.383 2.6 2.40 -0.01 0.600.6027 0.391 2.6 3.80 0.377 2.6 2.39 -0.01 0.600.6028 0.395 2.6 3.80 0.381 2.6 2.40 -0.02 0.650.6529 0.428 2.6 3.87 0.409 2.7 2.46 -0.10 0.810.8130 0.534 2.8 4.11 0.496 3.0 2.62 -0.19 1.091.0931 0.714 3.1 4.62 0.655 3.4 2.84 -0.23 1.311.3132 0.855 3.5 5.03 0.798 3.6 3.00 -0.13 1.401.4033 0.918 3.7 5.24 0.872 3.8 3.06 -0.04 1.411.4134 0.927 3.8 5.34 0.888 3.8 3.07 -0.02 1.371.3735 0.900 3.8 5.32 0.868 3.8 3.05 -0.01 1.321.3236 0.862 3.7 5.26 0.834 3.7 3.01 -0.03 1.241.2437 0.814 3.6 5.16 0.792 3.6 2.97 -0.03 1.201.2038 0.788 3.5 5.05 0.763 3.6 2.93 -0.05 1.171.1739 0.766 3.5 5.02 0.742 3.5 2.91 -0.04 1.151.1540 0.754 3.4 4.93 0.730 3.5 2.90 -0.06 1.171.1741 0.764 3.5 4.94 0.736 3.5 2.91 -0.06 1.211.2142 0.790 3.5 4.97 0.756 3.6 2.93 -0.07 1.231.2343 0.804 3.5 5.04 0.768 3.6 2.95 -0.04 1.171.1744 0.767 3.5 5.02 0.739 3.5 2.90 0.00 1.031.0345 0.676 3.4 4.86 0.664 3.3 2.80 0.06 0.890.8946 0.582 3.2 4.58 0.578 3.1 2.69 0.03 0.760.7647 0.501 3.0 4.34 0.500 3.0 2.58 0.01 0.680.68Weekday 0.648 3.2 4.62 0.649 3.3 2.790.99 #DIV/0! 0.99Weekend 0.674 3.3 4.67 0.650 3.3 2.781.03 #DIV/0! 1.03ADWF(1)0.655 3.2 4.63 0.649 3.3 2.791.00 #DIV/0! 1.00Weekday0.2%0.21Weekend-3.4%0.23Note:City of RentonLong-range Wastewater Management PlanFLOW MONITORING SITE MH2252 DRY WEATHER FLOW CALIBRATIONWeekdayWeekendAverage% ErrorMeasured DataModeled DataDiurnal-0.100.100.300.500.700.901.101.300 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Flow (mgd)HourFlow CalibrationMeasured FlowModeled FlowWeekdayWeekday0.01.02.03.04.05.06.0024681012141618202224262830323436384042444648Velocity (ft/s)HourVelocity CalibrationMeasured VelocityModeled VelocitySeries3WeekdayWeekday0.01.02.03.04.05.06.07.0024681012141618202224262830323436384042444648Level (in)HourLevel CalibrationMeasured LevelModeled LevelSeries3WeekdayWeekday0.00.20.40.60.81.01.21.40 1 2 3 4 5 6 7 8 9 1011121314151617181920212223Hourly MultiplierHourWeekday Diurnal Pattern0.00.51.01.524 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47Hourly MultiplierHourWeekend Diurnal PatternAGENDA ITEM #6. o) Flow Level Velocity Flow Level Velocity Level Diff Initial Modified CalibratedHour (mgd) (in) (ft/s) (mgd) (in) (ft/s) (in) Curve Curve Diurnal0 0.136 1.5 4.78 0.070 1.4 3.19 0.08 0.710.711 0.126 1.5 4.64 0.065 1.4 3.13 0.09 0.710.712 0.126 1.4 4.53 0.065 1.4 3.17 0.05 0.780.783 0.139 1.5 4.72 0.070 1.4 3.23 0.03 0.860.864 0.153 1.5 4.86 0.081 1.5 3.33 -0.01 1.011.015 0.179 1.6 5.20 0.096 1.6 3.41 0.04 1.081.086 0.193 1.7 5.34 0.187 2.2 4.25 -0.57 1.121.127 0.199 1.7 5.49 0.212 2.3 4.28 -0.55 1.141.148 0.204 1.7 5.51 0.200 2.3 4.31 -0.57 1.081.089 0.193 1.7 5.48 0.189 2.4 4.43 -0.71 1.041.0410 0.186 1.7 5.40 0.179 2.3 4.24 -0.56 1.001.0011 0.178 1.7 5.31 0.174 2.2 4.16 -0.53 1.001.0012 0.178 1.6 5.30 0.188 2.2 4.15 -0.53 0.970.9713 0.173 1.6 5.25 0.193 2.1 4.12 -0.52 0.970.9714 0.172 1.6 5.26 0.187 2.1 4.11 -0.52 1.001.0015 0.179 1.6 5.29 0.185 2.2 4.21 -0.57 1.061.0616 0.189 1.7 5.34 0.187 2.4 4.41 -0.75 1.091.0917 0.194 1.7 5.41 0.188 2.3 4.30 -0.61 1.131.1318 0.201 1.7 5.54 0.193 2.3 4.30 -0.55 1.171.1719 0.208 1.8 5.56 0.221 2.3 4.35 -0.59 1.121.1220 0.200 1.7 5.50 0.211 2.4 4.43 -0.69 1.021.0221 0.182 1.7 5.46 0.185 2.2 4.20 -0.49 0.920.9222 0.165 1.6 5.21 0.165 2.1 4.06 -0.48 0.810.8123 0.144 1.5 5.00 0.148 2.0 3.92 -0.43 0.760.7624 0.147 1.5 4.88 0.142 1.9 3.85 -0.39 0.730.7325 0.131 1.5 4.74 0.143 1.9 3.86 -0.44 0.750.7526 0.134 1.5 4.63 0.120 1.9 3.83 -0.42 0.740.7427 0.131 1.5 4.64 0.120 1.8 3.74 -0.36 0.790.7928 0.140 1.5 4.72 0.128 1.9 3.80 -0.39 0.830.8329 0.148 1.5 4.85 0.143 1.9 3.87 -0.43 0.990.9930 0.176 1.6 5.07 0.170 2.1 4.07 -0.52 1.181.1831 0.210 1.7 5.43 0.193 2.3 4.27 -0.56 1.291.2932 0.230 1.8 5.68 0.206 2.5 4.54 -0.68 1.291.2933 0.230 1.9 5.74 0.211 2.4 4.43 -0.55 1.261.2634 0.225 1.9 5.69 0.228 2.4 4.36 -0.51 1.201.2035 0.214 1.8 5.65 0.203 2.4 4.44 -0.57 1.181.1836 0.210 1.8 5.56 0.192 2.4 4.36 -0.57 1.161.1637 0.207 1.8 5.51 0.187 2.3 4.27 -0.51 1.131.1338 0.201 1.8 5.44 0.191 2.2 4.22 -0.47 1.131.1339 0.201 1.8 5.46 0.207 2.2 4.23 -0.47 1.151.1540 0.206 1.8 5.46 0.196 2.5 4.45 -0.69 1.141.1441 0.203 1.8 5.46 0.188 2.3 4.29 -0.54 1.201.2042 0.214 1.8 5.48 0.191 2.3 4.29 -0.51 1.181.1843 0.210 1.8 5.57 0.190 2.3 4.26 -0.46 1.151.1544 0.205 1.8 5.50 0.210 2.4 4.44 -0.62 1.061.0645 0.189 1.8 5.43 0.190 2.3 4.26 -0.53 0.940.9446 0.168 1.7 5.18 0.167 2.1 4.08 -0.46 0.820.8247 0.146 1.6 4.96 0.155 2.1 4.01 -0.49 0.820.82Weekday 0.175 1.6 5.22 0.160 2.0 3.990.98 #DIV/0! 0.98Weekend 0.186 1.7 5.28 0.178 2.2 4.181.05 #DIV/0! 1.05ADWF(1)0.178 1.6 5.24 0.165 2.1 4.041.00 #DIV/0! 1.00Weekday-8.4%0.75Weekend-4.4%0.69Note:City of RentonLong-range Wastewater Management PlanFLOW MONITORING SITE MH2999 DRY WEATHER FLOW CALIBRATIONWeekdayWeekendAverage% ErrorMeasured DataModeled DataDiurnal0.000.050.100.150.200.250.300 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Flow (mgd)HourFlow CalibrationMeasured FlowModeled FlowWeekdayWeekday0.01.02.03.04.05.06.0024681012141618202224262830323436384042444648Velocity (ft/s)HourVelocity CalibrationMeasured VelocityModeled VelocitySeries3WeekdayWeekday0.01.02.03.04.05.0024681012141618202224262830323436384042444648Level (in)HourLevel CalibrationMeasured LevelModeled LevelSeries3WeekdayWeekday0.00.20.40.60.81.01.21.40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly MultiplierHourWeekday Diurnal Pattern0.00.20.40.60.81.01.21.424 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47Hourly MultiplierHourWeekend Diurnal PatternAGENDA ITEM #6. o) Flow Level Velocity Flow Level Velocity Level Diff Initial Modified CalibratedHour (mgd) (in) (ft/s) (mgd) (in) (ft/s) (in) Curve Curve Diurnal0 0.027 1.9 0.68 0.025 1.8 0.86 0.08 0.480.481 0.024 1.8 0.65 0.023 1.7 0.85 0.13 0.460.462 0.023 1.8 0.62 0.023 1.7 0.86 0.07 0.570.573 0.028 1.8 0.64 0.029 1.9 0.92 -0.10 0.750.754 0.037 2.0 0.73 0.039 2.3 0.99 -0.27 1.051.055 0.051 2.3 0.86 0.052 2.6 1.07 -0.36 1.251.256 0.061 2.5 0.96 0.061 2.9 1.11 -0.36 1.351.357 0.066 2.6 1.02 0.065 3.0 1.12 -0.38 1.411.418 0.069 2.7 1.04 0.066 3.0 1.12 -0.35 1.371.379 0.067 2.7 1.06 0.065 3.0 1.11 -0.28 1.341.3410 0.065 2.7 1.03 0.063 2.9 1.10 -0.30 1.281.2811 0.062 2.6 1.02 0.061 2.9 1.10 -0.30 1.341.3412 0.065 2.6 1.02 0.064 3.0 1.11 -0.36 1.361.3613 0.066 2.7 1.03 0.063 2.9 1.10 -0.28 1.231.2314 0.060 2.6 1.01 0.058 2.8 1.08 -0.21 1.181.1815 0.058 2.6 0.99 0.055 2.7 1.06 -0.18 1.081.0816 0.053 2.5 0.94 0.052 2.7 1.05 -0.23 1.161.1617 0.057 2.5 0.95 0.056 2.8 1.07 -0.29 1.211.2118 0.059 2.6 0.98 0.055 2.7 1.07 -0.19 1.051.0519 0.051 2.5 0.95 0.049 2.6 1.03 -0.09 0.960.9620 0.047 2.4 0.91 0.044 2.4 1.00 -0.03 0.820.8221 0.040 2.3 0.85 0.038 2.2 0.96 0.03 0.690.6922 0.034 2.1 0.78 0.032 2.0 0.91 0.08 0.580.5823 0.028 2.0 0.72 0.027 1.9 0.88 0.09 0.550.5524 0.028 2.0 0.69 0.026 1.8 0.87 0.11 0.490.4925 0.024 1.9 0.66 0.025 1.8 0.87 0.07 0.480.4826 0.024 1.8 0.63 0.025 1.8 0.88 0.02 0.520.5227 0.026 1.8 0.64 0.028 1.9 0.91 -0.07 0.630.6328 0.031 1.9 0.67 0.035 2.1 0.96 -0.22 0.850.8529 0.042 2.1 0.76 0.047 2.5 1.04 -0.38 1.121.1230 0.055 2.4 0.89 0.062 2.9 1.12 -0.48 1.441.4431 0.070 2.6 0.98 0.074 3.2 1.17 -0.57 1.451.4532 0.071 2.8 1.06 0.073 3.2 1.16 -0.40 1.361.3633 0.066 2.8 1.06 0.068 3.1 1.13 -0.30 1.261.2634 0.062 2.6 0.98 0.063 2.9 1.10 -0.34 1.151.1535 0.056 2.6 0.98 0.060 2.9 1.09 -0.28 1.231.2336 0.060 2.6 0.96 0.061 2.9 1.09 -0.37 1.131.1337 0.055 2.6 0.98 0.056 2.8 1.06 -0.17 1.011.0138 0.049 2.5 0.91 0.051 2.6 1.03 -0.17 0.940.9439 0.046 2.3 0.87 0.049 2.6 1.03 -0.26 1.001.0040 0.049 2.3 0.87 0.053 2.7 1.05 -0.37 1.131.1341 0.055 2.5 0.93 0.056 2.8 1.07 -0.32 1.051.0542 0.051 2.5 0.93 0.053 2.7 1.05 -0.22 1.001.0043 0.049 2.4 0.91 0.050 2.6 1.03 -0.17 0.890.8944 0.044 2.3 0.86 0.044 2.4 1.00 -0.11 0.780.7845 0.038 2.3 0.83 0.039 2.3 0.97 -0.02 0.670.6746 0.033 2.1 0.77 0.033 2.1 0.93 0.02 0.580.5847 0.028 2.0 0.71 0.030 2.0 0.90 0.00 0.570.57Weekday 0.050 2.4 0.89 0.048 2.5 1.021.02 #DIV/0! 1.02Weekend 0.046 2.3 0.86 0.048 2.5 1.020.95 #DIV/0! 0.95ADWF(1)0.049 2.3 0.88 0.048 2.5 1.021.00 #DIV/0! 1.00Weekday-2.4%0.38Weekend5.0%0.57Note:City of RentonLong-range Wastewater Management PlanFLOW MONITORING SITE MH3216 DRY WEATHER FLOW CALIBRATIONWeekdayWeekendAverage% ErrorMeasured DataModeled DataDiurnal0.000.020.040.060.080.100 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Flow (mgd)HourFlow CalibrationMeasured FlowModeled FlowWeekdayWeekday-0.10.10.30.50.70.91.11.31.5024681012141618202224262830323436384042444648Velocity (ft/s)HourVelocity CalibrationMeasured VelocityModeled VelocitySeries3WeekdayWeekday0.00.51.01.52.02.53.03.54.00 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Level (in)HourLevel CalibrationMeasured LevelModeled LevelSeries3WeekdayWeekday0.00.51.01.50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly MultiplierHourWeekday Diurnal Pattern0.00.51.01.52.024 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47Hourly MultiplierHourWeekend Diurnal PatternAGENDA ITEM #6. o) Flow Level Velocity Flow Level Velocity Level Diff Initial Modified CalibratedHour (mgd) (in) (ft/s) (mgd) (in) (ft/s) (in) Curve Curve Diurnal0 0.347 4.2 2.30 0.339 3.6 2.35 0.66 0.57 0.571 0.310 3.9 2.19 0.313 3.4 2.28 0.57 0.55 0.552 0.303 3.8 2.13 0.336 3.5 2.33 0.35 0.60 0.603 0.331 3.9 2.15 0.312 3.6 2.36 0.32 0.72 0.724 0.395 4.2 2.26 0.365 3.7 2.43 0.41 1.01 1.015 0.557 4.8 2.47 0.481 4.3 2.62 0.51 1.16 1.166 0.637 5.4 2.69 0.491 4.6 2.71 0.87 1.15 1.157 0.633 5.6 2.75 0.646 5.0 2.85 0.58 1.11 1.118 0.607 5.5 2.70 0.561 5.1 2.90 0.41 1.06 1.069 0.581 5.4 2.68 0.589 4.9 2.85 0.48 1.03 1.0310 0.565 5.2 2.64 0.540 5.3 2.94 -0.10 0.97 0.9711 0.533 5.2 2.63 0.538 4.8 2.78 0.39 0.97 0.9712 0.534 5.1 2.61 0.607 5.2 2.89 -0.08 0.97 0.9713 0.533 5.0 2.59 0.570 4.8 2.79 0.29 0.97 0.9714 0.532 5.0 2.59 0.613 5.2 2.90 -0.24 1.01 1.0115 0.552 5.1 2.63 0.565 4.8 2.83 0.29 1.09 1.0916 0.598 5.3 2.67 0.641 5.3 2.92 0.01 1.18 1.1817 0.648 5.5 2.72 0.634 4.9 2.80 0.65 1.26 1.2618 0.693 5.7 2.79 0.673 5.1 2.88 0.65 1.33 1.3319 0.729 5.9 2.82 0.656 5.3 2.96 0.58 1.25 1.2520 0.685 5.9 2.82 0.644 5.0 2.84 0.86 1.09 1.0921 0.598 5.6 2.76 0.666 5.3 2.89 0.38 0.88 0.8822 0.485 5.1 2.61 0.527 4.6 2.73 0.51 0.74 0.7423 0.406 4.6 2.47 0.537 5.0 2.83 -0.39 0.63 0.6324 0.402 4.5 2.45 0.354 3.5 2.35 0.97 0.64 0.6425 0.350 4.3 2.36 0.361 4.0 2.54 0.22 0.58 0.5826 0.320 4.0 2.25 0.435 4.2 2.54 -0.22 0.60 0.6027 0.332 3.9 2.22 0.301 3.7 2.37 0.28 0.63 0.6328 0.347 4.0 2.24 0.315 3.6 2.35 0.40 0.66 0.6629 0.364 4.1 2.29 0.340 4.4 2.67 -0.27 0.90 0.9030 0.496 4.4 2.43 0.444 4.4 2.70 0.00 1.16 1.1631 0.638 5.1 2.68 0.525 4.8 2.78 0.36 1.39 1.3932 0.764 6.0 2.83 0.667 5.3 2.96 0.72 1.44 1.4433 0.787 6.3 2.90 0.751 6.0 3.13 0.39 1.45 1.4534 0.794 6.4 2.88 0.675 5.2 2.92 1.20 1.36 1.3635 0.745 6.2 2.85 0.677 5.3 2.94 0.86 1.30 1.3036 0.711 6.0 2.83 0.634 5.0 2.83 1.06 1.25 1.2537 0.683 5.9 2.83 0.619 4.9 2.81 0.93 1.20 1.2038 0.659 5.8 2.77 0.603 5.7 3.06 0.05 1.19 1.1939 0.653 5.7 2.76 0.596 4.9 2.84 0.81 1.21 1.2140 0.662 5.7 2.77 0.670 5.1 2.90 0.54 1.26 1.2641 0.689 5.8 2.79 0.612 4.7 2.76 1.07 1.31 1.3142 0.716 5.8 2.79 0.621 4.9 2.83 0.89 1.29 1.2943 0.709 6.0 2.82 0.613 4.8 2.80 1.19 1.25 1.2544 0.683 5.9 2.78 0.628 4.7 2.77 1.17 1.11 1.1145 0.608 5.6 2.76 0.513 5.2 2.94 0.41 0.95 0.9546 0.521 5.2 2.66 0.450 4.3 2.65 0.96 0.84 0.8447 0.460 4.7 2.50 0.400 3.9 2.54 0.80 0.73 0.73Weekday 0.533 5.0 2.57 0.535 4.7 2.74 0.97 #DIV/0! 0.97Weekend 0.587 5.3 2.64 0.534 4.7 2.75 1.07 #DIV/0! 1.07ADWF(1)0.548 5.1 2.59 0.535 4.7 2.741.00 #DIV/0! 1.00Weekday0.4%0.87Weekend-9.1%1.20Note:FLOW MONITORING SITE MH3625 DRY WEATHER FLOW CALIBRATIONCity of RentonLong-range Wastewater Management PlanWeekdayWeekendAverage% ErrorMeasured DataModeled DataDiurnal0.000.200.400.600.801.00024681012141618202224262830323436384042444648Flow (mgd)HourFlow CalibrationMeasured FlowModeled FlowWeekdayWeekday0.00.51.01.52.02.53.03.54.0024681012141618202224262830323436384042444648Velocity (ft/s)HourVelocity CalibrationMeasured VelocityModeled VelocitySeries3WeekdayWeekday0.02.04.06.08.010.00 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Level (in)HourLevel CalibrationMeasured LevelModeled LevelSeries3WeekdayWeekday0.00.20.40.60.81.01.21.40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly MultiplierHourWeekday Diurnal Pattern0.00.51.01.52.024 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47Hourly MultiplierHourWeekend Diurnal PatternAGENDA ITEM #6. o) Flow Level Velocity Flow Level Velocity Level Diff Initial Modified CalibratedHour (mgd) (in) (ft/s) (mgd) (in) (ft/s) (in) Curve Curve Diurnal0 0.125 1.7 4.06 0.127 1.4 3.45 0.28 0.73 0.731 0.120 1.7 3.93 0.122 1.4 3.42 0.27 0.72 0.722 0.119 1.7 3.83 0.121 1.4 3.41 0.27 0.75 0.753 0.124 1.7 3.84 0.128 1.4 3.48 0.23 0.90 0.904 0.149 1.7 3.91 0.151 1.5 3.67 0.14 1.04 1.045 0.172 1.8 4.24 0.174 1.6 3.81 0.11 1.11 1.116 0.184 1.8 4.45 0.185 1.7 3.87 0.12 1.10 1.107 0.183 1.8 4.34 0.184 1.7 3.86 0.16 1.07 1.078 0.177 1.8 4.41 0.179 1.7 3.83 0.16 1.04 1.049 0.173 1.8 4.36 0.175 1.6 3.80 0.17 1.01 1.0110 0.167 1.8 4.38 0.169 1.6 3.77 0.17 0.99 0.9911 0.163 1.8 4.29 0.165 1.6 3.74 0.17 0.97 0.9712 0.161 1.8 4.26 0.163 1.6 3.73 0.17 0.95 0.9513 0.158 1.8 4.18 0.160 1.6 3.71 0.17 0.97 0.9714 0.160 1.7 4.24 0.163 1.6 3.73 0.15 1.03 1.0315 0.171 1.8 4.28 0.173 1.6 3.80 0.12 1.08 1.0816 0.178 1.8 4.58 0.181 1.7 3.85 0.12 1.13 1.1317 0.187 1.8 4.56 0.190 1.7 3.90 0.11 1.18 1.1818 0.195 1.9 4.51 0.197 1.7 3.94 0.12 1.18 1.1819 0.195 1.9 4.54 0.197 1.7 3.94 0.13 1.15 1.1520 0.190 1.9 4.47 0.191 1.7 3.90 0.16 1.04 1.0421 0.173 1.8 4.42 0.174 1.6 3.78 0.21 0.92 0.9222 0.152 1.8 4.27 0.154 1.5 3.65 0.23 0.83 0.8323 0.137 1.7 4.12 0.139 1.5 3.54 0.25 0.75 0.7524 0.128 1.7 4.09 0.127 1.4 3.45 0.31 0.74 0.7425 0.122 1.7 3.83 0.119 1.4 3.39 0.31 0.72 0.7226 0.120 1.7 3.81 0.116 1.3 3.36 0.32 0.72 0.7227 0.119 1.7 3.70 0.115 1.3 3.37 0.32 0.75 0.7528 0.125 1.7 3.56 0.121 1.4 3.42 0.30 0.81 0.8129 0.134 1.7 3.85 0.131 1.4 3.51 0.25 0.96 0.9630 0.159 1.7 3.95 0.155 1.6 3.69 0.16 1.16 1.1631 0.191 1.8 4.28 0.184 1.7 3.88 0.12 1.27 1.2732 0.210 1.9 4.49 0.201 1.8 3.97 0.14 1.28 1.2833 0.212 1.9 4.60 0.204 1.8 3.98 0.17 1.26 1.2634 0.209 1.9 4.54 0.200 1.8 3.96 0.18 1.21 1.2135 0.201 1.9 4.54 0.193 1.7 3.91 0.20 1.17 1.1736 0.193 1.9 4.47 0.186 1.7 3.87 0.20 1.16 1.1637 0.192 1.9 4.57 0.185 1.7 3.87 0.18 1.17 1.1738 0.193 1.9 4.42 0.186 1.7 3.87 0.19 1.15 1.1539 0.190 1.9 4.34 0.183 1.7 3.86 0.20 1.15 1.1540 0.190 1.9 4.36 0.183 1.7 3.85 0.19 1.14 1.1441 0.188 1.9 4.43 0.182 1.7 3.85 0.18 1.18 1.1842 0.195 1.9 4.46 0.187 1.7 3.88 0.17 1.18 1.1843 0.195 1.9 4.46 0.187 1.7 3.88 0.19 1.14 1.1444 0.188 1.9 4.42 0.179 1.7 3.82 0.21 1.02 1.0245 0.168 1.8 4.37 0.162 1.6 3.71 0.26 0.92 0.9246 0.152 1.8 4.24 0.146 1.5 3.60 0.26 0.84 0.8447 0.139 1.7 4.12 0.134 1.4 3.51 0.29 0.77 0.77Weekday 0.163 1.8 4.27 0.165 1.6 3.73 0.99 #DIV/0! 0.99Weekend 0.171 1.8 4.24 0.165 1.6 3.73 1.04 #DIV/0! 1.04ADWF(1)0.165 1.8 4.26 0.165 1.6 3.731.00 #DIV/0! 1.00Weekday1.4%0.28Weekend-3.4%0.32Note:FLOW MONITORING SITE MH4628 DRY WEATHER FLOW CALIBRATIONCity of RentonLong-range Wastewater Management PlanWeekdayWeekendAverage% ErrorMeasured DataModeled DataDiurnal0.000.050.100.150.200.250.30024681012141618202224262830323436384042444648Flow (mgd)HourFlow CalibrationMeasured FlowModeled FlowWeekdayWeekday0.01.02.03.04.05.0024681012141618202224262830323436384042444648Velocity (ft/s)HourVelocity CalibrationMeasured VelocityModeled VelocitySeries3WeekdayWeekday0.00.51.01.52.02.53.00 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Level (in)HourLevel CalibrationMeasured LevelModeled LevelSeries3WeekdayWeekday0.00.20.40.60.81.01.21.40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly MultiplierHourWeekday Diurnal Pattern0.00.20.40.60.81.01.21.424 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47Hourly MultiplierHourWeekend Diurnal PatternAGENDA ITEM #6. o) Flow Level Velocity Flow Level Velocity Level Diff Initial Modified CalibratedHour (mgd) (in) (ft/s) (mgd) (in) (ft/s) (in) Curve Curve Diurnal0 0.177 1.2 8.38 0.177 4.1 7.60 -2.84 0.83 0.831 0.172 1.2 8.09 0.172 4.0 7.55 -2.73 0.84 0.842 0.172 1.2 7.99 0.173 3.9 7.57 -2.69 0.86 0.863 0.178 1.2 8.10 0.180 3.9 7.66 -2.69 0.93 0.934 0.192 1.2 8.43 0.194 4.0 7.85 -2.78 1.03 1.035 0.213 1.3 8.91 0.212 4.3 8.04 -3.00 1.06 1.066 0.217 1.3 9.30 0.216 4.4 8.08 -3.13 1.05 1.057 0.215 1.3 9.27 0.215 4.9 8.06 -3.57 1.04 1.048 0.213 1.3 9.25 0.213 4.8 8.04 -3.52 1.03 1.039 0.211 1.3 9.27 0.211 4.9 8.02 -3.62 1.02 1.0210 0.209 1.3 9.21 0.209 4.7 8.00 -3.46 1.02 1.0211 0.210 1.3 9.17 0.209 4.7 8.00 -3.44 1.01 1.0112 0.208 1.3 9.14 0.208 4.6 7.98 -3.32 1.01 1.0113 0.208 1.3 9.13 0.208 4.6 7.98 -3.36 1.00 1.0014 0.206 1.3 9.10 0.207 4.6 7.97 -3.27 1.02 1.0215 0.210 1.3 9.13 0.211 4.6 8.03 -3.35 1.06 1.0616 0.219 1.3 9.29 0.219 4.6 8.12 -3.34 1.10 1.1017 0.226 1.3 9.45 0.226 4.8 8.19 -3.44 1.11 1.1118 0.229 1.3 9.56 0.228 4.8 8.21 -3.52 1.11 1.1119 0.228 1.3 9.57 0.227 4.9 8.19 -3.59 1.09 1.0920 0.223 1.3 9.54 0.221 5.0 8.13 -3.72 1.03 1.0321 0.213 1.3 9.38 0.211 4.8 8.01 -3.49 0.97 0.9722 0.200 1.3 9.08 0.199 4.6 7.87 -3.33 0.91 0.9123 0.188 1.3 8.75 0.187 4.4 7.73 -3.09 0.86 0.8624 0.177 1.2 8.36 0.178 4.2 7.61 -2.97 0.85 0.8525 0.175 1.2 8.13 0.174 4.0 7.57 -2.79 0.82 0.8226 0.170 1.2 8.03 0.171 3.9 7.53 -2.66 0.84 0.8427 0.173 1.2 7.93 0.172 3.9 7.55 -2.65 0.83 0.8328 0.172 1.2 7.94 0.173 3.9 7.57 -2.66 0.88 0.8829 0.181 1.2 8.10 0.183 4.0 7.71 -2.81 0.97 0.9730 0.199 1.3 8.60 0.202 4.3 7.94 -3.01 1.08 1.0831 0.222 1.3 9.22 0.223 4.5 8.17 -3.17 1.15 1.1532 0.236 1.3 9.62 0.237 4.9 8.31 -3.53 1.19 1.1933 0.244 1.4 9.73 0.243 4.9 8.37 -3.49 1.18 1.1834 0.243 1.4 9.69 0.240 5.0 8.32 -3.59 1.11 1.1135 0.228 1.4 9.61 0.227 5.1 8.19 -3.73 1.08 1.0836 0.221 1.3 9.48 0.222 4.9 8.14 -3.62 1.08 1.0837 0.222 1.3 9.42 0.220 5.0 8.11 -3.70 1.03 1.0338 0.211 1.3 9.36 0.212 4.9 8.02 -3.63 1.03 1.0339 0.211 1.3 9.25 0.211 4.9 8.02 -3.61 1.02 1.0240 0.210 1.3 9.31 0.211 4.9 8.03 -3.58 1.05 1.0541 0.216 1.3 9.32 0.217 4.9 8.09 -3.60 1.08 1.0842 0.222 1.3 9.50 0.219 5.0 8.11 -3.73 1.03 1.0343 0.212 1.3 9.39 0.213 5.0 8.03 -3.66 1.03 1.0344 0.212 1.3 9.38 0.210 5.0 8.00 -3.74 0.98 0.9845 0.202 1.3 9.23 0.201 4.8 7.90 -3.53 0.94 0.9446 0.194 1.3 8.96 0.192 4.6 7.79 -3.35 0.89 0.8947 0.182 1.2 8.64 0.182 4.4 7.67 -3.13 0.86 0.86Weekday 0.205 1.3 9.02 0.205 4.5 7.95 1.00 #DIV/0! 1.00Weekend 0.205 1.3 9.01 0.205 4.6 7.95 1.00 #DIV/0! 1.00ADWF(1)0.205 1.3 9.02 0.205 4.6 7.951.00 #DIV/0! 1.00Weekday0.0%3.72Weekend0.0%3.74Note:FLOW MONITORING SITE MH4646 DRY WEATHER FLOW CALIBRATIONCity of RentonLong-range Wastewater Management PlanWeekdayWeekendAverage% ErrorMeasured DataModeled DataDiurnal0.000.050.100.150.200.250.30024681012141618202224262830323436384042444648Flow (mgd)HourFlow CalibrationMeasured FlowModeled FlowWeekdayWeekday0.02.04.06.08.010.0024681012141618202224262830323436384042444648Velocity (ft/s)HourVelocity CalibrationMeasured VelocityModeled VelocitySeries3WeekdayWeekday0.01.02.03.04.05.06.00 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Level (in)HourLevel CalibrationMeasured LevelModeled LevelSeries3WeekdayWeekday0.00.20.40.60.81.01.20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly MultiplierHourWeekday Diurnal Pattern0.00.20.40.60.81.01.21.424 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47Hourly MultiplierHourWeekend Diurnal PatternAGENDA ITEM #6. o) Flow Level Velocity Flow Level Velocity Level Diff Initial Modified CalibratedHour (mgd) (in) (ft/s) (mgd) (in) (ft/s) (in) Curve Curve Diurnal0 1.424 7.8 3.12 1.388 6.0 3.77 1.82 0.720.721 1.213 7.3 2.91 1.089 5.8 2.97 1.50 0.650.652 1.097 6.9 2.73 0.886 5.8 2.75 1.09 0.640.643 1.082 6.7 2.67 0.747 5.4 2.73 1.36 0.720.724 1.220 6.9 2.71 0.770 5.5 2.62 1.39 0.890.895 1.503 7.4 2.94 0.891 5.7 2.88 1.76 1.041.046 1.751 8.0 3.18 1.129 6.3 3.41 1.73 1.111.117 1.874 8.5 3.34 1.424 6.8 3.97 1.72 1.101.108 1.851 8.6 3.36 1.832 6.7 4.10 1.90 1.091.099 1.845 8.5 3.35 1.908 7.0 4.13 1.55 1.071.0710 1.810 8.5 3.33 1.806 6.7 4.13 1.72 1.061.0611 1.799 8.4 3.33 1.897 6.8 4.06 1.66 1.061.0612 1.795 8.4 3.32 1.790 6.8 4.07 1.62 1.041.0413 1.765 8.3 3.31 1.681 6.5 4.00 1.81 1.041.0414 1.752 8.3 3.30 1.644 6.4 3.95 1.92 1.051.0515 1.769 8.3 3.30 1.687 6.4 3.99 1.87 1.071.0716 1.805 8.3 3.32 1.572 6.4 3.91 1.96 1.121.1217 1.887 8.5 3.37 1.580 6.3 4.00 2.16 1.161.1618 1.960 8.6 3.42 1.808 6.7 4.09 1.89 1.191.1919 2.009 8.8 3.47 1.813 6.7 4.14 2.05 1.171.1720 1.983 8.8 3.48 1.956 7.0 4.19 1.75 1.141.1421 1.923 8.7 3.45 1.954 7.0 4.21 1.69 1.061.0622 1.793 8.5 3.40 1.974 6.9 4.10 1.59 0.970.9723 1.636 8.2 3.28 1.791 6.6 3.95 1.57 0.840.8424 1.430 7.8 3.13 1.377 5.9 3.73 1.86 0.720.7225 1.209 7.3 2.90 1.121 6.0 2.99 1.35 0.630.6326 1.060 6.8 2.72 0.864 5.8 2.79 1.07 0.600.6027 1.007 6.5 2.63 0.716 5.4 2.59 1.14 0.590.5928 0.990 6.5 2.61 0.714 5.3 2.50 1.21 0.610.6129 1.035 6.5 2.61 0.710 5.2 2.52 1.28 0.750.7530 1.260 6.8 2.73 0.701 5.3 2.67 1.52 0.940.9431 1.596 7.6 3.03 0.909 5.7 2.97 1.85 1.141.1432 1.918 8.3 3.28 1.194 6.5 3.58 1.87 1.221.2233 2.053 8.9 3.43 1.733 6.4 4.19 2.43 1.221.2234 2.069 9.0 3.50 2.112 7.3 4.32 1.73 1.221.2235 2.054 8.9 3.51 2.244 7.6 4.33 1.38 1.191.1936 2.016 8.9 3.51 2.272 7.4 4.30 1.48 1.181.1837 1.986 8.8 3.48 2.108 7.3 4.25 1.49 1.151.1538 1.938 8.7 3.46 2.109 7.1 4.19 1.53 1.141.1439 1.931 8.6 3.44 1.882 6.9 4.13 1.72 1.141.1440 1.925 8.6 3.44 1.882 6.7 4.11 1.85 1.151.1541 1.936 8.6 3.45 1.752 6.7 4.14 1.94 1.161.1642 1.968 8.6 3.45 1.870 6.7 4.15 1.91 1.181.1843 1.986 8.8 3.49 1.768 6.7 4.15 2.07 1.161.1644 1.956 8.7 3.48 1.913 6.9 4.15 1.82 1.111.1145 1.884 8.6 3.44 1.817 6.8 4.10 1.84 1.031.0346 1.745 8.4 3.38 1.764 6.6 4.05 1.75 0.950.9547 1.607 8.0 3.27 1.583 6.3 3.88 1.73 0.850.85Weekday 1.689 8.1 3.22 1.542 6.4 3.761.00 #DIV/0! 1.00Weekend 1.690 8.1 3.22 1.546 6.4 3.701.00 #DIV/0! 1.00ADWF(1)1.689 8.1 3.22 1.544 6.4 3.741.00 #DIV/0! 1.00Weekday-8.7%2.16Weekend-8.5%2.43Note:FLOW MONITORING SITE MH5302 DRY WEATHER FLOW CALIBRATIONCity of RentonLong-range Wastewater Management PlanWeekdayWeekendAverage% ErrorMeasured DataModeled DataDiurnal0.000.501.001.502.002.503.000 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Flow (mgd)HourFlow CalibrationMeasured FlowModeled FlowWeekdayWeekday0.01.02.03.04.05.0024681012141618202224262830323436384042444648Velocity (ft/s)HourVelocity CalibrationMeasured VelocityModeled VelocitySeries3WeekdayWeekday0.02.04.06.08.010.00 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Level (in)HourLevel CalibrationMeasured LevelModeled LevelSeries3WeekdayWeekday0.00.20.40.60.81.01.21.40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly MultiplierHourWeekday Diurnal Pattern0.00.20.40.60.81.01.21.424 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47Hourly MultiplierHourWeekend Diurnal PatternAGENDA ITEM #6. o) Flow Level Velocity Flow Level Velocity Level Diff Initial Modified CalibratedHour (mgd) (in) (ft/s) (mgd) (in) (ft/s) (in) Curve Curve Diurnal0 0.180 1.5 5.57 0.191 1.9 3.81 -0.37 0.800.801 0.169 1.5 5.42 0.172 1.8 3.75 -0.36 0.800.802 0.170 1.4 5.38 0.165 1.9 3.88 -0.48 0.830.833 0.175 1.4 5.43 0.171 1.9 3.85 -0.46 0.910.914 0.192 1.5 5.53 0.198 1.9 3.87 -0.44 1.011.015 0.214 1.6 5.76 0.210 2.1 4.09 -0.53 1.071.076 0.227 1.6 6.00 0.225 2.1 4.08 -0.49 1.101.107 0.232 1.6 6.09 0.232 2.2 4.21 -0.56 1.081.088 0.229 1.6 6.11 0.232 2.1 4.08 -0.45 1.051.059 0.223 1.6 6.01 0.223 2.2 4.15 -0.52 1.041.0410 0.220 1.6 5.95 0.223 2.1 4.03 -0.44 1.021.0211 0.216 1.6 5.90 0.218 2.1 4.10 -0.50 1.021.0212 0.216 1.6 5.90 0.216 2.0 4.01 -0.43 1.001.0013 0.213 1.6 5.87 0.216 2.1 4.08 -0.49 1.011.0114 0.213 1.6 5.81 0.210 2.0 3.99 -0.42 1.011.0115 0.214 1.6 5.84 0.220 2.1 4.09 -0.50 1.031.0316 0.219 1.6 5.88 0.213 2.0 4.02 -0.44 1.071.0717 0.226 1.6 5.98 0.231 2.2 4.14 -0.53 1.101.1018 0.234 1.6 6.09 0.228 2.2 4.14 -0.51 1.121.1219 0.238 1.7 6.18 0.241 2.2 4.15 -0.50 1.111.1120 0.234 1.7 6.15 0.235 2.2 4.22 -0.55 1.041.0421 0.220 1.6 6.04 0.223 2.1 4.03 -0.41 0.960.9622 0.204 1.6 5.83 0.206 2.1 4.07 -0.50 0.910.9123 0.194 1.5 5.70 0.201 1.9 3.89 -0.39 0.850.8524 0.176 1.5 5.56 0.179 1.9 3.86 -0.43 0.810.8125 0.172 1.5 5.50 0.167 1.9 3.87 -0.47 0.770.7726 0.163 1.4 5.44 0.169 1.8 3.73 -0.40 0.740.7427 0.158 1.4 5.34 0.167 1.8 3.66 -0.36 0.800.8028 0.169 1.4 5.40 0.171 1.8 3.70 -0.38 0.830.8329 0.175 1.4 5.48 0.173 1.9 3.83 -0.45 0.950.9530 0.201 1.5 5.65 0.189 2.0 4.01 -0.55 1.081.0831 0.229 1.6 5.95 0.230 2.1 4.05 -0.48 1.151.1532 0.244 1.6 6.27 0.234 2.2 4.22 -0.57 1.161.1633 0.246 1.7 6.28 0.250 2.2 4.24 -0.55 1.181.1834 0.249 1.7 6.33 0.247 2.2 4.17 -0.49 1.131.1335 0.240 1.7 6.25 0.237 2.2 4.21 -0.53 1.121.1236 0.236 1.7 6.18 0.243 2.2 4.17 -0.51 1.111.1137 0.235 1.7 6.12 0.228 2.1 4.12 -0.47 1.071.0738 0.227 1.6 6.05 0.234 2.2 4.18 -0.53 1.051.0539 0.222 1.6 6.02 0.216 2.1 4.04 -0.43 1.061.0640 0.224 1.6 5.95 0.229 2.2 4.16 -0.55 1.091.0941 0.231 1.6 6.08 0.223 2.1 4.08 -0.46 1.111.1142 0.234 1.7 6.13 0.239 2.2 4.18 -0.54 1.131.1343 0.239 1.7 6.17 0.232 2.2 4.18 -0.51 1.091.0944 0.230 1.7 6.11 0.232 2.1 4.10 -0.46 1.031.0345 0.218 1.6 5.99 0.217 2.1 4.13 -0.50 0.940.9446 0.199 1.6 5.79 0.206 2.0 3.93 -0.39 0.890.8947 0.189 1.5 5.66 0.183 1.9 3.89 -0.40 0.830.83Weekday 0.211 1.6 5.85 0.212 2.1 4.031.00 #DIV/0! 1.00Weekend 0.212 1.6 5.90 0.212 2.1 4.031.00 #DIV/0! 1.00ADWF(1)0.211 1.6 5.87 0.212 2.1 4.031.00 #DIV/0! 1.00Weekday0.6%0.56Weekend-0.1%0.57Note:FLOW MONITORING SITE MH5505 DRY WEATHER FLOW CALIBRATIONCity of RentonLong-range Wastewater Management PlanWeekdayWeekendAverage% ErrorMeasured DataModeled DataDiurnal0.000.100.200.300.400.500.600.700.800 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Flow (mgd)HourFlow CalibrationMeasured FlowModeled FlowWeekdayWeekday-1.01.03.05.07.09.011.013.0024681012141618202224262830323436384042444648Velocity (ft/s)HourVelocity CalibrationMeasured VelocityModeled VelocitySeries3WeekdayWeekday0.01.02.03.04.05.06.00 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Level (in)HourLevel CalibrationMeasured LevelModeled LevelSeries3WeekdayWeekday0.00.20.40.60.81.01.20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly MultiplierHourWeekday Diurnal Pattern0.00.20.40.60.81.01.21.424 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47Hourly MultiplierHourWeekend Diurnal PatternAGENDA ITEM #6. o) Flow Level Velocity Flow Level Velocity Level Diff Initial Modified CalibratedHour (mgd) (in) (ft/s) (mgd) (in) (ft/s) (in) Curve Curve Diurnal0 0.205 1.8 4.91 0.208 2.3 4.52 -0.51 0.61 0.611 0.192 1.7 4.73 0.195 2.2 4.45 -0.50 0.60 0.602 0.188 1.7 4.64 0.193 2.2 4.44 -0.53 0.63 0.633 0.197 1.7 4.65 0.208 2.3 4.55 -0.63 0.76 0.764 0.238 1.8 4.96 0.252 2.6 4.82 -0.80 0.96 0.965 0.300 1.9 5.50 0.310 2.8 5.12 -0.91 1.09 1.096 0.341 2.1 5.98 0.348 2.9 5.26 -0.86 1.14 1.147 0.357 2.2 6.16 0.364 3.0 5.35 -0.86 1.17 1.178 0.365 2.2 6.19 0.373 3.1 5.38 -0.87 1.19 1.199 0.374 2.2 6.29 0.379 3.1 5.41 -0.87 1.19 1.1910 0.373 2.2 6.31 0.381 3.1 5.42 -0.87 1.21 1.2111 0.380 2.2 6.34 0.386 3.1 5.44 -0.87 1.21 1.2112 0.379 2.2 6.38 0.384 3.1 5.43 -0.85 1.19 1.1913 0.373 2.2 6.30 0.380 3.1 5.41 -0.85 1.20 1.2014 0.374 2.2 6.30 0.380 3.1 5.41 -0.86 1.19 1.1915 0.373 2.2 6.31 0.381 3.1 5.42 -0.86 1.22 1.2216 0.380 2.2 6.30 0.386 3.1 5.43 -0.89 1.21 1.2117 0.377 2.2 6.35 0.384 3.1 5.43 -0.86 1.20 1.2018 0.377 2.2 6.32 0.380 3.1 5.41 -0.84 1.16 1.1619 0.364 2.2 6.28 0.366 3.0 5.35 -0.80 1.10 1.1020 0.345 2.2 6.19 0.343 2.9 5.25 -0.73 0.98 0.9821 0.308 2.1 5.89 0.307 2.8 5.08 -0.65 0.87 0.8722 0.271 2.0 5.63 0.269 2.6 4.88 -0.56 0.74 0.7423 0.231 1.9 5.29 0.233 2.4 4.67 -0.49 0.65 0.6524 0.206 1.8 5.17 0.211 2.3 4.54 -0.50 0.61 0.6125 0.192 1.7 4.72 0.206 2.3 4.52 -0.58 0.57 0.5726 0.178 1.7 4.54 0.196 2.2 4.45 -0.54 0.56 0.5627 0.177 1.7 4.47 0.194 2.2 4.45 -0.58 0.58 0.5828 0.183 1.7 4.54 0.206 2.3 4.54 -0.66 0.69 0.6929 0.217 1.7 4.80 0.246 2.5 4.78 -0.82 0.87 0.8730 0.271 1.8 5.32 0.306 2.8 5.10 -0.99 1.05 1.0531 0.328 2.0 5.82 0.366 3.0 5.36 -1.05 1.19 1.1932 0.372 2.2 6.22 0.408 3.2 5.53 -1.03 1.23 1.2333 0.386 2.2 6.40 0.423 3.2 5.59 -1.01 1.26 1.2634 0.395 2.3 6.50 0.430 3.3 5.61 -1.01 1.25 1.2535 0.392 2.3 6.53 0.424 3.2 5.58 -0.98 1.20 1.2036 0.376 2.2 6.48 0.407 3.2 5.52 -0.94 1.15 1.1537 0.361 2.2 6.24 0.391 3.1 5.45 -0.93 1.11 1.1138 0.347 2.2 6.21 0.378 3.1 5.40 -0.91 1.09 1.0939 0.341 2.1 6.18 0.368 3.0 5.36 -0.89 1.03 1.0340 0.323 2.1 6.00 0.358 3.0 5.32 -0.91 1.08 1.0841 0.337 2.1 6.11 0.370 3.0 5.37 -0.93 1.11 1.1142 0.349 2.1 6.11 0.373 3.0 5.38 -0.91 1.02 1.0243 0.320 2.1 6.12 0.351 3.0 5.28 -0.84 1.02 1.0244 0.318 2.1 5.95 0.337 2.9 5.22 -0.83 0.89 0.8945 0.279 2.0 5.81 0.299 2.7 5.03 -0.71 0.78 0.7846 0.245 1.9 5.50 0.269 2.6 4.88 -0.70 0.77 0.7747 0.241 1.8 5.25 0.255 2.5 4.81 -0.68 0.66 0.66Weekday 0.319 2.1 5.84 0.325 2.8 5.14 1.02 #DIV/0! 1.02Weekend 0.297 2.0 5.71 0.324 2.8 5.13 0.95 #DIV/0! 0.95ADWF(1)0.313 2.1 5.80 0.324 2.8 5.131.00 #DIV/0! 1.00Weekday1.7%0.91Weekend9.1%1.05Note:FLOW MONITORING SITE MH5519 DRY WEATHER FLOW CALIBRATIONCity of RentonLong-range Wastewater Management PlanWeekdayWeekendAverage% ErrorMeasured DataModeled DataDiurnal0.000.100.200.300.400.500.600.700.80024681012141618202224262830323436384042444648Flow (mgd)HourFlow CalibrationMeasured FlowModeled FlowWeekdayWeekday-1.01.03.05.07.09.011.013.0024681012141618202224262830323436384042444648Velocity (ft/s)HourVelocity CalibrationMeasured VelocityModeled VelocitySeries3WeekdayWeekday0.01.02.03.04.05.06.00 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Level (in)HourLevel CalibrationMeasured LevelModeled LevelSeries3WeekdayWeekday0.00.20.40.60.81.01.21.40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly MultiplierHourWeekday Diurnal Pattern0.00.20.40.60.81.01.21.424 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47Hourly MultiplierHourWeekend Diurnal PatternAGENDA ITEM #6. o) Flow Level Velocity Flow Level Velocity Level Diff Initial Modified CalibratedHour (mgd) (in) (ft/s) (mgd) (in) (ft/s) (in) Curve Curve Diurnal0 0.022 0.7 2.75 0.021 1.5 1.18 -0.79 0.390.391 0.018 0.6 2.34 0.017 1.3 1.13 -0.74 0.390.392 0.018 0.6 2.18 0.018 1.4 1.16 -0.80 0.500.503 0.023 0.6 2.31 0.024 1.6 1.27 -0.98 0.710.714 0.032 0.7 2.83 0.033 1.8 1.42 -1.16 0.950.955 0.043 0.8 3.47 0.042 2.1 1.53 -1.30 1.101.106 0.050 0.8 3.91 0.049 2.2 1.60 -1.37 1.171.177 0.053 0.8 3.99 0.052 2.2 1.63 -1.41 1.231.238 0.056 0.9 4.24 0.054 2.3 1.65 -1.43 1.261.269 0.057 0.9 4.34 0.055 2.3 1.66 -1.44 1.241.2410 0.057 0.9 4.38 0.056 2.3 1.67 -1.47 1.341.3411 0.061 0.9 4.40 0.058 2.4 1.69 -1.50 1.321.3212 0.060 0.9 4.42 0.056 2.3 1.67 -1.44 1.201.2013 0.055 0.9 4.34 0.052 2.2 1.62 -1.35 1.111.1114 0.051 0.8 3.97 0.049 2.2 1.59 -1.34 1.081.0815 0.049 0.8 3.85 0.049 2.2 1.60 -1.36 1.201.2016 0.055 0.9 3.94 0.055 2.3 1.67 -1.45 1.411.4117 0.064 0.9 4.23 0.061 2.4 1.72 -1.52 1.411.4118 0.064 0.9 4.38 0.062 2.4 1.73 -1.52 1.431.4319 0.065 1.0 4.39 0.061 2.4 1.72 -1.46 1.321.3220 0.060 0.9 4.28 0.056 2.3 1.66 -1.38 1.131.1321 0.052 0.9 4.03 0.046 2.1 1.55 -1.24 0.840.8422 0.038 0.8 3.76 0.035 1.9 1.42 -1.04 0.650.6523 0.030 0.7 3.21 0.027 1.6 1.29 -0.94 0.470.4724 0.020 0.6 2.86 0.022 1.5 1.22 -0.89 0.450.4525 0.021 0.6 2.58 0.022 1.5 1.21 -0.91 0.390.3926 0.018 0.6 2.35 0.020 1.4 1.18 -0.83 0.390.3927 0.018 0.6 2.14 0.019 1.4 1.17 -0.82 0.390.3928 0.018 0.6 2.35 0.022 1.5 1.23 -0.93 0.570.5729 0.026 0.6 2.68 0.031 1.8 1.38 -1.18 0.790.7930 0.036 0.7 3.22 0.042 2.1 1.54 -1.39 1.051.0531 0.048 0.7 3.82 0.054 2.3 1.66 -1.57 1.231.2332 0.056 0.8 4.28 0.061 2.4 1.72 -1.62 1.261.2633 0.057 0.8 4.51 0.062 2.4 1.73 -1.58 1.231.2334 0.056 0.8 4.46 0.061 2.4 1.71 -1.57 1.191.1935 0.054 0.8 4.31 0.059 2.4 1.69 -1.53 1.131.1336 0.052 0.8 4.33 0.056 2.3 1.67 -1.49 1.101.1037 0.050 0.8 4.31 0.057 2.3 1.68 -1.53 1.221.2238 0.056 0.8 4.18 0.058 2.4 1.69 -1.56 1.081.0839 0.049 0.8 4.27 0.054 2.3 1.65 -1.48 1.091.0940 0.050 0.8 4.16 0.056 2.3 1.67 -1.52 1.211.2141 0.055 0.8 4.14 0.057 2.3 1.67 -1.49 1.011.0142 0.046 0.8 4.15 0.053 2.3 1.64 -1.43 1.131.1343 0.052 0.8 3.95 0.056 2.3 1.66 -1.53 1.101.1044 0.050 0.8 4.20 0.054 2.3 1.64 -1.46 1.041.0445 0.047 0.8 4.12 0.048 2.1 1.57 -1.33 0.780.7846 0.036 0.8 3.71 0.037 1.9 1.44 -1.13 0.580.5847 0.027 0.7 3.20 0.028 1.7 1.31 -1.01 0.440.44Weekday 0.047 0.8 3.75 0.045 2.1 1.531.04 #DIV/0! 1.04Weekend 0.041 0.7 3.68 0.045 2.1 1.530.91 #DIV/0! 0.91ADWF(1)0.045 0.8 3.73 0.045 2.1 1.531.00 #DIV/0! 1.00Weekday-3.5%1.52Weekend9.6%1.62Note:FLOW MONITORING SITE MH6041 DRY WEATHER FLOW CALIBRATIONCity of RentonLong-range Wastewater Management PlanWeekdayWeekendAverage% ErrorMeasured DataModeled DataDiurnal0.000.020.040.060.080.100 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Flow (mgd)HourFlow CalibrationMeasured FlowModeled FlowWeekdayWeekday0.01.02.03.04.05.0024681012141618202224262830323436384042444648Velocity (ft/s)HourVelocity CalibrationMeasured VelocityModeled VelocitySeries3WeekdayWeekday0.00.20.40.60.81.01.21.40 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Level (in)HourLevel CalibrationMeasured LevelModeled LevelSeries3WeekdayWeekday0.00.51.01.52.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly MultiplierHourWeekday Diurnal Pattern0.00.20.40.60.81.01.21.424 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47Hourly MultiplierHourWeekend Diurnal PatternAGENDA ITEM #6. o) Flow Level Velocity Flow Level Velocity Level Diff Initial Modified CalibratedHour (mgd) (in) (ft/s) (mgd) (in) (ft/s) (in) Curve Curve Diurnal0 0.068 0.8 4.46 0.072 1.6 4.79 -0.73 0.540.541 0.065 0.8 4.37 0.068 1.5 4.73 -0.72 0.540.542 0.065 0.8 4.31 0.067 1.5 4.73 -0.74 0.570.573 0.067 0.8 4.32 0.071 1.6 4.82 -0.77 0.670.674 0.080 0.8 4.42 0.083 1.7 5.09 -0.89 0.870.875 0.103 0.9 4.93 0.105 1.9 5.46 -1.00 1.001.006 0.119 1.0 5.50 0.121 2.1 5.68 -1.07 1.021.027 0.121 1.0 5.72 0.126 2.1 5.72 -1.07 1.051.058 0.125 1.0 5.77 0.129 2.1 5.77 -1.10 1.071.079 0.127 1.0 5.96 0.132 2.1 5.80 -1.10 1.101.1010 0.130 1.0 5.94 0.135 2.2 5.84 -1.13 1.121.1211 0.133 1.0 6.13 0.137 2.2 5.87 -1.14 1.111.1112 0.132 1.0 6.16 0.136 2.2 5.86 -1.14 1.111.1113 0.132 1.0 6.05 0.136 2.2 5.85 -1.13 1.081.0814 0.128 1.0 6.01 0.134 2.2 5.83 -1.11 1.131.1315 0.135 1.0 6.00 0.141 2.2 5.93 -1.17 1.241.2416 0.148 1.1 6.15 0.152 2.3 6.07 -1.22 1.301.3017 0.154 1.1 6.41 0.158 2.3 6.13 -1.24 1.271.2718 0.151 1.1 6.46 0.156 2.3 6.09 -1.21 1.251.2519 0.148 1.1 6.42 0.152 2.3 6.05 -1.20 1.191.1920 0.141 1.1 6.33 0.141 2.2 5.90 -1.10 0.920.9221 0.110 1.0 5.90 0.115 2.0 5.50 -0.94 0.750.7522 0.089 0.9 5.27 0.094 1.8 5.18 -0.85 0.650.6523 0.077 0.9 4.83 0.081 1.7 4.96 -0.78 0.570.5724 0.081 0.9 4.63 0.072 1.6 4.80 -0.66 0.620.6225 0.074 0.9 4.48 0.068 1.5 4.73 -0.65 0.590.5926 0.070 0.9 4.36 0.064 1.5 4.65 -0.64 0.570.5727 0.067 0.8 4.31 0.062 1.5 4.62 -0.64 0.590.5928 0.070 0.8 4.29 0.065 1.5 4.71 -0.70 0.720.7229 0.085 0.9 4.53 0.078 1.7 5.01 -0.82 0.940.9430 0.112 1.0 4.96 0.102 1.9 5.41 -0.94 1.171.1731 0.139 1.0 5.72 0.126 2.1 5.76 -1.07 1.321.3232 0.157 1.1 6.22 0.145 2.3 5.99 -1.14 1.521.5233 0.181 1.2 6.46 0.163 2.4 6.21 -1.21 1.571.5734 0.187 1.2 6.86 0.168 2.4 6.24 -1.20 1.481.4835 0.176 1.2 6.89 0.163 2.4 6.17 -1.16 1.511.5136 0.179 1.2 6.79 0.162 2.4 6.17 -1.18 1.431.4337 0.170 1.2 6.78 0.154 2.3 6.07 -1.14 1.321.3238 0.157 1.1 6.61 0.145 2.2 5.95 -1.08 1.311.3139 0.155 1.1 6.45 0.142 2.2 5.93 -1.09 1.291.2940 0.154 1.1 6.38 0.140 2.2 5.91 -1.08 1.281.2841 0.152 1.1 6.45 0.138 2.2 5.88 -1.07 1.251.2542 0.148 1.1 6.29 0.136 2.2 5.85 -1.07 1.261.2643 0.149 1.1 6.35 0.135 2.2 5.83 -1.04 1.181.1844 0.140 1.1 6.11 0.126 2.1 5.70 -0.98 1.011.0145 0.120 1.0 6.02 0.110 1.9 5.44 -0.89 0.860.8646 0.102 1.0 5.56 0.093 1.8 5.19 -0.79 0.720.7247 0.085 0.9 4.95 0.080 1.7 4.95 -0.73 0.680.68Weekday 0.114 1.0 5.58 0.118 2.0 5.570.96 #DIV/0! 0.96Weekend 0.129 1.0 5.77 0.118 2.0 5.551.09 #DIV/0! 1.09ADWF(1)0.119 1.0 5.63 0.118 2.0 5.561.00 #DIV/0! 1.00Weekday3.6%1.24Weekend-8.6%1.21Note:FLOW MONITORING SITE MH6704 DRY WEATHER FLOW CALIBRATIONCity of RentonLong-range Wastewater Management PlanWeekdayWeekendAverage% ErrorMeasured DataModeled DataDiurnal0.000.050.100.150.200.250 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Flow (mgd)HourFlow CalibrationMeasured FlowModeled FlowWeekdayWeekday0.01.02.03.04.05.06.07.0024681012141618202224262830323436384042444648Velocity (ft/s)HourVelocity CalibrationMeasured VelocityModeled VelocitySeries3WeekdayWeekday0.00.51.01.52.02.53.00 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Level (in)HourLevel CalibrationMeasured LevelModeled LevelSeries3WeekdayWeekday0.00.20.40.60.81.01.21.40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly MultiplierHourWeekday Diurnal Pattern0.00.51.01.52.024 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47Hourly MultiplierHourWeekend Diurnal PatternAGENDA ITEM #6. o) LRWWMP | TM 2 | CITY OF RENTON  DRAFT | SEPTEMBER ͮͬͭ͵  Attachment G WET WEATHER CALIBRATION RESULTS  AGENDA ITEM #6. o) AGENDA ITEM #6. o) Table 1 Wet Weather CalibrationLong-range Wastewater Management PlanCity of RentonMaxMaxMaxPipe Total Avg. Peak Avg. Avg. Total Avg. Peak Avg. Avg. Volume Peak Level Total Avg. Peak Avg. Total Avg. Peak Avg. Volume Peak Level Total Avg. Peak Avg. Volume Avg. Peak Avg. Avg. Volume Peak LevelMeter Diameter Flow Flow Flow Velocity Level Flow Flow Flow Velocity Level Flow Flow Diff Flow Flow Flow Level Flow Flow Flow Level Flow Flow Diff Flow Flow Flow Level Flow Flow Flow Velocity Level Flow Flow DiffNumber (in) (MG) (mgd) (mgd) (ft/s) (in) (MG) (mgd) (mgd) (ft/s) (in)(%) (%) (inches) (MG) (mgd) (mgd) (in) (MG) (mgd) (mgd) (in) (%) (%) (inches) (MG) (mgd) (mgd) (in) (MG) (mgd) (mgd) (ft/s) (in) (%) (%) (inches)MH016612 16.1 0.074 1.109 0.87 1.6 23.3 0.108 1.092 1.23 2.231.1%-1.5%5.151.6 0.134 1.238 2.4 50.1 0.131 1.385 2.6-3.0% 11.9%21.044.9 0.110 1.206 2.2 53.0 0.130 1.195 0.78 1.715.4% -0.9%7.4MH0286 10 15.1 0.070 0.133 0.68 3.3 16.3 0.075 0.131 1.00 2.37.2% -1.8% 1.529.2 0.076 0.139 3.4 29.2 0.076 0.122 2.30.1% -11.9% 1.730.8 0.080 0.151 3.6 28.5 0.074 0.112 0.99 2.3-7.8%-25.8%1.8MH0537 8 74.2 0.344 0.527 8.96 1.8 82.5 0.382 0.537 7.74 2.310.1% 2.0% 0.2144.5 0.377 0.551 1.9 152.5 0.398 0.515 2.45.2% -6.6% 0.9123.4 0.321 0.479 1.7 149.0 0.387 0.542 7.78 0.017.2% 13.3% 1.1MH1360 10.75 77.7 0.360 0.903 4.00 2.8 94.8 0.439 0.990 2.32 5.218.1% 9.7%5.7215.2 0.561 0.998 3.7 190.7 0.497 1.070 5.6-12.8%7.2%5.8153.8 0.400 0.901 3.0 181.1 0.471 0.923 2.36 5.415.1% 2.5%6.0MH1763 15 51.9 0.240 0.585 0.43 10.3 59.6 0.276 0.665 0.35 7.513.0% 13.7%6.2159.1 0.415 0.677 11.4 114.6 0.299 0.575 8.0-38.9% -15.0% 6.4109.1 0.284 0.571 90.0 108.7 0.283 0.543 0.36 7.8-0.3% -5.0%5.3MH2116 14.5 0.0 0.000 0.000 0.00 0.0 205.9 0.953 2.308 2.36 8.3451.9 1.179 2.213 8.4 412.6 1.076 1.934 8.8-9.5% -12.6%6.0397.6 1.034 2.040 7.0 413.0 1.074 2.190 2.45 8.83.7% 7.3%4.0MH2171 11.25 54.4 0.252 0.781 1.35 4.7 58.3 0.270 0.867 1.41 5.76.8% 10.9% 3.5118.6 0.309 0.694 5.1 111.2 0.290 0.748 6.0-6.7% 7.7% 2.492.3 0.240 0.525 4.5 111.7 0.290 0.627 1.44 6.017.3% 19.5% 3.8MH2252 18 205.6 0.951 2.800 5.37 3.7 200.7 0.929 2.638 3.09 3.8-2.5% -5.8% 1.6417.6 1.089 2.664 3.9 381.8 0.996 2.988 4.0-9.4% 12.2% 1.6356.0 0.926 1.958 3.7 387.6 1.007 3.099 3.17 4.08.1%58.3%2.0MH2999 8 52.9 0.245 0.556 5.79 1.9 59.4 0.275 0.495 4.73 2.811.0% -10.9% 1.3102.4 0.267 0.457 2.0 115.4 0.301 0.465 2.911.3% 1.8% 1.395.0 0.247 0.453 1.9 114.3 0.297 0.485 4.84 2.916.8% 7.0% 1.4MH3216 7.38 11.1 0.051 0.218 0.65 2.9 13.6 0.063 0.208 1.09 2.918.8% -4.4% 2.928.1 0.073 0.115 2.7 25.3 0.066 0.144 3.0-11.3% 25.2%1.722.6 0.059 0.101 2.6 26.1 0.068 0.149 1.11 3.013.5%47.8%1.9MH3625 12 158.9 0.736 1.379 2.79 6.1 166.7 0.772 1.448 3.14 5.64.7% 5.0% 3.1357.8 0.933 1.507 7.0 311.9 0.814 1.414 5.8-14.7%-6.1% 3.8313.8 0.816 1.487 6.4 308.4 0.802 1.360 3.18 5.7-1.7% -8.5% 3.7MH4628 10.38 61.2 0.284 0.757 4.95 2.1 68.3 0.316 0.783 4.48 0.910.4% 3.5% 2.2165.3 0.431 0.770 2.8 136.3 0.356 0.885 1.0-21.2%15.0% 2.6115.9 0.301 0.752 2.2 130.1 0.338 0.740 4.57 0.910.9%-1.6% 2.3MH4646 8 48.6 0.225 0.298 9.28 1.3 47.7 0.221 0.278 8.12 5.2-1.9% -6.6%5.4102.3 0.267 0.341 1.5 86.5 0.226 0.274 5.4-18.3% -19.7% 5.489.3 0.232 0.286 1.3 87.4 0.227 0.291 8.19 5.4-2.2% 1.9%5.6MH5302 14 525.7 2.434 5.106 3.74 9.5 503.9 2.333 4.663 4.34 7.6-4.3% -8.7% 3.81043.8 2.722 4.054 10.2 967.4 2.525 4.327 7.9-7.9% 6.7%4.5966.8 2.514 4.403 9.8 951.3 2.472 4.439 4.41 7.8-1.6% 0.8%4.3MH5505 10 68.8 0.319 0.585 6.69 1.9 73.7 0.341 0.573 4.62 2.66.6% -1.9% 1.5151.8 0.396 0.576 2.1 138.6 0.362 0.612 2.7-9.5% 6.3% 1.2137.6 0.337 0.642 2.0 134.6 0.329 0.548 2.49 1.4-2.2% -14.7% 2.8MH5519 10.25 67.5 0.313 0.480 5.84 2.0 77.0 0.356 0.639 5.27 2.912.2%33.1%1.5123.8 0.323 0.447 2.1 139.1 0.363 0.555 3.010.9% 24.0% 1.4126.1 0.328 0.534 13.4 139.7 0.363 0.541 5.31 3.09.8% 1.3%21.3MH6041 8 19.6 0.090 0.300 2.66 1.6 17.1 0.079 0.273 1.82 2.6-14.5%-8.9% 2.628.0 0.073 0.132 0.9 33.5 0.087 0.158 2.816.5% 19.7% 2.621.7 0.057 0.100 0.9 35.8 0.093 0.241 1.95 2.839.3% 140.3%3.5MH6704 12 35.5 0.164 0.384 7.43 1.0 32.7 0.152 0.310 5.89 2.3-8.4%-19.1%1.950.6 0.132 0.229 1.0 60.7 0.158 0.279 2.316.7% 21.8% 2.052.6 0.137 0.262 1.0 62.0 0.161 0.269 5.97 2.315.2% 3.0% 1.9Notes:1. Source: City of Renton 2018 Temporary Flow Monitoring Program, ADS2. Average flows are computed from hydraulic modeling results. Maximum flow values are hourly peaks. 3. Percent Difference = (Modeled - Measured)/Measured*100.Measured Data(1)Percent Error(3)Measured Data(1)Storm 2 (1/23/2018-2/7/2018)Storm 3 (4/6/2018-4/22/2018)Measured Data(1)Modeled Data(2)Modeled Data(2)Modeled Data(2)Storm 1 (12/26/2017-1/3/2018)Percent Error(3)Percent Error(3)AGENDA ITEM #6. o) FLOW MONITORING MH0166 WET WEATHER FLOW CALIBRATIONLong-range Wastewater Management PlanCity of RentonLocation: Springbrook TrailPipeline diameter: 12''City Manhole ID: MH0166Model Mahhole ID: Silt Level at Site: ''0.000000.100000.200000.300000.400000.500000.600000.00.20.40.60.81.01.21.41.612/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Flow (mgd)Flow CalibrationRainADWFMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000.00.51.01.52.02.53.03.54.012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Velocity (ft/s)Velocity CalibrationRainMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.6000005101520253012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/15-minutes)Level (inches)Level CalibrationRainMeasured DataModeled DataAGENDA ITEM #6. o) FLOW MONITORING MH0286 WET WEATHER FLOW CALIBRATIONLong-range Wastewater Management PlanCity of RentonLocation: Oakside Ave and SW Grady WayPipeline diameter: 15''City Manhole ID: MH0286Model Mahhole ID: Silt Level at Site: ''0.000.100.200.300.400.500.600.00.20.40.60.81.01.21.412/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/19Rain (inches/15-minutes)Velocity (ft/s)Velocity CalibrationRainMeasured DataModeled Data0.000.100.200.300.400.500.6001234567891012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/19Rain (inches/15-minutes)Level (inches)Level CalibrationRainMeasured DataModeled Data0.000.050.100.150.200.250.300.00.00.00.10.10.10.10.10.212/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/19Rain (inches/15-minutes)Flow (mgd)Flow CalibrationRainADWFMeasured DataModeled DataAGENDA ITEM #6. o) FLOW MONITORING MH0537 WET WEATHER FLOW CALIBRATIONLong-range Wastewater Management PlanCity of RentonLocation: 2803 Burnett AvePipeline diameter: 8''City Manhole ID: MH0537Model Mahhole ID: Silt Level at Site: ''0.000000.100000.200000.300000.400000.500000.600000.00.10.20.30.40.50.60.712/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Flow (mgd)Flow CalibrationRainADWFMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000.02.04.06.08.010.012.012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Velocity (ft/s)Velocity CalibrationRainMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000112233412/2212/2612/301/31/71/111/151/191/231/271/312/42/82/122/162/202/242/283/43/83/123/163/203/243/284/14/54/94/134/174/21Rain (inches/15-minutes)Level (inches)Level CalibrationRainMeasured DataModeled DataAGENDA ITEM #6. o) FLOW MONITORING MH1360 WET WEATHER FLOW CALIBRATIONLong-range Wastewater Management PlanCity of RentonLocation: Ferndale and 7th StPipeline diameter: 10.75''City Manhole ID: MH1360Model Mahhole ID: Silt Level at Site: ''0.000000.100000.200000.300000.400000.500000.600000.00.20.40.60.81.01.212/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Flow (mgd)Flow CalibrationRainADWFMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000.01.02.03.04.05.06.07.08.012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Velocity (ft/s)Velocity CalibrationRainMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.6000002468101212/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/15-minutes)Level (inches)Level CalibrationRainMeasured DataMeasured DataAGENDA ITEM #6. o) FLOW MONITORING MH1763 WET WEATHER FLOW CALIBRATIONLong-range Wastewater Management PlanCity of RentonLocation: 3000 SE th StPipeline diameter: 15''City Manhole ID: MH1763Model Mahhole ID: Silt Level at Site: ''0.000000.100000.200000.300000.400000.500000.600000.00.10.20.30.40.50.60.70.812/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Flow (mgd)Flow CalibrationRainADWFMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000.00.10.20.30.40.50.60.70.80.91.012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Velocity (ft/s)Velocity CalibrationRainMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000246810121416182012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/15-minutes)Level (inches)Level CalibrationRainMeasured DataModeled DataAGENDA ITEM #6. o) FLOW MONITORING MH2116 WET WEATHER FLOW CALIBRATIONLong-range Wastewater Management PlanCity of RentonLocation: Shattuck Ave and Tobin StPipeline diameter: 14.5''City Manhole ID: MH2116Model Mahhole ID: Silt Level at Site: ''0.000000.100000.200000.300000.400000.500000.600000.00.51.01.52.02.512/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Flow (mgd)Flow CalibrationRainADWFMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000.00.51.01.52.02.53.03.54.04.55.012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Velocity (ft/s)Velocity CalibrationRainMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000246810121416182012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/15-minutes)Level (inches)Level CalibrationRainMeasured DataSeries4AGENDA ITEM #6. o) FLOW MONITORING MH2171 WET WEATHER FLOW CALIBRATIONLong-range Wastewater Management PlanCity of RentonLocation: 540 Burnett Ave SPipeline diameter: 11.25''City Manhole ID: MH2171Model Mahhole ID: Silt Level at Site: ''0.000000.100000.200000.300000.400000.500000.600000.00.10.20.30.40.50.60.70.80.91.012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Flow (mgd)Flow CalibrationRainADWFMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000.00.51.01.52.02.512/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Velocity (ft/s)Velocity CalibrationRainMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.6000002468101212/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/15-minutes)Level (inches)Level CalibrationRainMeasured DataModeled DataAGENDA ITEM #6. o) FLOW MONITORING MH2252 WET WEATHER FLOW CALIBRATIONLong-range Wastewater Management PlanCity of RentonLocation: Rainier and Grady WayPipeline diameter: 18''City Manhole ID: MH2252Model Mahhole ID: Silt Level at Site: ''0.000000.100000.200000.300000.400000.500000.600000.00.51.01.52.02.53.03.54.012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Flow (mgd)Flow CalibrationRainADWFMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000.01.02.03.04.05.06.07.08.012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Velocity (ft/s)Velocity CalibrationRainMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000123456712/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/15-minutes)Level (inches)Level CalibrationRainMeasured DataModeled DataAGENDA ITEM #6. o) FLOW MONITORING MH2999 WET WEATHER FLOW CALIBRATIONLong-range Wastewater Management PlanCity of RentonLocation: 3431 Shattuck Ave SPipeline diameter: 8''City Manhole ID: MH2999Model Mahhole ID: Silt Level at Site: ''0.000000.100000.200000.300000.400000.500000.600000.00.10.20.30.40.50.612/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Flow (mgd)Flow CalibrationRainADWFMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000.01.02.03.04.05.06.07.08.012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Velocity (ft/s)Velocity CalibrationRainMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.60000011223344512/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/15-minutes)Level (inches)Level CalibrationRainMeasured DataModeled DataAGENDA ITEM #6. o) FLOW MONITORING MH3216 WET WEATHER FLOW CALIBRATIONLong-range Wastewater Management PlanCity of RentonLocation: West of 4022 Talbot Rd SPipeline diameter: 7.38''City Manhole ID: MH3216Model Mahhole ID: Silt Level at Site: ''0.000000.100000.200000.300000.400000.500000.60000-0.10.00.10.10.20.20.312/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Flow (mgd)Flow CalibrationRainADWFMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000.00.20.40.60.81.01.21.41.61.82.012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Velocity (ft/s)Velocity CalibrationRainMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.60000012345612/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/15-minutes)Level (inches)Level CalibrationRainMeasured DataModeled DataAGENDA ITEM #6. o) FLOW MONITORING MH3625 WET WEATHER FLOW CALIBRATIONLong-range Wastewater Management PlanCity of RentonLocation: 4201 NE Sunset BlvdPipeline diameter: 12''City Manhole ID: MH3625Model Mahhole ID: Silt Level at Site: ''0.000000.100000.200000.300000.400000.500000.600000.00.20.40.60.81.01.21.41.61.812/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Flow (mgd)Flow CalibrationRainADWFMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000.00.51.01.52.02.53.03.54.04.55.012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Velocity (ft/s)Velocity CalibrationRainMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.6000002468101212/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/15-minutes)Level (inches)Level CalibrationRainMeasured DataSeries4AGENDA ITEM #6. o) FLOW MONITORING MH4628 WET WEATHER FLOW CALIBRATIONLong-range Wastewater Management PlanCity of RentonLocation: 766 Monroe Ave NEPipeline diameter: 10.38''City Manhole ID: MH4628Model Mahhole ID: Silt Level at Site: ''0.000000.100000.200000.300000.400000.500000.600000.00.20.40.60.81.01.212/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Flow (mgd)Flow CalibrationRainADWFMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000.01.02.03.04.05.06.07.08.012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Velocity (ft/s)Velocity CalibrationRainMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.6000001234567891012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/15-minutes)Level (inches)Level CalibrationRainMeasured DataModeled DataAGENDA ITEM #6. o) FLOW MONITORING MH4646 WET WEATHER FLOW CALIBRATIONLong-range Wastewater Management PlanCity of RentonLocation: 582 Bronson Way NEPipeline diameter: 8''City Manhole ID: MH4646Model Mahhole ID: Silt Level at Site: ''0.000000.100000.200000.300000.400000.500000.600000.00.10.10.20.20.30.30.40.412/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Flow (mgd)Flow CalibrationRainADWFMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000.02.04.06.08.010.012.012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Velocity (ft/s)Velocity CalibrationRainMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.6000001234567891012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/15-minutes)Level (inches)Level CalibrationRainMeasured DataModeled DataAGENDA ITEM #6. o) FLOW MONITORING MH5302 WET WEATHER FLOW CALIBRATIONLong-range Wastewater Management PlanCity of RentonLocation: Royal Hills and SE Harrington PlPipeline diameter: 14''City Manhole ID: MH5302Model Mahhole ID: Silt Level at Site: ''0.000000.100000.200000.300000.400000.500000.600000.81.31.82.32.83.33.84.34.85.35.812/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Flow (mgd)Flow CalibrationRainADWFMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000.01.02.03.04.05.06.012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Velocity (ft/s)Velocity CalibrationRainMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.60000024681012141612/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/15-minutes)Level (inches)Level CalibrationRainMeasured DataSeries4AGENDA ITEM #6. o) FLOW MONITORING MH5505 WET WEATHER FLOW CALIBRATIONLong-range Wastewater Management PlanCity of RentonLocation: 4444 NE Sunset BlvdPipeline diameter: 10''City Manhole ID: MH5505Model Mahhole ID: Silt Level at Site: ''0.000000.100000.200000.300000.400000.500000.600000.00.20.40.60.81.01.212/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Flow (mgd)Flow CalibrationRainADWFMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000.01.02.03.04.05.06.07.08.09.012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Velocity (ft/s)Velocity CalibrationRainMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.6000001234567891012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/15-minutes)Level (inches)Level CalibrationRainMeasured DataModeled DataAGENDA ITEM #6. o) FLOW MONITORING MH5519 WET WEATHER FLOW CALIBRATIONLong-range Wastewater Management PlanCity of RentonLocation: Access via Talbot Rd SPipeline diameter: 10.25''City Manhole ID: MH5519Model Mahhole ID: Silt Level at Site: ''0.000000.100000.200000.300000.400000.500000.600000.00.20.40.60.81.01.212/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Flow (mgd)Flow CalibrationRainADWFMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000.01.02.03.04.05.06.07.08.012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Velocity (ft/s)Velocity CalibrationRainMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.6000001234567891012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/15-minutes)Level (inches)Level CalibrationRainMeasured DataSeries4AGENDA ITEM #6. o) FLOW MONITORING MH6041 WET WEATHER FLOW CALIBRATIONLong-range Wastewater Management PlanCity of RentonLocation: Edmonds Ave and NE Sunset BlvdPipeline diameter: 8''City Manhole ID: MH6041Model Mahhole ID: Silt Level at Site: ''0.000000.100000.200000.300000.400000.500000.600000.00.10.10.20.20.30.30.412/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Flow (mgd)Flow CalibrationRainADWFMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000.01.02.03.04.05.06.07.012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Velocity (ft/s)Velocity CalibrationRainMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000112233445512/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/15-minutes)Level (inches)Level CalibrationRainMeasured DataSeries4AGENDA ITEM #6. o) FLOW MONITORING MH6704 WET WEATHER FLOW CALIBRATIONLong-range Wastewater Management PlanCity of RentonLocation: 2623 NE Sunset BlvdPipeline diameter: 12''City Manhole ID: MH6704Model Mahhole ID: Silt Level at Site: ''0.000000.100000.200000.300000.400000.500000.600000.00.10.10.20.20.30.30.40.40.512/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Flow (mgd)Flow CalibrationRainADWFMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000.01.02.03.04.05.06.07.08.09.010.012/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/hour)Velocity (ft/s)Velocity CalibrationRainMeasured DataModeled Data0.000000.100000.200000.300000.400000.500000.600000112233412/2512/291/21/61/101/141/181/221/261/302/32/72/112/152/192/232/273/33/73/113/153/193/233/273/314/44/84/124/164/20Rain (inches/15-minutes)Level (inches)Level CalibrationRainMeasured DataModeled DataAGENDA ITEM #6. o) AGENDA ITEM #6. o) APPENDICES | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 Appendix I TM 4 - RISK FINDINGS AGENDA ITEM #6. o) AGENDA ITEM #6. o) 1218 THIRD AVENUE, SUITE 1600 • SEATTLE, WASHINGTON 98101 • P. 206.684.6532 • F. 206.903.0419 pw://Carollo/Documents/Client/WA/Renton/9971A00/Deliverables/TM01.docx CITY OF RENTON LONG-RANGE WASTEWATER MANAGEMENT PLAN TECHNICAL MEMORANDUM NO. 4 RISK FINDINGS DRAFT June 2017 This document is released for the purpose of information exchange review and planning only under the authority of Lara R. Kammereck, June 16, 2017, 34428, WA. AGENDA ITEM #6. o) AGENDA ITEM #6. o) June 2017 - DRAFT i pw:\\Carollo/Documents\Client/WA/Renton/9971A00/Deliverables\TM01.docx CITY OF RENTON LONG-RANGE WASTEWATER MANAGEMENT PLAN TECHNICAL MEMORANDUM NO. 4 RISK FINDINGS TABLE OF CONTENTS Page No. 1.0 INTRODUCTION/METHODOLOGY...................................................................... 4-1 1.1 Methodology .............................................................................................. 4-1 2.0 CRITERIA ............................................................................................................. 4-2 3.0 DATA SOURCES .................................................................................................. 4-6 4.0 SCORING ............................................................................................................. 4-6 4.1 Vulnerability Score Range ......................................................................... 4-6 4.2 Criticality Score Range .............................................................................. 4-7 4.3 Risk Scoring .............................................................................................. 4-7 5.0 VULNERABILITY RESULTS ................................................................................. 4-8 6.0 CRITICALITY RESULTS ..................................................................................... 4-23 7.0 RISK ................................................................................................................... 4-41 LIST OF TABLES Table 2.1 Vulnerability Criteria ..................................................................................... 4-3 Table 2.2 Criticality Criteria ......................................................................................... 4-4 Table 4.1 Vulnerability Score Range ........................................................................... 4-6 Table 4.2 Criticality Score Range ................................................................................ 4-7 Table 4.3 Normalized Risk Ratings.............................................................................. 4-8 Table 5.1 Vulnerability Score by Length ...................................................................... 4-8 Table 6.1 Criticality Score Range .............................................................................. 4-23 Table 7.1 Normalized Risk Ratings............................................................................ 4-41 Table 7.2 Pipe Length Totals Based on Risk Rating .................................................. 4-41 LIST OF FIGURES Figure 5.1 Summary of Vulnerability Scoring ................................................................ 4-9 Figure 5.2 Structural Condition, CCTV Inspection Results .......................................... 4-11 Figure 5.3 O&M Condition, CCTV Inspection Results ................................................. 4-13 Figure 5.4 Remaining Useful Life Results ................................................................... 4-15 Figure 5.5 Frequency of Preventative Maintenance .................................................... 4-17 Figure 5.6 Slope of Pipe Segment Results ................................................................. 4-19 Figure 5.7 Vulnerability Criteria Results ...................................................................... 4-21 AGENDA ITEM #6. o) June 2017 - DRAFT ii pw:\\Carollo/Documents\Client/WA/Renton/9971A00/Deliverables\TM01.docx Figure 6.1 Summary of Criticality Rating and Scores .................................................. 4-24 Figure 6.2 Cost to Repair Failure Results ................................................................... 4-25 Figure 6.3 Loss of Critical Infrastructure and Transportation Links Results ................. 4-27 Figure 6.4 Damage to Property Results ...................................................................... 4-29 Figure 6.5 Environmental Impacts Results.................................................................. 4-31 Figure 6.6 Loss of Service to Customers Results ....................................................... 4-33 Figure 6.7 Reputational Damage Results ................................................................... 4-35 Figure 6.8 Damage to Local Business and Economy Results ..................................... 4-37 Figure 6.9 Criticality Criteria Results ........................................................................... 4-39 Figure 7.1 Map of Criticality x Vulnerability ................................................................. 4-43 AGENDA ITEM #6. o) June 2017 - DRAFT 4-1 pw:\\Carollo/Documents\Client/WA/Renton/9971A00/Deliverables\TM01.docx Technical Memorandum No. 4 RISK FINDINGS 1.0 INTRODUCTION/METHODOLOGY The City of Renton (City) requested Carollo Engineers, Inc. (Carollo) to develop a risk-based prioritization for their repair and replacement (R&R) projects in conjunction with implementation of Phase 2 of the City’s closed-circuit television (CCTV) Implementation program. The City’s risk based R&R program will be an important component meeting the City's goal to: • Provide adequate, reliable sanitary sewer service at a minimum cost to the customer. Risk of an asset (pipe, manhole, pump, etc.) is a measure of the impact of asset failure on the overall system. Risk is calculated as the product of criticality and vulnerability, or Risk = Criticality x Vulnerability Criticality represents the consequence of failure, and the vulnerability represents the likelihood of failure. This assessment is at a conceptual planning level and does not include survey, site inspections, or other detailed investigations. 1.1 Methodology A risk ranking was developed for all gravity collection pipelines in the system during the study. The vulnerability and criticality criteria, data sources, and levels were identified. Criteria were developed from the Halcrow Risk and Remaining Life Planning Tools (Weber Davis Aqueduct, March 2011), which was consistent with the City’s prior risk based R&R prioritization of force mains (Existing Force Main Condition Assessment and Lift Station Evaluation, Carollo 2016). The Halcrow criteria were refined for meet the City’s objectives and available data sources. Data sources and levels were chosen that represented the selected criteria, were readily available, and that could be applied consistently across the entire system. Once the criteria and data sources were set, each pipe segment was assigned a score based criteria ratings in GIS. The levels varied from negligible criticality or vulnerability (Level 1) to severe (Level 4). The levels are represented numerically as 1 to 4. W eighted factors were applied to reflect the City’s priorities. The pipe segments' weight for each criteria were then summed to find a final vulnerability and criticality score for that segment. Those two scores were then combined into 16 different "criticality, vulnerability" combinations (for example, 1,2; 2,3; or 4,4), and each combination was categorized with a risk ranking of low, moderately-low, moderately-high, and high. AGENDA ITEM #6. o) June 2017 - DRAFT 4-2 pw:\\Carollo/Documents\Client/WA/Renton/9971A00/Deliverables\TM01.docx 2.0 CRITERIA Tables 2.1 and 2.2 show the criteria, weighting, and description of each level for vulnerability and criticality, respectively. These criteria and data sources reflect an iterative refinement process that reflected the City’s typical key decision factors and the perceived accuracy of the data. Where the decision factors or available data did not support four levels of scoring two levels of scoring were typically used. For example, the criticality criterion for environmental impacts receives a level of 3 when within 50 feet from a critical area and a level of 1 at greater distances. Given the high level of the critical area data, the City was not comfortable in differentiating the criteria further without a site-specific investigation (wetland delineation, geotechnical analysis, etc.). These site-specific analyses are generally conducted as part of the design of the R&R project and could not be reasonably completed City wide. A total score was calculated for each criteria for all gravity collection pipes in the system. For example, if a pipe segment's remaining useful life (RUL) was between five and ten years, the segment would fall into the Vulnerability Level 3, or moderate, rating. Multiplying the level of three (3) by an RUL weight of one (1), the final weighed level for that criteria would be 3 x 1 = 3. The same calculation would be made for the remaining criteria and summed for an overall score. To aid in review, a consistent color scheme is applied to the levels and scores in all mapping. Additionally, a code was given for each criteria for simplicity when identifying the criteria on the figures later in this Technical Memo (TM). AGENDA ITEM #6. o) June 2017 - DRAFT 4-3 pw:\\Carollo/Documents\Client/WA/Renton/9971A00/Deliverables\TM01.docx Table 2.1 Vulnerability Criteria Long-Range Wastewater Management Plan City of Renton Criteria Code Weighting Level 1 Level 2 Level 3 Level 4 Structural Condition, CCTV Inspection Results CCTV STRUCTURAL 1 Negligible Pipe not yet inspected: material is PVC or DIP Structural NASSCO Score ≤ 2 Low Pipe not yet inspected: all other materials Structural NASSCO Score > 2 and ≤ 3 Moderate Structural NASSCO Score > 3 and ≤ 4 Severe Structural NASSCO Score > 4 O&M Condition, CCTV Inspection Results CCTV OM 1 Negligible Pipe not yet inspected: material is PVC or DIP O&M NASSCO Score ≤ 2 Low Pipe not yet inspected: all other materials O&M NASSCO Score > 2 and ≤ 3 Moderate O&M NASSCO Score > 3 and ≤ 4 Severe O&M NASSCO Score > 4 Remaining Useful Life Estimate RUL 1 Negligible RUL > 20 years Low RUL between 10 and 20 years Moderate RUL between 5 and 10 years Severe Less than 5 years RUL Frequency of Preventative Maintenance MAINT 1 Negligible No Cleaning Low Annual OR Biannual Cleaning Moderate Monthly or Quarterly Cleaning Severe Biweekly or Weekly Cleaning Slope of Pipe Segment SLOPE 1 Negligible Slope > 0.5% Low Slope ≤ 0.5% Moderate Severe AGENDA ITEM #6. o) June 2017 - DRAFT 4-4 pw:\\Carollo/Documents\Client/WA/Renton/9971A00/Deliverables\TM01.docx Table 2.2 Criticality Criteria Long-Range Wastewater Management Plan City of Renton Criteria Code Weighting Level 1 Level 2 Level 3 Level 4 Cost to Repair Failure REPAIR 1 Small Repair Effort by City Crew Pipe Diameter: ≤ 12" AND Pipe Depth: <12' Large Repair Effort by City Crew Pipe Diameter: > 12" AND Pipe Depth: <12' Small Repair Effort by Contractor Pipe Diameter: ≤ 12" AND Pipe Depth: ≥12' Large Repair Effort by Contractor Pipe Diameter: > 12" AND Pipe Depth: ≥12' Loss of Critical Infrastructure and Transportation Links TRANS 2 Negligible No Site of Interest OR Non-arterials Low No Site of Interest OR Collector Street Moderate Site of Interest OR Arterial Street Severe Critical Infrastructure OR Freeways Damage to Property PROP 1 Negligible Distance to Building Footprint - > 10 ft Moderate Distance to Building Footprint ≤ 10 ft Environmental Impacts to waterway, wetland, or other Sensitive Area ENV 1 Negligible Distance from Critical Area > 50 ft Moderate Distance to Critical Area < 50 ft Loss of Service to Customers LOS 1 Negligible Collection Line Moderate Trunk Line Reputational Damage REP 1 Negligible Outside Wellfield Capture Zone OR Low Moderate Severe Within 200 ft. of Wellfield OR AGENDA ITEM #6. o) June 2017 - DRAFT 4-5 pw:\\Carollo/Documents\Client/WA/Renton/9971A00/Deliverables\TM01.docx Table 2.2 Criticality Criteria Long-Range Wastewater Management Plan City of Renton Criteria Code Weighting Level 1 Level 2 Level 3 Level 4 Distance to Critical Water Body >200 ft Within 5 year Wellfield Capture Zone OR 2. Distance to Critical Water Body > 100 ft and ≤ 200 ft Within 1 year Wellfield Capture Zone OR 2. Distance to Critical Water Body > 50 ft and ≤ 100 ft Distance to Critical Water Body <50 ft Damage to Local Business and Economy BIZ 1 Negligible Pipeline outside of Overlay District Moderate Pipeline within Overlay District AGENDA ITEM #6. o) June 2017 - DRAFT 4-6 pw:\\Carollo/Documents\Client/WA/Renton/9971A00/Deliverables\TM01.docx 3.0 DATA SOURCES Data sources were largely available for the majority of the gravity collection system. Where data was missing (typically less than 2 percent of records), a Level 1 designation was assigned, except for CCTV criteria. The majority of the system has not undergone National Association of Sewer Services Companies (NASSCO) based CCTV inspections; therefore data is limited. Based on the NASSCO based CCTV inspections completed to date, pipes without data were rated based on material. A detailed list of the data sources used for this technical memo can be found in the Pipe Risk Calculation technical memo. 4.0 SCORING The following section shows the three types of scoring used to find the risk ranking. A detailed description of the scoring and how it was implemented can be found in the Pipe Risk Calculation technical memo. 4.1 Vulnerability Score Range Weighted vulnerability levels for each pipe segment were summed up to find a total score for that pipe. For the force main risk assessment, vulnerability scores were separated into four levels, roughly equal to each other. For this study, scores were instead selected based on point ratings for specific conditions. Pipes with a criterion at a Level 3 or 4 received a vulnerability score of 3. Pipes with multiple of Level 3 and 4 criteria received a vulnerability score of 4. The adjusted scores are shown in the Table 4.1. Table 4.1 Vulnerability Score Range Long-Range Wastewater Management Plan City of Renton Vulnerability Level Minimum Score Maximum Score 1 (negligible) 5 5 2 (low) 6 6 3 (moderate) 7 9 4 (severe) 10 16 AGENDA ITEM #6. o) June 2017 - DRAFT 4-7 pw:\\Carollo/Documents\Client/WA/Renton/9971A00/Deliverables\TM01.docx 4.2 Criticality Score Range Similar to the vulnerability score range, the criticality ranges were selected point ratings based on specific conditions and shown in Table 4.2. The minimum criticality score any pipe can receive is an 8, which would be the minimum scores for each criteria and assigned a criticality level of 1. Pipes with two Level 3 criteria result in a score in the Level 3 Criticality range. Multiple Level 3 and 4 criteria ratings result in a score in the Level 4 Criticality range. The rest of the levels are also shown in Table 4.2. Table 4.2 Criticality Score Range Long-Range Wastewater Management Plan City of Renton Criticality Level Minimum Score Maximum Score 1 (negligible) 8 8 2 (low) 9 10 3 (moderate) 11 15 4 (severe) 16 23 4.3 Risk Scoring The criticality, vulnerability, and risk ranking for each collection main were quantified in a relative risk scale, with one representing the lowest risk and four representing the highest risk. Table 4.3 below shows how the risk rating is scored based on the criticality and vulnerability scores. It is recommended that the City implement the following actions based on the risk ranking the pipes receive: • High Risk pipes should be prioritized for R&R. More frequent monitoring and/or preventative maintenance is recommended for these pipes until they are repaired or replaced. • Moderately high risk pipes should be frequently monitored. • Moderately low risk pipes should be monitored on a bi-monthly basis. • Low risk pipe are typically monitored on a yearly basis. AGENDA ITEM #6. o) June 2017 - DRAFT 4-8 pw:\\Carollo/Documents\Client/WA/Renton/9971A00/Deliverables\TM01.docx Table 4.3 Normalized Risk Ratings Long-Range Wastewater Management Plan City of Renton Normalized Risk Ranking Vulnerability Level 4 (severe) Moderately Low Moderately High High High 3 (moderate) Moderately Low Moderately High Moderately High High 2 (low) Low Moderately Low Moderately High Moderately High 1 (negligible) Low Low Moderately Low Moderately Low 1 (negligible) 2 (low) 3 (moderate) 4 (severe) Criticality Level 5.0 VULNERABILITY RESULTS Table 5.1 shows the amount of pipe found in each vulnerability level. Approximately 45 percent of the City's system is considered a negligible vulnerability. Pipes having a low and moderate vulnerability make up approximately 14 and 31 percent of the system, respectfully. The City has approximately 10 percent of their system in the severe vulnerability. Table 5.1 Vulnerability Score by Length Long-Range Wastewater Management Plan City of Renton Vulnerability Level Length (feet) Percent 1 (negligible) 589,783 45% 2 (low) 180,580 14% 3 (moderate) 397,772 31% 4 (severe) 133,099 10% Total: 1,301,234 100% Figure 5.1 shows the summary of the four vulnerability criteria given the rating. In general, each criteria increases as the level increases. The remaining useful life (RUL) criteria shows the most change as the level increases. AGENDA ITEM #6. o) June 2017 - DRAFT 4-9 pw:\\Carollo/Documents\Client/WA/Renton/9971A00/Deliverables\TM01.docx Figure 5.1 Summary of Vulnerability Scoring The results of the vulnerability scores for each criteria are shown in Figures 5.2 through 5.7. The levels for each criteria are typically identified by the following colors: • Red = Level 4 (severe) • Orange = Level 3 (moderate) • Dark Green = Level 2 (low) • Light Green = Level 1 (negligible) Showing the individual criteria on a map of the City's system gives the City a clear snapshot of where the current problem areas are located and what potential problem areas could occur if not monitored. For example, Figure 5.4 shows a large area of red pipe that have a vulnerability level of 4, or severe. This would indicate that most of this area has pipe with an RUL of less than five years, and should be reviewed for possible R&R in the near future. Figure 5.7 shows the overall vulnerability scores. A large portion of moderate to severe pipe is located in the northern part of the City, east of the interstate. This is mainly due to the RUL of the pipe, and some pipe requiring periodic cleaning. CCTV Structural CCTV Structural CCTV Structural CCTV Structural CCTV OM CCTV OM CCTV OM CCTV OMRULRUL RUL RUL MAINT MAINT MAINT MAINT SLOPE SLOPE SLOPE SLOPE 0 1 2 3 4 5 6 7 8 9 10 1 2 3 4Total Vulnerability ScoreVulnerabiliity Rating AGENDA ITEM #6. o) AGENDA ITEM #6. o) MaplewoodSE Petrovitsky Rd Be a c o n W a y S SE 168th StOakesdale Ave SWSW 7th St SW 16th St SR 167SE 192nd StInterurban TrailCeda r R i v e r T r a i l SW SunsetBlvd Monroe Ave NENile Ave NESE 116th St N 6th St Garden Ave NN 4th St RentonA v e S Rainer Ave N132nd Ave SE§¨¦405 §¨¦405 N 40th St N 29th St Edmonds Ave NEDisclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton, WA O 0 0.5 10.25 Miles Last Revised: June 14, 2017 \\io-fs-1\Data\GISBackup\Renton\CricalityAnalysis\AllCriteriaFigures.mxd LONG-RANGE WASTEWATER MANAGEMENT PLAN – RISK ASSESSMENT | TM 2 | CITY OF RENTON Figure 5.2 Structural Condition, CCTV Inspection Results Legend City of Renton Street Centerlines Level 1 (Negligible) Level 2 (Low) Level 3 (Moderate) Level 4(Severe) AGENDA ITEM #6. o) AGENDA ITEM #6. o) MaplewoodSE Petrovitsky Rd Be a c o n W a y S SE 168th StOakesdale Ave SWSW 7th St SW 16th St SR 167SE 192nd StInterurban TrailCeda r R i v e r T r a i l SW SunsetBlvd Monroe Ave NENile Ave NESE 116th St N 6th St Garden Ave NN 4th St RentonA v e S Rainer Ave N132nd Ave SE§¨¦405 §¨¦405 N 40th St N 29th St Edmonds Ave NEDisclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton, WA O 0 0.5 10.25 Miles Last Revised: June 14, 2017 \\io-fs-1\Data\GISBackup\Renton\CricalityAnalysis\AllCriteriaFigures.mxd LONG-RANGE WASTEWATER MANAGEMENT PLAN – RISK ASSESSMENT | TM 2 | CITY OF RENTON Figure 5.3 O&M Condition, CCTV Inspection Results Legend City of Renton Street Centerlines Level 1 (Negligible) Level 2 (Low) Level 3 (Moderate) Level 4(Severe) AGENDA ITEM #6. o) AGENDA ITEM #6. o) MaplewoodSE Petrovitsky Rd Be a c o n W a y S SE 168th StOakesdale Ave SWSW 7th St SW 16th St SR 167SE 192nd StInterurban TrailCeda r R i v e r T r a i l SW SunsetBlvd Monroe Ave NENile Ave NESE 116th St N 6th St Garden Ave NN 4th St RentonA v e S Rainer Ave N132nd Ave SE§¨¦405 §¨¦405 N 40th St N 29th St Edmonds Ave NEDisclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton, WA O 0 0.5 10.25 Miles Last Revised: June 14, 2017 \\io-fs-1\Data\GISBackup\Renton\CricalityAnalysis\AllCriteriaFigures.mxd LONG-RANGE WASTEWATER MANAGEMENT PLAN – RISK ASSESSMENT | TM 2 | CITY OF RENTON Figure 5.4 Remaining Useful Life Results Legend City of Renton Street Centerlines Level 1 (Negligible) Level 2 (Low) Level 3 (Moderate) Level 4(Severe) AGENDA ITEM #6. o) AGENDA ITEM #6. o) MaplewoodSE Petrovitsky Rd Be a c o n W a y S SE 168th StOakesdale Ave SWSW 7th St SW 16th St SR 167SE 192nd StInterurban TrailCeda r R i v e r T r a i l SW SunsetBlvd Monroe Ave NENile Ave NESE 116th St N 6th St Garden Ave NN 4th St RentonA v e S Rainer Ave N132nd Ave SE§¨¦405 §¨¦405 N 40th St N 29th St Edmonds Ave NEDisclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton, WA O 0 0.5 10.25 Miles Last Revised: June 14, 2017 \\io-fs-1\Data\GISBackup\Renton\CricalityAnalysis\AllCriteriaFigures.mxd LONG-RANGE WASTEWATER MANAGEMENT PLAN – RISK ASSESSMENT | TM 2 | CITY OF RENTON Figure 5.5 Frequency of Preventative Mainenance Legend City of Renton Street Centerlines Level 1 (Negligible) Level 2 (Low) Level 3 (Moderate) Level 4(Severe) AGENDA ITEM #6. o) AGENDA ITEM #6. o) MaplewoodSE Petrovitsky Rd Be a c o n W a y S SE 168th StOakesdale Ave SWSW 7th St SW 16th St SR 167SE 192nd StInterurban TrailCeda r R i v e r T r a i l SW SunsetBlvd Monroe Ave NENile Ave NESE 116th St N 6th St Garden Ave NN 4th St RentonA v e S Rainer Ave N132nd Ave SE§¨¦405 §¨¦405 N 40th St N 29th St Edmonds Ave NEDisclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton, WA O 0 0.5 10.25 Miles Last Revised: June 14, 2017 \\io-fs-1\Data\GISBackup\Renton\CricalityAnalysis\AllCriteriaFigures.mxd LONG-RANGE WASTEWATER MANAGEMENT PLAN – RISK ASSESSMENT | TM 2 | CITY OF RENTON Figure 5.6 Slope of Pipe Segment Results Legend City of Renton Street Centerlines Level 1 (Negligible) Level 2 (Low) AGENDA ITEM #6. o) AGENDA ITEM #6. o) MaplewoodSE Petrovitsky Rd Be a c o n W a y S SE 168th StOakesdale Ave SWSW 7th St SW 16th St SR 167SE 192nd StInterurban TrailCeda r R i v e r T r a i l SW SunsetBlvd Monroe Ave NENile Ave NESE 116th St N 6th St Garden Ave NN 4th St RentonA v e S Rainer Ave N132nd Ave SE§¨¦405 §¨¦405 N 40th St N 29th St Edmonds Ave NEDisclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton, WA O 0 0.5 10.25 Miles Last Revised: June 14, 2017 \\io-fs-1\Data\GISBackup\Renton\CricalityAnalysis\AllCriteriaFigures.mxd LONG-RANGE WASTEWATER MANAGEMENT PLAN – RISK ASSESSMENT | TM 2 | CITY OF RENTON Figure 5.7 Vulnerability Criteria Ranking Level 1 (Negligible) Level 2 (Low) Level 3 (Moderate) Level 4(Severe) Legend City of Renton Street Centerlines AGENDA ITEM #6. o) AGENDA ITEM #6. o) June 2017 - DRAFT 4-23 pw:\\Carollo/Documents\Client/WA/Renton/9971A00/Deliverables\TM01.docx 6.0 CRITICALITY RESULTS Table 6.1 shows the amount of pipe found in each criticality level. Criticality level 1 pipes make up approximately 25.7 percent of the total pipe count. Criticality Level 2 pipes make up approximately 27.1 percent of the total pipe count. Pipes that fall into criticality level 3 represent approximately 34.7 percent of the total count. Pipes found in criticality level 4 have scores between 16 and 23, and make up approximately 13 percent of the total count. Table 6.1 Criticality Score Range Long-Range Wastewater Management Plan City of Renton Criticality Level Length (feet) 1 (negligible) 333,777 2 (low) 352,977 3 (moderate) 447,195 4 (severe) 167,286 Total: 1,301,234 Figure 6.1 shows the total criticality scores broken down for each criticality rating of the seven criteria for criticality. Each rating falls within the score range as shown in Table 4.2. The Loss of Critical Infrastructure and Transportation Links criteria increases significantly as the rating increases. This is due to both the larger weight it is given and the City's pipe segments being near critical infrastructure or a freeway. AGENDA ITEM #6. o) June 2017 - DRAFT 4-24 pw:\\Carollo/Documents\Client/WA/Renton/9971A00/Deliverables\TM01.docx Figure 6.1 Summary of Criticality Rating and Scores The results of the criticality scores for each criteria are shown in Figures 6.2 to 6.9. Similar to the vulnerability maps, the levels of criteria are color-coded to identify the different levels when compared with the location of the pipe. Figure 6.9 shows the overall criticality criteria ranking, with the majority of pipe in the severe and moderate levels located near the downtown area and major roadways. Figure 6.3 shows the moderate and severe level pipe found near the City's arterial streets and freeways. Figure 6.8 identifies the City's downtown area as moderately critical, as the area is an Overlay District. The results are reasonable, since pipe in these areas would have a larger impact to the system should they be damaged. REPAIR REPAIR REPAIR REPAIRTRANSTRANSTRANS TRANS PROP PROP PROP PROP LOS LOS LOS LOS ENV ENV ENV ENV REP REP REP REP BIZ BIZ BIZ BIZ 0 2 4 6 8 10 12 14 16 18 20 1 2 3 4Total Criticality ScoreCriticality Rating AGENDA ITEM #6. o) MaplewoodSE Petrovitsky Rd Be a c o n W a y S SE 168th StOakesdale Ave SWSW 7th St SW 16th St SR 167SE 192nd StInterurban TrailCeda r R i v e r T r a i l SW SunsetBlvd Monroe Ave NENile Ave NESE 116th St N 6th St Garden Ave NN 4th St RentonA v e S Rainer Ave N132nd Ave SE§¨¦405 §¨¦405 N 40th St N 29th St Edmonds Ave NEDisclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton, WA O 0 0.5 10.25 Miles Last Revised: June 13, 2017 \\io-fs-1\Data\GISBackup\Renton\CricalityAnalysis\AllCriteriaFigures.mxd LONG-RANGE WASTEWATER MANAGEMENT PLAN – RISK ASSESSMENT | TM 2 | CITY OF RENTON Figure 6.2 Cost to Repair Failure Results Level 1 (Negligible) Level 2 (Low) Level 3 (Moderate) Level 4(Severe) Legend City of Renton Street Centerlines AGENDA ITEM #6. o) AGENDA ITEM #6. o) m m m m m m m m m m m m m m m m m m m m !A !A !A !ï !ï !ï !ï !ï !ï !ï !ï !ï !ï !ï !ï !ï !ï !ï !ï !ï !A !A H!A à !A m m m m m m mm m m m m m m m m m m m m m m m mo m m MaplewoodSE Petrovitsky Rd Be a c o n W a y S SE 168th StOakesdale Ave SWSW 7th St SW 16th St SR 167SE 192nd StInterurban TrailCeda r R i v e r T r a i l SW SunsetBlvd Monroe Ave NENile Ave NESE 116th St N 6th St Garden Ave NN 4th St RentonA v e S Rainer Ave N132nd Ave SE§¨¦405 §¨¦405 N 40th St N 29th St Edmonds Ave NEDisclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton, WA O 0 0.5 10.25 Miles Last Revised: June 13, 2017 \\io-fs-1\Data\GISBackup\Renton\CricalityAnalysis\AllCriteriaFigures.mxd LONG-RANGE WASTEWATER MANAGEMENT PLAN – RISK ASSESSMENT | TM 2 | CITY OF RENTON Figure 6.3 Loss of Critical Infrastructure and Transportation Links Results Legend Non-Arterials Collector Arterial Freeway Ramp H Hospital / Medical Center à Light Rail Station !ï Fire Station / EMS Station!A Urgent Care Facility m School oAirport Runway / Airfield Level 1 (Negligible) Level 2 (Low)Level 3 (Moderate)Level 4(Severe) Non-Critical Infrastructure City of Renton Critical Infrastructure AGENDA ITEM #6. o) AGENDA ITEM #6. o) MaplewoodSE Petrovitsky Rd Be a c o n W a y S SE 168th StOakesdale Ave SWSW 7th St SW 16th St SR 167SE 192nd StInterurban TrailCeda r R i v e r T r a i l SW SunsetBlvd Monroe Ave NENile Ave NESE 116th St N 6th St Garden Ave NN 4th St RentonA v e S Rainer Ave N132nd Ave SE§¨¦405 §¨¦405 N 40th St N 29th St Edmonds Ave NEDisclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton, WA O 0 0.5 10.25 Miles Last Revised: June 13, 2017 \\io-fs-1\Data\GISBackup\Renton\CricalityAnalysis\AllCriteriaFigures.mxd LONG-RANGE WASTEWATER MANAGEMENT PLAN – RISK ASSESSMENT | TM 2 | CITY OF RENTON Figure 6.4 Damage to Property Results Legend City of Renton Building Footprints Street Centerlines Level 1 (Negligible) Level 3 (Moderate) AGENDA ITEM #6. o) AGENDA ITEM #6. o) MaplewoodSE Petrovitsky Rd Be a c o n W a y S SE 168th StOakesdale Ave SWSW 7th St SW 16th St SR 167SE 192nd StInterurban TrailCeda r R i v e r T r a i l SW SunsetBlvd Monroe Ave NENile Ave NESE 116th St N 6th St Garden Ave NN 4th St RentonA v e S Rainer Ave N132nd Ave SE§¨¦405 §¨¦405 N 40th St N 29th St Edmonds Ave NEDisclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton, WA O 0 0.5 10.25 Miles Last Revised: June 13, 2017 \\io-fs-1\Data\GISBackup\Renton\CricalityAnalysis\AllCriteriaFigures.mxd LONG-RANGE WASTEWATER MANAGEMENT PLAN – RISK ASSESSMENT | TM 2 | CITY OF RENTON Figure 6.5 Environmental Impact Results Legend City of Renton Streams Type S Type F Type Np Type Ns Wetlands Percentage of Slope >40% and <=90% >90% Street Centerlines Level 1 (Negligible)Level 3 (Moderate) AGENDA ITEM #6. o) AGENDA ITEM #6. o) MaplewoodSE Petrovitsky Rd Be a c o n W a y S SE 168th StOakesdale Ave SWSW 7th St SW 16th St SR 167SE 192nd StInterurban TrailCeda r R i v e r T r a i l SW SunsetBlvd Monroe Ave NENile Ave NESE 116th St N 6th St Garden Ave NN 4th St RentonA v e S Rainer Ave N132nd Ave SE§¨¦405 §¨¦405 N 40th St N 29th St Edmonds Ave NEDisclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton, WA O 0 0.5 10.25 Miles Last Revised: June 13, 2017 \\io-fs-1\Data\GISBackup\Renton\CricalityAnalysis\AllCriteriaFigures.mxd LONG-RANGE WASTEWATER MANAGEMENT PLAN – RISK ASSESSMENT | TM 2 | CITY OF RENTON Figure 6.6 Loss of Service to Customers Results Legend City of Renton Level 1 (Negligible) Collection Level 3 (Moderate) Trunk Street Centerlines AGENDA ITEM #6. o) AGENDA ITEM #6. o) &< &<&< &<&< &< &<MaplewoodSE Petrovitsky Rd Be a c o n W a y S SE 168th StOakesdale Ave SWSW 7th St SW 16th St SR 167SE 192nd StInterurban TrailCeda r R i v e r T r a i l SW SunsetBlvd Monroe Ave NENile Ave NESE 116th St N 6th St Garden Ave NN 4th St RentonA v e S Rainer Ave N132nd Ave SE§¨¦405 §¨¦405 N 40th St N 29th St Edmonds Ave NELake Washington Cedar R ive r M a y C r e e k Disclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton, WA O 0 0.5 10.25 Miles Last Revised: June 13, 2017 \\io-fs-1\Data\GISBackup\Renton\CricalityAnalysis\AllCriteriaFigures.mxd LONG-RANGE WASTEWATER MANAGEMENT PLAN – RISK ASSESSMENT | TM 2 | CITY OF RENTON Figure 6.7 Reputational Damage Results Legend City of Renton &<Well Streams Wellfield Capture Zone One Year Capture Zone Five Year Capture Zone Ten Year Capture Zone Lake Washington Street Centerlines Level 1 (Negligible) Level 2 (Low) Level 3 (Moderate) Level 4(Severe) AGENDA ITEM #6. o) AGENDA ITEM #6. o) MaplewoodSE Petrovitsky Rd Be a c o n W a y S SE 168th StOakesdale Ave SWSW 7th St SW 16th St SR 167SE 192nd StInterurban TrailCeda r R i v e r T r a i l SW SunsetBlvd Monroe Ave NENile Ave NESE 116th St N 6th St Garden Ave NN 4th St RentonA v e S Rainer Ave N132nd Ave SE§¨¦405 §¨¦405 N 40th St N 29th St Edmonds Ave NEDisclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton, WA O 0 0.5 10.25 Miles Last Revised: June 13, 2017 \\io-fs-1\Data\GISBackup\Renton\CricalityAnalysis\AllCriteriaFigures.mxd LONG-RANGE WASTEWATER MANAGEMENT PLAN – RISK ASSESSMENT | TM 2 | CITY OF RENTON Figure 6.8 Damage to Local Business and Economy Results Legend City of Renton Overlay Districts Auto Mall A Auto Mall B City Center Sign Regulation Area Urban Design District A Urban Design District B Urban Design District C Urban Design District D Downtown Business District Level 1 (Negligible) Level 3 (Moderate) AGENDA ITEM #6. o) AGENDA ITEM #6. o) MaplewoodSE Petrovitsky Rd Be a c o n W a y S SE 168th StOakesdale Ave SWSW 7th St SW 16th St SR 167SE 192nd StInterurban TrailCeda r R i v e r T r a i l SW SunsetBlvd Monroe Ave NENile Ave NESE 116th St N 6th St Garden Ave NN 4th St RentonA v e S Rainer Ave N132nd Ave SE§¨¦405 §¨¦405 N 40th St N 29th St Edmonds Ave NEDisclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton, WA O 0 0.5 10.25 Miles Last Revised: June 14, 2017 \\io-fs-1\Data\GISBackup\Renton\CricalityAnalysis\AllCriteriaFigures.mxd LONG-RANGE WASTEWATER MANAGEMENT PLAN – RISK ASSESSMENT | TM 2 | CITY OF RENTON Figure 6.9 Summary of Criticality Ranking and Scores Legend City of Renton Criticality Criteria Rank Street Centerlines Level 1 (Negligible) Level 2 (Low) Level 3 (Moderate) Level 4(Severe) AGENDA ITEM #6. o) AGENDA ITEM #6. o) June 2017 - DRAFT 4-41 pw:\\Carollo/Documents\Client/WA/Renton/9971A00/Deliverables\TM01.docx 7.0 RISK Figure 7.1 shows the final result of the normalized risk ranking for the City's piping system. There are 16 combinations that have been designated one of four colors, which represents the overall level of risk. For example, a risk rating that has a vulnerability rating of 4 but a criticality rating of 1 (shown on Figure 7.1 as 1,4) receives a light green designation, or a moderately low risk rating as shown in Table 6.2. The amount of pipe that falls in each risk ranking is shown in Table 7.1 and the amount of pipe length based on the four colored risk ranking are shown in Table 7.2. Approximately 782,000 feet, or 60 percent, of the City's piping system falls in the low or moderately low categories. The city has approximately 379,000 feet, or 29 percent, of the piping system in the moderately-high (yellow) category. And approximately 140,000 feet, or 11 percent of the piping system, falls in the red, or high risk, category. Table 7.1 Normalized Risk Ratings Long-Range Wastewater Management Plan City of Renton Normalized Risk Ranking Vulnerability Level 4 (severe) 18,503 (%1.4) 38,202 (%2.9) 63,030 (%4.8) 13,364 (%1.0) 3 (moderate) 97,627 (%7.5) 95,897 (%7.4) 140,271 (%10.8) 63,978 (%4.9) 2 (low) 27,886 (%2.1) 48,447 (%3.7) 70,219 (%5.4) 34,028 (%2.6) 1 (negligible) 189,761 (%14.6) 170,430 (%13.1) 173,675 (%13.3) 55,916 (%4.3) 1 (negligible) 2 (low) 3 (moderate) 4 (severe) Criticality Level Table 7.2 Pipe Length Totals Based on Risk Rating Long-Range Wastewater Management Plan City of Renton Color Total Length (ft) % of Total Length Low 388,077 30% Moderately-Low 394,169 30% Moderately-High 378,617 29% High 140,372 11% AGENDA ITEM #6. o) AGENDA ITEM #6. o) MaplewoodSE Petrovitsky Rd Be a c o n W a y S SE 168th StOakesdale Ave SWSW 7th St SW 16th St SR 167SE 192nd StInterurban TrailCeda r R i v e r T r a i l SW SunsetBlvd Monroe Ave NENile Ave NESE 116th St N 6th St Garden Ave NN 4th St RentonA v e S Rainer Ave N132nd Ave SE§¨¦405 §¨¦405 N 40th St N 29th St Edmonds Ave NEDisclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Data Sources: City of Renton, WA O 0 0.5 10.25 Miles Last Revised: June 13, 2017 \\io-fs-1\Data\GISBackup\Renton\CricalityAnalysis\AllCriteriaFigures.mxd LONG-RANGE WASTEWATER MANAGEMENT PLAN – RISK ASSESSMENT | TM 2 | CITY OF RENTON Figure 7.1 Map of Criticality x Vulnerability Legend City of Renton Critcality x Vulnerability Risk 1,1 1,2 1,3 1,4 2,1 2,2 2,3 2,4 3,1 3,2 3,3 3,4 4,1 4,2 4,3 4,4 Street Centerlines AGENDA ITEM #6. o) AGENDA ITEM #6. o) APPENDICES | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 Appendix J STANDARD PLANS AND SPECIFICATIONS AGENDA ITEM #6. o) AGENDA ITEM #6. o) 1 SPECIAL PROVISIONS ................................................................................................. 12 1-01 DEFINITIONS AND TERMS .................................................................................. 12 1-01.1 General ............................................................................................................... 12 1-01.3 Definitions ........................................................................................................ 12 1-02 BID PROCEDURES AND CONDITIONS ............................................................. 15 1-02.1 Prequalification of bidders .............................................................................. 15 1-02.2 Plans and Specifications ................................................................................. 15 1-02.5 Proposal Forms ................................................................................................ 16 1-02.6 Preparation of Proposal .................................................................................. 16 1-02.6(1) Proprietary Information ............................................................................... 17 1-02.7 Bid Deposit ....................................................................................................... 17 1-02.9 Delivery of Proposal ........................................................................................ 18 1-02.12 Public Opening of Proposals ........................................................................ 18 1-02.13 Irregular Proposals ........................................................................................ 18 1-02.14 Disqualification of Bidders ........................................................................... 18 1-02.15 Pre Award Information ................................................................................... 19 1-03 AWARD AND EXECUTION OF CONTRACT ....................................................... 19 1-03.1 Consideration of bids ...................................................................................... 19 1-03.2 Award of Contract ............................................................................................ 20 1-03.3 Execution of Contract ...................................................................................... 20 1-03.4 Contract Bond .................................................................................................. 20 1-03.7 Judicial Review ................................................................................................ 21 1-04 SCOPE OF WORK ............................................................................................... 21 1-04.2 Coordination of Contract Documents… ........................................................ 21 1-04.8 Progress Estimates and Payments ................................................................ 22 1-04.11 Final Cleanup .................................................................................................. 22 1-04.3 Contractor-Discovered Discrepancies ........................................................... 22 1-05 CONTROL OF WORK .......................................................................................... 22 1-05.4 Conformity With and Deviation from Plans and Stakes ............................... 22 1-05.4(3) Contractor Supplied Surveying .................................................................. 24 1-05.4(4) Contractor Provided As-Built Information ................................................ 24 1-05.7 Removal of Defective and Unauthorized Work ............................................. 25 1-05.10 Guarantees ..................................................................................................... 26 1-05.11 Final Inspection .............................................................................................. 26 AGENDA ITEM #6. o) 2 1-05.11(1) Substantial Completion Date .................................................................... 26 1-05.11(2) Final Inspection and Physical Completion Date ..................................... 27 1-05.11(3) Operational Testing ................................................................................... 28 1-05.12 Final Acceptance ........................................................................................... 28 1-05.13 Superintendents, Labor and Equipment of Contractor .............................. 28 1-05.14 Cooperation with Other Contractors ............................................................ 29 1-05.16 Water and Power ............................................................................................ 29 1-05.17 Oral Agreements ............................................................................................ 29 1-05.18 Contractor's Daily Diary ................................................................................ 29 1-06 CONTROL OF MATERIAL ................................................................................... 31 1-06.1 Approval of Materials Prior to Use ................................................................. 31 1-06.2(1) Samples and Tests for Acceptance ........................................................... 31 1-06.2(2) Statistical Evaluation of Materials for Acceptance ................................... 31 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ..................... 31 1-07.1 Laws to be Observed ....................................................................................... 31 1-07.6 Permits and Licenses ...................................................................................... 32 1-07.9 Wages ............................................................................................................... 33 1-07.9(5) Required Documents .................................................................................. 33 1-07.11 Requirements for Non-Discrimination ......................................................... 33 1-07.11(11) City of Renton Affidavit of Compliance ................................................. 33 1-07.12 Federal Agency Inspection ........................................................................... 33 1-07.13 Contractor’s Responsibility for Work .......................................................... 34 1-07.13(1) General ....................................................................................................... 34 1-07.15 Temporary Water Pollution/Erosion Control ............................................... 34 1-07.16 Protection and Restoration of Property ....................................................... 36 1-07.16(1) Private/Public Property ............................................................................. 36 1-07.17 Utilities and Similar Facilities ....................................................................... 38 1-07.17(1) Site Specific Potholing .............................................................................. 39 1-07.17(3) Interruption of Services ............................................................................ 40 1-07.17(4) Resolution of Utility Conflicts .................................................................... 40 1-07.18 Public Liability and Property Damage Insurance ....................................... 40 1-07.18(1) General ....................................................................................................... 40 1-07.18(2) Coverages .................................................................................................. 41 1-07.18(3) Limits .......................................................................................................... 42 1-07.18(4) Evidence of Insurance: ............................................................................. 43 AGENDA ITEM #6. o) 3 1-07.22 Use of Explosives .......................................................................................... 44 1-07.23 Public Convenience and Safety .................................................................... 44 1-07.23(1) Construction Under Traffic ....................................................................... 44 1-07.23(2) Construction and Maintenance of Detours ............................................. 46 1-07.24 Rights of Way ................................................................................................. 46 1-07.28 Confined Space Entry .................................................................................... 47 1-08 PROSECUTION AND PROGRESS ...................................................................... 47 1-08.0 Preliminary Matters .......................................................................................... 47 1-08.0(1) Preconstruction Conference ...................................................................... 47 1-08.0(2) Hours of Work .............................................................................................. 49 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees 49 1-08.1 Subcontracting ................................................................................................. 50 1-08.2 Assignment ...................................................................................................... 50 1-08.3 Progress Schedule .......................................................................................... 50 1-08.4 Notice to Proceed and Prosecution of the Work .......................................... 52 1-08.5 Time For Completion ....................................................................................... 52 1-08.6 Suspension of Work ........................................................................................ 54 1-08.7 Maintenance During Suspension ................................................................... 54 1-08.9 Liquidated Damages ........................................................................................ 54 1-08.11 Contractor's Plant and Equipment ............................................................... 55 1-08.12 Attention to Work ........................................................................................... 55 1-09 MEASUREMENT AND PAYMENT ....................................................................... 55 1-09.1 Measurement of Quantities ............................................................................. 55 1-09.3 Scope of Payment ............................................................................................ 56 1-09.6 Force Account .................................................................................................. 57 1-09.7 Mobilization ...................................................................................................... 57 1-09.9 Payments .......................................................................................................... 58 1-09.9(1) Retainage ..................................................................................................... 59 1-09.9(2) Contracting Agency’s Right to Withhold and Disburse Certain Amounts ........................................................................................................................................ 59 1-09.9(3) Final Payment .............................................................................................. 60 1-09.11 Disputes and Claims ....................................................................................... 61 1-09.11(2) Claims ......................................................................................................... 61 1-09.11(3) Time Limitations and Jurisdiction ........................................................... 61 1-09.13 Claims and Resolutions ................................................................................. 62 AGENDA ITEM #6. o) 4 1-09.13(3) Claims $250,000 or Less ........................................................................... 62 1-09.13(3)A Administration of Arbitration ................................................................. 62 1-09.13(3)B Procedures to Pursue Arbitration ......................................................... 62 1-09.14 Payment Schedule ......................................................................................... 63 1-09.14(1) Scope .......................................................................................................... 63 1-09.14(2) Bid Items .................................................................................................... 63 1-10 TEMPORARY TRAFFIC CONTROL .................................................................... 95 1-10.1 General .............................................................................................................. 95 1-10.2(1)B Traffic Control Supervisor ........................................................................ 97 1-10.2(2) Traffic Control Plans ................................................................................... 97 1-10.3 Flagging, Signs, and All Other Traffic Control Devices ................................ 97 1-10.3(3) Construction Signs ..................................................................................... 97 1-10.3(3) Construction Signs ..................................................................................... 97 1-10.4 Measurement .................................................................................................... 97 1-10.5 Payment ............................................................................................................ 98 1-11 RENTON SURVEYING STANDARDS .................................................................. 98 1-11.1(1) Responsibility for surveys .......................................................................... 98 1-11.1(2) Survey Datum and Precision ...................................................................... 98 1-11.1(3) Subdivision Information .............................................................................. 99 1-11.1(4) Field Notes ................................................................................................... 99 1-11.1(5) Corners and Monuments ............................................................................ 99 1-11.1(6) Control or Base Line Survey ...................................................................... 99 1-11.1(7) Precision Levels ........................................................................................ 100 1-11.1(8) Radial and Station -- Offset Topography ................................................. 100 1-11.1(9) Radial Topography .................................................................................... 100 1-11.1(10) Station--Offset Topography .................................................................... 101 1-11.1(11) As-Built Survey ........................................................................................ 101 1-11.1(12) Monument Setting and Referencing ...................................................... 101 1-11.12 Materials ...................................................................................................... 102 1-11.12(1) Property/Lot Corners ............................................................................... 102 1-11.12(2) Monuments ............................................................................................... 102 1-11.12(3) Monument Case and Cover .................................................................... 102 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP .................................... 102 2-01.1 Description ..................................................................................................... 102 2-01.2 Disposal of Usable Material and Debris ....................................................... 103 AGENDA ITEM #6. o) 5 2-01.5 Payment .......................................................................................................... 103 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS ....................................... 103 2-02.3(3) Removal of Pavement, Sidewalks, and Curbs ........................................ 103 2-02.4 Measurement .................................................................................................. 103 2-02.5 Payment .......................................................................................................... 103 2-03 ROADWAY EXCAVATION AND EMBANKMENT .............................................. 104 2-03.3 Construction Requirements .......................................................................... 104 2-03.4 Measurement .................................................................................................. 105 2-03.5 Payment .......................................................................................................... 105 2-04 HAUL .................................................................................................................. 106 2-04.5 Payment .......................................................................................................... 106 2-06 SUBGRADE PREPARATION ............................................................................. 106 2-06.5 Measurement and Payment ......................................................................... 106 2-09 STRUCTURE EXCAVATION .............................................................................. 106 2-09.1 Description ..................................................................................................... 106 2-09.3(1)D Disposal of Excavated Material ............................................................. 106 2-09.4 Measurement .................................................................................................. 106 2-09.5 Payment .......................................................................................................... 107 5-04 ASPHALT CONCRETE PAVEMENT .................................................................. 108 5-06 TEMPORARY RESTORATION IN PAVEMENT AREAS .................................... 137 5-06.1 Description ..................................................................................................... 137 5-06.2 Materials ......................................................................................................... 137 5-06.3 Construction Requirements .......................................................................... 137 7-01 DRAINS .............................................................................................................. 138 7-01.2 Materials ......................................................................................................... 138 7-01.3 Construction Requirements .......................................................................... 138 7-01.4 Measurement .................................................................................................. 138 7-02 CULVERTS ......................................................................................................... 138 7-02.2 Materials ......................................................................................................... 138 7-04 STORM SEWERS .............................................................................................. 139 7-04.2 Materials ......................................................................................................... 139 7-04.2 Materials ......................................................................................................... 139 7-04.3(1) Cleaning and Testing ................................................................................ 139 7-04.3(1)G Abandon Existing Storm Sewer Pipes .................................................. 140 7-04.3(2) CCTV Inspection ........................................................................................ 141 AGENDA ITEM #6. o) 6 7-04.3(3) Direct Pipe Connections ............................................................................ 141 7-05 MANHOLES, INLETS, AND CATCH BASINS ................................................... 141 7-05.3 Construction Requirements .......................................................................... 141 7-05.3(1) Adjusting Manholes and Catch Basins to Grade .................................... 142 7-05.3(3) Connections to Existing Manholes .......................................................... 143 7-05.3(5) Manhole Coatings ...................................................................................... 143 7-06 TRENCH DRAINS (NEW SECTION) ................................................................... 144 7-06.1 Description ....................................................................................................... 144 7-06.2 Materials ........................................................................................................... 144 7-06.3 Construction Requirements ............................................................................ 144 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS ........................................ 145 7-08.3 Construction Requirements .......................................................................... 145 7-08.3(1)A Trenches ................................................................................................... 145 7-08.3(1)C Bedding the Pipe ..................................................................................... 145 7-08.3(1)D Pipe Foundation ..................................................................................... 146 7-08.3(2)A Survey Line and Grade ........................................................................... 146 7-08.3(2)B Pipe Laying – General ............................................................................ 146 7-08.3(2)E Rubber Gasketed Joints ......................................................................... 147 7-08.3(2)H Sewer Line Connections ........................................................................ 147 7-08.3(2)J Placing PVC Pipe ..................................................................................... 147 7-08.3(3)A Backfilling Pipe Trenches....................................................................... 147 7-04.2(2) Temporary Stormwater Diversion ............................................................ 148 7-17.4 Measurement .................................................................................................. 149 7-09 PIPE AND FITTINGS FOR WATER MAINS ....................................................... 149 7-09.3(15)A Ductile Iron Pipe .................................................................................... 149 7-09.3(15)B Polyvinyl Chloride (PVC) Pipe (4 inches and Over) ........................... 150 7-09.3(17) Laying Ductile Iron Pipe and Fittings with Polyethylene Encasement ...................................................................................................................................... 150 7-09.3(19)A Connections to Existing Mains ............................................................ 150 7-09.3(21) Concrete Thrust Blocking and Dead-Man Block .................................. 152 7-09.3(23) Hydrostatic Pressure Test ...................................................................... 153 7-09.3(24)A Flushing and Poly-pigging ................................................................... 155 7-09.3(24)D Dry Calcium Hypochlorite .................................................................... 155 7-09.3(24)K Retention Period ................................................................................... 156 7-09.3(24)N Final Flushing and Testing ................................................................... 156 AGENDA ITEM #6. o) 7 7-09.3(25) Joint Restraint Systems .......................................................................... 156 7-09.4 Measurement .................................................................................................. 158 7-09.5 Payment .......................................................................................................... 158 7-12 VALVES FOR WATER MAINS ........................................................................... 159 7-12.3(1) Installation of Valve Marker Post ............................................................. 159 7-12.3(2) Adjust Existing Valve Box to Grade ......................................................... 159 7-12.4 Measurement .................................................................................................. 159 7-12.5 Payment .......................................................................................................... 160 7-14 HYDRANTS ........................................................................................................ 160 7-14.3(1) Setting Hydrants ........................................................................................ 160 7-14.3(3) Resetting Existing Hydrants ..................................................................... 161 7-14.3(4) Moving Existing Hydrants ........................................................................ 161 7-14.3(7) Remove and Salvage Hydrant .................................................................... 161 7-14.5 Payment .......................................................................................................... 162 7-15 SERVICE CONECTIONS ................................................................................... 162 7-15.3 Construction Details ...................................................................................... 162 7-15.5 Payment .......................................................................................................... 163 7-17 SANITARY SEWERS ......................................................................................... 163 7-17.2 Materials ......................................................................................................... 163 7-17.3 Construction Requirements .......................................................................... 164 7-17.3(1) Protection of Existing Sewerage Facilities ............................................. 164 7-17.3(2)H Television Inspection .............................................................................. 164 7-17.3(2)I Abandon Existing Sanitary Sewer Pipes ............................................................ 165 7-17.5 Payment .......................................................................................................... 165 7-17.4 Measurement .................................................................................................. 165 7-17.4 Measurement .................................................................................................. 165 7-17.4 Measurement .................................................................................................. 166 7-17.4 Measurement .................................................................................................. 166 7-17.4 Measurement .................................................................................................. 166 7-21 GENERAL SPECIFICATIONS FOR CURED IN PLACE PIPE (CIPP) .............. 166 7-21.1 Description ......................................................................................................... 166 7-21.1(2) Licensing ......................................................................................................... 166 7-21.1(3) Contractor and Manufacturer Qualifications ..................................................... 167 7-21.1(4) Contractor Submittals ...................................................................................... 167 AGENDA ITEM #6. o) 8 7-21.1(6) Warranty ........................................................................................................ 168 7-21.2 Materials ............................................................................................................ 169 7-21.2 Cured in Place Resin Impregnated Material in General ........................................... 169 7-21.2 Cured in Place Resin Impregnated Material in General ........................................... 169 7-21.2 Cured in Place Resin Impregnated Material in General ........................................... 170 7-21.2(2) Resin .............................................................................................................. 171 7-21.2(3) Physical Properties ................................................................................... 173 7-21.3 Construction Requirements .......................................................................... 174 7-21.3(1)A Flow Management ................................................................................... 174 7-21.3(1)B Cleaning ....................................................................................................... 175 7-21.3(1)C Point Repairs ................................................................................................. 176 7-21.3(1)D Manholes ..................................................................................................... 177 7-21.3(1)D Manholes ..................................................................................................... 177 7-21.3(2) Liner Installation ............................................................................................. 177 7-21.3(2) Liner Installation ............................................................................................. 178 7-21.3(4) Testing ............................................................................................................ 180 7-21.3(4)C Post Installation CCTV Inspection ................................................................... 180 7-21.3(4)A Material Testing ............................................................................................ 180 7-21.3(4)B Field Testing .................................................................................................. 181 7-21.4 Measurement ..................................................................................................... 181 7-21.4 Measurement ..................................................................................................... 181 7-21.5 Payment ............................................................................................................. 181 7-21 GENERAL SPECIFICATIONS FOR CURED IN PLACE PIPE (CIPP) .............. 181 8-02 ROADSIDE RESTORATION .............................................................................. 181 8-02.3(4)A Topsoil Type A ......................................................................................... 181 8-02.3(16)A Lawn Installation ................................................................................... 181 8-02.3(16)A2 Submittals ............................................................................................ 181 8-02.3(16)A2a Certification of Material ..................................................................... 181 8-02.3(16)A2b Manufacturer’s Certificates of Conformance ................................. 182 8-02.3(16)A2c Schedule for Installation .................................................................. 182 8-02.3(16)A3 Product Handling ................................................................................ 182 8-02.3(16)A4 Site Information ................................................................................... 182 8-02.3(16)A5 Sod ....................................................................................................... 182 8-02.3(16)A5a Other Materials .................................................................................. 182 AGENDA ITEM #6. o) 9 8-02.3(16)A6 Execution ............................................................................................. 182 8-02.3(16)A6a Installation Preparation .................................................................... 183 8-02.3(16)A6b Sod Installation ................................................................................. 183 8-02.3(16)B Lawn Establishment ............................................................................. 183 8-02.3(16)B Lawn Establishment and Final Acceptance ....................................... 183 8-02.3(16)B1 Establishment Period ......................................................................... 183 8-02.3(16)B2 Guarantee ............................................................................................ 184 8-02.3(16)B3 Final Acceptance ................................................................................ 184 8-09 RAISED PAVEMENT MARKERS ....................................................................... 184 8-09.5 Payment .......................................................................................................... 184 8-13 MONUMENT CASES ......................................................................................... 185 8-13.1 Description ..................................................................................................... 185 8-13.3 Construction Requirements .......................................................................... 185 8-13.4 Measurement .................................................................................................. 185 8-13.5 Payment .......................................................................................................... 185 8-14 CEMENT CONCRETE SIDEWALKS ................................................................. 185 8-14.3(4) Curing ......................................................................................................... 185 8-14.4 Measurement .................................................................................................. 186 8-14.5 Payment .......................................................................................................... 186 8-17 IMPACT ATTENUATOR SYSTEMS ................................................................... 186 8-17.5 Payment .......................................................................................................... 186 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL ............... 187 8-20.2(1) Equipment List and Drawings .................................................................. 187 8-22 PAVEMENT MARKING ...................................................................................... 187 8-22.1 Description ..................................................................................................... 187 8-22.3(5) Installation Instructions ............................................................................ 188 8-22.5 Payment .......................................................................................................... 188 8-23 TEMPORARY PAVEMENT MARKINGS ............................................................ 189 8-23.5 Payment .......................................................................................................... 189 9-03.8(7) HMA Tolerances and Adjustments ............................................................ 189 9-05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS ............................. 190 9-05.4 Steel Culvert Pipe and Pipe Arch (RC) ......................................................... 190 9-05.7(2) Reinforced Concrete Storm Sewer Pipe (RC) ......................................... 190 9-05.7(2)A Basis for Acceptance (RC) ..................................................................... 190 9-05.7(3) Concrete Storm Sewer Pipe Joints (RC) ................................................. 190 AGENDA ITEM #6. o) 10 9-05.7(4) Testing Concrete Storm Sewer Pipe Joints (RC) .................................... 190 9-05.9 Steel Spiral Rib Storm Sewer Pipe (RC) ...................................................... 191 9-05.12 Polyvinyl Chloride (PVC) Pipe .................................................................... 191 9-05.14 ABS Composite Sewer Pipe ........................................................................ 192 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe .................................................... 192 9-05.24 Polypropylene Culvert Pipe, Polypropylene Storm Sewer Pipe, and Polypropylene Sanitary Sewer Pipe .......................................................................... 193 9-05.24(1) Polypropylene Culvert Pipe and Storm Sewer Pipe .............................. 193 9-08 PAINTS ............................................................................................................... 194 9-08.8 Manhole Coating System Products .............................................................. 194 9-08.8(1) Coating Systems Specification ................................................................ 194 9-14 EROSION CONTROL AND ROADSIDE PLANTING ......................................... 194 9-14.1(1) Topsoil Type A ........................................................................................... 194 9-14.6(8) Sod .............................................................................................................. 195 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES .................................. 195 9-23.9 Fly Ash (RC) ................................................................................................... 195 9-30 WATER DISTRIBUTION MATERIALS ............................................................... 195 9-30.1 Pipe ............................................................................................................... 195 9-30.1(1) Ductile Iron Pipe .......................................................................................... 195 9-30.1(2) Polyethylene Encasement ........................................................................ 196 9-30.2 Fittings ............................................................................................................ 196 9-30.2(1) Ductile Iron Pipe ........................................................................................ 196 9-30.2(2) Galvanized Iron Pipe ................................................................................. 197 9-30.2(3) Steel Casing Pipe ...................................................................................... 197 9-30.2(4) Spacers and Seals for Steel Casing Pipe ................................................ 197 9-30.2(6) Restrained Joint ........................................................................................ 198 9-30.2(6) Restrained Joint Pipe and Fittings .......................................................... 198 9-30.2(7) Bolted, Sleeve-Type Couplings for Plain End Pipe ................................ 198 9-30.3 Valves ............................................................................................................ 198 9-30.3(1) Gate Valves (3 inches to 16 inches) ......................................................... 199 9-30.3(3) Butterfly Valves .......................................................................................... 199 9-30.3(4) Valve Boxes ................................................................................................ 200 9-30.3(5) Valve Marker Posts .................................................................................... 200 9-30.3(6) Valve Stem Extensions ............................................................................. 200 9-30.3(7) Combination Air Release/Air Vacuum Valves ......................................... 200 AGENDA ITEM #6. o) 11 9-30.3(8) Tapping Sleeve and Valve Assembly ....................................................... 200 9-30.3(9) Blow-Off Assembly .................................................................................... 200 9-30.5 Hydrants ......................................................................................................... 201 9-30.5(1) End Connections ....................................................................................... 201 9-30.5(2) Hydrant Dimensions .................................................................................. 201 9-30.6 Water Service Connections (2 Inches and Smaller) ................................. 202 9-30.6(3) Service Pipes ............................................................................................. 202 9-30.6(3)B Polyethylene Pipe ................................................................................... 202 9-30.6(4) Service Fittings .......................................................................................... 202 9-30.6(5) Meter Setters .............................................................................................. 202 9-30.6(7) Meter Boxes ............................................................................................... 202 10 Removal of Utility Locate Markings From Sidewalks Required ...................... 202 AGENDA ITEM #6. o) 11/4/2020 12 SPECIAL PROVISIONS The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2020 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter “Standard Specifications”) The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition • City of Renton Standard Plans, City of Renton Public Works Department, Current Edition • Public Rights-Of-Way A ccessibility Guidelines (PROWAG), current edition Contractor shall obtain copies of these publications, at Contractor’s own expense. 1-01 DEFINITIONS AND TERMS 1-01.1 General Section 1-01.1 is supplemented with the following: (******) Whenever reference is made to the State, State of Washington, Commission, Department of Transportation, Secretary of Transportation, Owner, Contracting Agency or Engineer, such reference shall be deemed to mean the City of Renton acting through its City Council, employees, and duly authorized representatives for all contracts administered by the City of Renton. All references to “State Materials Laboratory” shall be revised to read “Contracting Agency designated location”. 1-01.3 Definitions Section 1-01.3 is revised and supplemented with the following: (******) Act of God "Act of God" means an earthquake, flood, cyclone, or other cataclysmic phenomenon of nature. A rain, windstorm, high water or other natural phenomenon of unusual intensity for the specific locality of the Work , which might reasonably have been anticipated from historical records of the general locality of the Work , shall not be construed as an act of God. AGENDA ITEM #6. o) 11/4/2020 13 Consulting Engineer The Contracting Agency's design consultant, who may or may not administer the construction program for the Contracting Agency. Contract Documents See definition for “Contract”. Contract Price Either the unit price, the unit prices, or lump sum price or prices named in the proposal, or in properly executed change orders. Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Dates Bid Opening Date: The date on which the Contracting Agency publicly opens and reads the bids. Award Date: The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work . Contract Execution Date: The date the Contracting Agency officially binds the agency to the Contract. Notice to Proceed Date: The date stated in the Notice to Proceed on which the Contract Time begins. Substantial Completion Date: The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, and only minor incidental Work , replacement of temporary substitute facilities, or correction or repair remains for the physical completion of the total contract. Contract Completion Date: The date by which the Work is contractually required to be physically completed. The Contract Completion Date will be stated in the Notice to Proceed. Revisions of this date will be authorized in writing by the Engineer whenever there is an extension to the Contract time. Completion Date: The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the Contract are fulfilled by the Contractor. Final Acceptance Date: The date the Contracting Agency accepts the Work as complete per the Contract requirements. Day Unless otherwise designated, day(s) as used in the Contract Documents, shall be understood to mean working days. Engineer The City Engineer or duly authorized representative, or an authorized member of a licensed consulting firm retained by the Contracting Agency for the construction engineering of a specific public works project. AGENDA ITEM #6. o) 11/4/2020 14 Inspector The Contracting Agency ’s authorized representative assigned to make necessary observations of the Work performed or being performed, or of materials furnished or being furnished by the Contractor. Notice of Award: The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency’s acceptance of the bid. Notice to Proceed: The written notice from the Contracting Agency or the Engineer to the Contractor authorizing and directing the Contractor to proceed with Work and establishing the date on which the Contract time begins. Or Equal Where the term "or equal" is used herein, the Contracting Agency, or the Contracting Agency on recommendation of the Engineer, shall be the sole judge of the quality and suitability of the proposed substitution. The responsibility and cost of furnishing necessary evidence, demonstrations, or other information required to obtain the approval of alternative materials or processes by the Contracting Agency shall be entirely borne by the Contractor. Owner The City of Renton or its authorized representative also referred to as Contracting Agency. Performance and Payment Bond Same as “Contract Bond” defined in the Standard Specifications. Plans The Contract Plans and/or Standard Plans which show location, character, and dimensions of prescribed Work including layouts, profiles, cross-sections, and other details. Drawings may either be bound in the same book as the balance of the Contract Documents or bound in separate sets, and are a part of the Contract Documents, regardless of the method of binding. The terms "Standard Drawings" or "Standard Plans" generally used in Specifications refers to drawings bound either with the specification documents or included with the Plans or the City of Renton Standard Plans. Points Wherever reference is made to the Engineer ’s points, this shall mean all marks, bench marks, reference points, stakes, hubs, tack, etc., established by the Engineer for maintaining horizontal and vertical control of the Work . Provide Means “furnish and install” as specified and shown in the Plans. Secretary, Secretary of Transportation The chief executive officer of the Department and other authorized representatives. The chief executive officer to the Department shall also refer to the Department of Public Works Administrator. Shop Drawings Same as “Working Drawings” defined in the Standard Specifications. AGENDA ITEM #6. o) 11/4/2020 15 Special Provisions Modifications to the Standard Specifications and their amendments that apply to an individual project. The special provisions may describe Work the Specifications do not cover. Such Work shall comply first with the Special Provisions and then with any Specifications that apply. The Contractor shall include all costs of doing this Work within the bid prices. State The state of Washington acting through its representatives. The State shall also refer to The City of Renton and its authorized representatives where applicable. Supplemental Drawings and Instructions Additional instructions by the Engineer at request of the Contractor by means of drawings or documents necessary, in the opinion of the Engineer, for the proper execution of the Work . Such drawings and instructions are consistent with the Contract Documents. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. Utility Public or private fixed improvement for the transportation of fluids, gases, power, signals, or communications and shall be understood to include tracks, overhead and underground wires, cables, pipelines, conduits, ducts, sewers, or storm drains. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following: (******) Bidders shall be qualified by experience, financing, equipment, and organization to do the Work called for in the Contract Documents. The Contracting Agency reserves the right to take whatever action it deems necessary to ascertain the ability of the bidder to perform the Work satisfactorily. 1-02.2 Plans and Specifications Delete this Section and replace it with the following: (******) Information as to where Bid Documents can be obtained or reviewed will be found in the Call for Bids (Advertisement for Bids) for the Work . After award of the Contract, Plans and Specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced Plans (11” x 17”) and contract provisions 4 Furnished automatically upon award Large Plans (22” x 34”) 4 Furnished only upon request AGENDA ITEM #6. o) 11/4/2020 16 Additional Plans and Contract Provisions may be purchased by the Contractor by payment of the cost stated in the Call for Bids. 1-02.4(2) Subsurface Information Section 1-02.4(2) is supplemented with the following: (******) If a geotechnical study was prepared for the project, then the findings and recommendations are summarized in a report that upon request, may be obtained from the City of Renton. 1-02.5 Proposal Forms Delete this Section and replace it with the following: (******) At the request of the bidder, the Contracting Agency will provide a proposal form for any project on which the bidder is eligible to bid. The proposal form will identify the project and its location and describe the Work . It will also list estimated quantities, units of measurement, the items of Work , and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit bid prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgement of addenda; the bidder’s name, address, telephone number, and signature; and a State of Washington Contractor’s Registration Number. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the proposal form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the proposal forms unless otherwise specified. Any correction to a bid made by interlineations, alteration, or erasure, shall be initialed by the signer of the bid. The bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (Or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. 1-02.6 Preparation of Proposal Section 1-02.6 is supplemented with the following: AGENDA ITEM #6. o) 11/4/2020 17 Supplement the second paragraph with the following: (******) 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the last paragraph, and replace it with the following: The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. 1-02.6(1) Proprietary Information 1-02.6(1) is a new Section. (******) Vendors should, in the bid proposal, identify clearly any material(s), which constitute "(valuable) formula, designs drawings, and research data" so as to be exempt from public disclosure, RCW 42.56.210, or any materials otherwise claimed to be exempt, along with a Statement of the basis for such claim of exemption. The Department (or State) will give notice to the vendor of any request for disclosure of such information received within 5 (five) years from the date of submission. Failure to so label such materials or failure to timely respond after notice of request for public disclosure has been given shall be deemed a waiver by the submitting vendor of any claim that such materials are, in fact, so exempt. 1-02.7 Bid Deposit Section 1-02.7 is supplemented with the following: (******) Bid Bonds shall contain the following: 1. Number assigned to the project by the Contracting Agency; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder’s officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany said signature; 6. The signature of the surety’s officer empowered to sign the bond form included in the Contract Provision. AGENDA ITEM #6. o) 11/4/2020 18 1-02.9 Delivery of Proposal Replace first paragraph with: (******) Each proposal shall be submitted in a sealed envelope, with Project Name and Project Number clearly marked on the outside of the envelope as stated in the Call for Bids, or as otherwise stated in the Bid Documents. 1-02.12 Public Opening of Proposals Section 1-02.12 is supplemented with the following: (******) The Contracting Agency reserves the right to postpone the date and time for bid opening. Notification to bidder will be by addenda. 1-02.13 Irregular Proposals Revise item 1 to read: (******) 1. A proposal will be considered irregular and will be rejected if: a. The bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The complete proposal form contains any unauthorized additions, deletions, alternate bids, or conditions; d. The bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the bid proposal; f. The proposal form is not properly executed; g. The bidder fails to submit or properly complete a subcontractor list, if applicable, as required in Section 1-02.6 h. The bidder fails to submit or properly complete a Disadvantaged, Minority or Women’s Business Enterprise Certification, if applicable, as required in Section 1-02.6; or i. The bid proposal does not constitute a definite and unqualified offer to meet the material terms of the bid invitation. j. More than one proposal is submitted for the same project from a Bidder under the same or different names. 1-02.14 Disqualification of Bidders Delete this section in its entirety and replace with the following: (******) 1. A bidder will be deemed not responsible and the proposal rejected if the bidder does not meet the responsibility criteria in RCW 39.04. 2. A bidder may be deemed not responsible and the proposal rejected if: a. More than one proposal is submitted for the same project from a bidder under the same or different names; b. Evidence of collusion exists with any other bidder or potential bidder. Participants in collusion will be restricted from submitting further bids; c. The bidder, in the opinion of the Contracting Agency, is not qualified for the Work or to the full extent of the bid, or to the extent that the bid exceeds the authorized AGENDA ITEM #6. o) 11/4/2020 19 prequalification amount as may have been determined by a prequalification of the bidder; d. An unsatisfactory performance record exists based on past or current Contracting Agency Work or for Work done for others, as judged from the standpoint of conduct of the Work ; workmanship; progress; affirmative action; equal employment opportunity practices; or Disadvantaged Enterprise, Minority Enterprise, or Women’s Business Enterprise utilization. e. There is uncompleted Work (Contracting Agency or otherwise) which might hinder or prevent the prompt completion of the Work bid upon; f. The bidder failed to settle bills for labor or materials on past or current contracts; g. The bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract; h. The bidder is unable, financially or otherwise, to perform the Work ; i. A bidder is not authorized to do business in the State of Washington (not registered in accordance with RCW 18.27) j. There are any other reasons deemed proper by the Contracting Agency. 1-02.15 Pre Award Information Revise this section to read: (******) Before awarding any contract, the Contracting Agency may require one or more of these items or actions of: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used; 2. Samples of these materials for quality and fitness tests; 3. A progress schedule (in a form the Contracting Agency requires) showing the order of time required for the various phases of Work ; 4. A breakdown of costs assigned to any bid item; 5. Attendance at a conference with the Engineer or representatives of the Engineer; 6. Obtain, and furnish a copy of, a business license to do business in the city and/or county where the Work is located; 7. A copy of State of Washington Contractor’s Registration; or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of bids Section 1-03.1 is supplemented with the following: (******) All bids will be based on total sum of all schedules of prices. No partial bids will be accepted unless so stated in the call for bids or special provisions. The City reserves the right to award all or any schedule of a bid to the lowest bidder at its discretion. AGENDA ITEM #6. o) 11/4/2020 20 1-03.2 Award of Contract Section 1-03.2 is supplemented with the following: (******) The Contract, bond form, and all other forms requiring execution, together with a list of all other forms or documents required to be submitted by the successful bidder, will be forwarded to the successful bidder within 10 days of the award. The number of copies to be executed by the Contractor shall be determined by the Contracting Agency. 1-03.3 Execution of Contract Section 1-03.3 is revised and supplemented with the following: (******) Within 10 calendar days after receipt from the City of the forms and documents required to be completed by the Contractor, the successful bidder shall return the signed Contracting Agency-prepared contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of the Contract by the Contracting Agency, the successful bidder shall provide any pre-award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any Work begin within the project limits or within Contracting Agency-furnished sites. The Contractor shall bear all risks for any Work begun outside such areas and for any materials ordered before the Contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the Contract documents within 10 calendar days after the award date, the Contracting Agency may grant up to a maximum of 10 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. The Contracting Agency is prohibited by RCW 39.06.010 from executing a contract with a Contractor who is not registered or licensed as required by the laws of the state. In addition, the Contracting Agency requires persons doing business with the Contracting Agency to possess a valid City of Renton business license prior to award. When the Bid Form provides spaces for a business license number, a Washington State Contractors registration number, or both, the Bidder shall insert such information in the spaces provided. The Contracting Agency requires legible copies of the Contractor's Registration and business license be submitted to the Engineer as part of the Contracting Agency's post-award information and evaluation activities. 1-03.4 Contract Bond Revise the first paragraph to read: (******) The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on the Contracting Agency-furnished form; 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and AGENDA ITEM #6. o) 11/4/2020 21 b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner; 3. Be conditioned upon the faithful performance of the Contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the Contract, or b. Of the Contractor (subcontractors, or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out Work ; 5. Be accompanied by a power of attorney for the Surety’s officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice-president, unless accompanied by a written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice-president). 1-03.7 Judicial Review Revise the last sentence to read: (******) The venue of all causes of action arising from the advertisement, award, execution, and performance of the Contract shall be in the Superior Court of the County where the Contracting Agency’s headquarters are located. 1-04 SCOPE OF WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions Specifications, and Addenda Revise the second paragraph to read: (******) Any inconsistency in the parts of the Contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda 2. Proposal Form 3. Special Provisions 4. Contract Plans 5. Contracting Agency’s Standard Plans (if any) 6. Amendments to the Standard Specifications 7. WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction 8. WSDOT/APWA Standard Plans for Road, Bridge and Municipal Construction AGENDA ITEM #6. o) 11/4/2020 22 1-04.8 Progress Estimates and Payments Section 1-04.8 is supplemented with the following: (******) Prior to progress payments, the Contractor is encouraged to provide to the Engineer an estimate of “Lump Sum” Work accomplished to date. The Engineer's calculations and decisions shall be final in regard to the actual percentage of any lump sum pay item accomplished and eligible for payment unless another specific method of calculating lump sum payments is provided elsewhere in the Specifications. 1-04.11 Final Cleanup Section 1-04.11 is supplemented with the following: (******) All salvage material as noted on the Plans and taken from any of the discarded facilities shall, at the Engineer's discretion, be carefully salvaged and delivered to the City shops. Any cost incurred in salvaging and delivering such items shall be considered incidental to the project and no compensation will be made. The Contract price for "Finish and Cleanup, Lump Sum," shall be full compensation for all Work, equipment and materials required to perform final cleanup. If this pay item does not appear in the Contract Documents then final cleanup shall be considered incidental to the Contract and to other pay item and no further compensation shall be made. 1-04.12 Contractor-Discovered Discrepancies Section 1-04.12 is a new section: (******) Upon receipt of award of contract, the Contractor shall carefully study and compare all the components of the Contract Documents and other instructions, and check and verify all field measurements. The Contractor shall, prior to ordering material or performing Work, report in writing to the Engineer any error, inconsistency, or omission with respect to design or mode of construction, which is discovered. If the Contractor, in the course of this study or in the accomplishment of the Work, finds any discrepancy between the Plans and the physical condition of the locality as represented in the Plans, or any such errors or omissions with respect to design or mode of construction in the Plans or in the layout as given by points and instructions, it shall be the Contractor’s duty to inform the Engineer immediately in writing, and the Engineer will promptly check the same. Any Work done after such discovery, until correction of Plans or authorization of extra Work is given, if the Engineer finds that extra Work is involved, will be done at the Contractor's risk. If extra Work is involved, the procedure shall be as provided in Section 1-04.4 of the Standard Specifications. 1-05 CONTROL OF WORK 1-05.4 Conformity With and Deviation from Plans and Stakes Section 1-05.4 is supplemented with the following: (******) If the project calls for the Contractor supplied surveying, the Contractor shall provide all required survey Work, including such Work as mentioned in Sections 1-05, 1-11 and elsewhere in these AGENDA ITEM #6. o) 11/4/2020 23 Specifications as being provided by the Engineer. All costs for this survey Work shall be included in "Contractor Supplied Surveying," per lump sum. The Engineer or the Contractor supplied surveyor will provide construction stakes and marks establishing lines, slopes, and grades as stipulated in this section and will perform such Work per Section 1-11. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from the Engineer or the Contractor supplied surveyor furnished stakes and marks. The Contractor shall provide a work site, which has been prepared to permit construction staking to proceed in a safe and orderly manner. The Contractor shall keep the Engineer or the Contractor supplied surveyor informed of staking requirements and provide at least 48 hour notice to allow the Engineer or the Contractor supplied surveyor adequate time for setting stakes. The Contractor shall carefully preserve stakes, marks, and other reference points, including existing monumentation, set by Contracting Agency forces. The Contractor will be charged for the costs of replacing stakes, markers and monumentation that were not to be disturbed but were destroyed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction Work allegedly due to error in the Engineer's line and grade, will not be allowed unless the original control points set by the Engineer still exist, or unless other satisfactory substantiating evidence to prove the error was furnished by the Engineer. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report the Contractor shall be liable for any error in alignment or grade. The Contractor shall provide all surveys required other than those to be performed by the Engineer. All survey Work shall be done in accordance with Section 1-11 SURVEYING STANDARDS of these Specifications. The Contractor shall keep updated survey field notes in a standard field book and in a format set by the Engineer, per Section 1-11.1(4). These field notes shall include all survey Work performed by the Contractor's surveyor in establishing line, grade and slopes for the construction Work. Copies of these field notes shall be provided to the Engineer upon request and upon completion of the Contract Work the field book or books shall be submitted to the Engineer and become the property of the Contracting Agency. If the survey Work provided by the Contractor does not meet the standards of the Engineer, then the Contractor shall, upon the Engineer's written request, remove the individual or individuals doing the survey Work and the survey Work will be completed by the Engineer at the Contractor's expense. Costs for completing the survey Work required by the Engineer will be deducted from monies due or to become due the Contractor. All costs for survey Work required to be performed by the Contractor shall be included in the prices bid for the various items which comprise the improvement or be included in the bid item for "Contractor Supplied Surveying" per lump sum if that item is included in the contracts. AGENDA ITEM #6. o) 11/4/2020 24 1-05.4(1) Contractor Supplied Surveying Section 1-05.4(1) is a new section: (******) When the Contract provides for Contractor Supplied Surveying, the Contractor shall supply the survey Work required for the project. The Contractor shall retain as a part of the Contractor Organization an experienced team of surveyors under the direct supervision of a professional land surveyor licensed by the State of Washington. All survey Work shall be done in accordance with Sections 1-05.4 and 1-11. The Contractor and/or the Surveyor shall inform the Engineer in writing of any errors, discrepancies, and omissions to the Plans that prevent the Contractor and/or the Surveyor from constructing the project in a manner satisfactory to the Engineer. All errors, discrepancies, and omissions must be corrected to the satisfaction of the Engineer before the survey Work may be continued. The Contractor shall coordinate his Work with the Surveyor and perform his operations in a manner to protect all survey stakes from harm. The Contractor shall inform the Surveyor of the Contractor's intent to remove any survey stakes and/or points before physically removing them. The Surveyor shall be responsible for providing As-Built Information for the project. The Contractor shall coordinate his operations and assist the Surveyor in maintaining accurate As-Built Information for the project. If the Contractor and the Surveyor fail to provide, as directed by the Engineer and/or these Plans and Specifications, accurate As-Built Information and other Work the Engineer deems necessary, the Engineer may elect to provide at Contractor expense, a surveyor to provide all As-Built Information and other Work as directed by the Engineer. The Engineer shall deduct expenses incurred by the Engineer-supplied surveying from monies owed to the Contractor. Payment per Section 1-04.1 for all Work and materials required for the full and complete survey Work required to complete the project and provide As-Built Information shall be included in the lump sum price for "Construction Surveying, Staking, and As-Built Information." 1-05.4(2) Contractor Provided As-Built Information Section 1-05.4(2) is a new section: (******) Prior to the backfilling of the trenches It shall be the Contractors responsibility to record the location, by centerline station, offset, and depth below pavement, of all existing utilities uncovered or crossed during his Work as covered under this project. It shall be the Contractor’s responsibility to have his Surveyor locate each major item of Work done under this contract per the survey standard of Section 1-11. Major items of Work shall include but not be limited to: Manholes, Catch basins and Inlets, Valves, vertical and Horizontal Bends, Junction boxes, Cleanouts, Side Sewers, Street Lights & Standards, Hydrants, Major Changes in Design Grade, Vaults, Culverts, Signal Poles, and Electrical Cabinets. After the completion of the Work covered by this contract, the Contractor’s Surveyor shall provide to the City electronic files , both AutoCad and pdf files of the project drawings, containing the surveyor’s AGENDA ITEM #6. o) 11/4/2020 25 as-built information and one set of white prints of the project drawings upon which he has plotted the notes of the Contractor locating existing utilities. This drawing shall bear the Surveyor’s seal and signature certifying its accuracy. All costs for as-built Work shall be included in the Contract item "Construction Surveying, Staking, and As-Built Information", lump sum. 1-05.7 Removal of Defective and/or Unauthorized Work Section 1-05.7 is supplemented with the following: (******) Upon written notice from the Engineer, the Contractor shall promptly replace and re-execute Work by Contractor forces, in accordance with the intent of the Contract and without expense to the Contracting Agency, and shall bear the expense of making good all Work of other contractors destroyed or damaged by such removal or replacement. If the Contractor does not remove such condemned Work and materials and commence re-execution of the Work within 7 calendar days of written notice from the Engineer, or fails to perform any part of the Work required by the Contract Documents, the Contracting Agency may correct and remedy such Work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. In that case, the Contracting Agency may store removed material. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized Work , or Work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of Work of others destroyed or damaged by correction, removal, or replacement of the Contractor’s unauthorized Work . If sufficient funds do not remain in the Contract and the Contractor does not pay the cost of such removal and storage within 10 calendar days from the date of the notice to the Contractor of the fact of such removal, the Contracting Agency may, upon an additional 10 calendar days written notice, sell such materials at public or private sale, and deduct all costs and expenses incurred from monies due to the Contractor, including costs of sale, and accounting to Contractor for the net proceeds remaining. The Contracting Agency may bid at any such sale. The Contractor shall be liable to the Contracting Agency for the amount of any deficiency from any funds otherwise due the Contractor. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized Work corrected immediately, have the rejected Work removed and replaced, or have Work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public, the Property Owner and the Property Owner’s property. AGENDA ITEM #6. o) 11/4/2020 26 No adjustment in contract time or compensation will be allowed because of the delay in the performance of the Work attributable to the exercise of the Contracting Agency’s rights provided by this section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency’s right to pursue any other avenue for additional remedy or damages with respect to the Contractor’s failure to perform the Work as required. 1-05.10 Guarantees Section 1-05.10 is supplemented with the following: (******) If within one year after the Acceptance Date of the Work by the Contracting Agency, defective and/or unauthorized Work is discovered, the Contractor shall promptly, upon written order by the Contracting Agency, return and in accordance with the Engineer’s instructions, either correct such Work , or if such Work has been rejected by the Engineer, remove it from the project site and replace it with non-defective and authorized Work , all without cost to the Contracting Agency. If the Contractor does not promptly comply with the written order to correct defective and/or unauthorized Work , or if an emergency exists, the Contracting Agency reserves the right to have defective and/or unauthorized Work corrected or removed and replaced pursuant to Section 1-05.7 “Removal of Defective and/or Unauthorized Work.” The Contractor agrees the above one year limitation shall not exclude or diminish the Contracting Agency’s rights under any law to obtain damages and recover costs resulting from defective and/or unauthorized Work discovered after one year but prior to the expiration of the legal time period set forth in RCW 4.16.040. The Contractor shall warrant good title to all materials, supplies, and equipment purchased for, or incorporated in the Work . Nothing contained in this paragraph, however, shall defeat or impair the right of persons furnishing materials or labor, to recover under any bond given by the Contractor for their protection, or any rights under any law permitting such persons to look to funds due the Contractor in the hands of the Contracting Agency. The provisions of this paragraph shall be inserted in all subcontracts and material contracts, and notice of its provisions shall be given to all persons furnishing materials for the Work when no formal contract is entered into for such materials. 1-05.11 Final Inspection 1-05.11(1) Substantial Completion Date Section 1-05.11(1) is a new section: (******) When the Contractor considers the Work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Engineer will schedule an inspection of the Work with the Contractor to determine the status of completion. AGENDA ITEM #6. o) 11/4/2020 27 To be considered substantially complete the following conditions must be met: 1. The Contracting Agency must have full and unrestricted use and benefit of the facilities both from the operational and safety standpoint. 2. Only minor incidental Work, replacement of temporary substitute facilities, or correction of repair Work remains to reach physical completion of the Work . The Contractor’s request shall list the specific items of Work in subparagraph two above that remains to be completed in order to reach physical completion. The Engineer may also establish the Substantial Completion Date unilaterally. If after this inspection, the Engineer concurs with the Contractor that the Work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the Work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefore. Upon receipt of written notice concurring with or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the Work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the Work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the Work physically complete and ready for Final Inspection. 1-05.11(2) Final Inspection and Physical Completion Date Section 1-05.11(2) is a new Section: (******) When the Contractor considers the Work physically complete and ready for Final Inspection, the Contractor, by Written Notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for Final Inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the Final Inspection reveals the Work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective Work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the Written Notice listing the deficiencies, the Engineer may, upon Written Notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-08.5. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the Work attributable to the exercise of the Engineer’s right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the Work was considered physically complete, that date shall constitute the Physical Completion Date of the Contract, but shall not imply all the obligations of the Contractor under the Contract have been fulfilled. AGENDA ITEM #6. o) 11/4/2020 28 1-05.11(3) Operational Testing Section 1-05.11(3) is a new section: (******) Unless otherwise noted in the Contract Documents, the Contractor shall give the Engineer a minimum of 3 working days’ notice of the time for each test and inspection. If the inspection is by another authority than the Engineer, the Contractor shall give the Engineer a minimum of 3 working days’ notice of the date fixed for such inspection. Required certificates of inspection by other authority than the Engineer shall be secured by the Contractor. It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore, when the Work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar Work , it may be desirable for the Engineer to have the Contractor operate and test the Work for a period of time, after final inspection but prior to the physical completion date. Whenever items of Work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer’s guaranties or warranties furnished under the terms of the Contract. 1-05.12 Final Acceptance The third and fourth sentences in paragraph 1 are deleted and replaced with: (******) The Final Acceptance date shall be that date in which the Renton City Council formally approves acceptance of the Work . 1-05.13 Superintendents, Labor and Equipment of Contractor Revise the last paragraph to read: (******) Whenever the Contracting Agency evaluates the Contractor’s qualifications pursuant to Section 1-02.1, the Contracting Agency will take these performance reports into account. AGENDA ITEM #6. o) 11/4/2020 29 1-05.14 Cooperation with Other Contractors Section 1-05.14 is supplemented with the following: (******) The Contractor shall afford the Contracting Agency and other contractors working in the area reasonable opportunity for the introduction and storage of their materials and the execution of their respective Work , and shall properly connect and coordinate the Contractor’s Work with theirs. Other utilities, districts, agencies, and contractors who may be working within the project area may include, but are not limited to: 1. Puget Sound Energy (gas and electric) 2. AT&T Broadband 3. CenturyLink 4. City of Renton (water, wastewater, surface water, transportation) 5. Comcast 6. Seattle Public Utilities 7. Soos Creek Sewer and Water District 8. Cedar River Sewer and Water District 9. Skyway Sewer and Water District 10. Coal Creek Sewer and Water District 11. Water District 90 12. Olympic Pipeline 13. Private contractors employed by adjacent property owners 1-05.16 Water and Power Section 1-05.16 is a new Section: (******) The Contractor shall make necessary arrangements and shall bear the costs for power and water necessary for the performance of the Work , unless the Contract includes power and water as a pay item. 1-05.17 Oral Agreements Section 1-05.17 is a new section: (******) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the Contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the Contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-05.18 Contractor's Daily Diary Section 1-05.18 is a new section: (******) The Contractor and subcontractors shall maintain and provide to the Engineer a Daily Diary Record of this Work. This diary will be created by pen entries in a hardbound diary book of the type that is commonly available through commercial outlets, or in a commonly-accepted electronic format. The diary must contain the Project and Number; if the diary is in loose-leaf form, this information must appear on every page. The diary must be kept and maintained by the Contractor's designated project AGENDA ITEM #6. o) 11/4/2020 30 superintendent(s). Entries must be made on a daily basis and must accurately represent all of the project activities on each day. At a minimum, the diary shall show on a daily basis: 1. The day and date. 2. The weather conditions, including changes throughout the day. 3. A complete description of Work accomplished during the day with adequate references to the Plans and Contract Provisions, so that the reader can easily and accurately identify said Work in the Plans. Identify location/description of photographs or videos taken that day. 4. An entry for each and every changed condition, dispute or potential dispute, incident, accident, or occurrence of any nature whatsoever which might affect the Contractor, the Contracting Agency, or any third party in any manner. 5. Listing of any materials received and stored on or off-site by the Contractor for future installation, to include the manner of storage and protection of the same. 6. Listing of materials installed during each day. 7. List of all subcontractors working on-site during each day. 8. Listing of the number of the Contractor's employees working during each day by category of employment. 9. Listing of the Contractor's equipment working on the site during each day. Idle equipment on the site shall be listed and designated as idle. 10. Notations to explain inspections, testing, stake-out, and all other services furnished by the Contracting Agency or other party during each day. 11. Entries to verify the daily (including non-Work days) inspection and maintenance of traffic control devices and condition of the traveled roadway surfaces. The Contractor shall not allow any conditions to develop that would be hazardous to the public. 12. Any other information that serves to give an accurate and complete record of the nature, quantity, and quality of Contractor's progress on each day. 13. Plan markups showing locations and dimensions of constructed features to be used by the Engineer to produce record drawings. 14. All pages of the diary must be numbered consecutively with no omissions in page numbers. 15. Each page must be signed and dated by the Contractor's official representative on the project. The Contractor may use additional sheets separate from the diary book, if necessary, to provide a complete diary record, but they must be signed, dated, and labeled with project name and number. It is expressly agreed between the Contractor and the Contracting Agency that the Daily Diary maintained by the Contractor shall be the “Contractor's Book of Original Entry” for the documentation of any potential claims or disputes that might arise during this contract. Failure of the Contractor to maintain this diary in the manner described above will constitute a waiver of any such claims or disputes by the Contractor. The Engineer or other Contracting Agency’s representative on the job site will also complete a Daily Construction Report. AGENDA ITEM #6. o) 11/4/2020 31 1-06 CONTROL OF MATERIAL 1-06.1 Approval of Materials Prior to Use Section 1-06.1 is supplemented with the following: (******) The materials and equipment lists submitted to the Engineer at the Preconstruction Conference shall include the quantity, manufacturer, and model number, if applicable, of materials and equipment to be installed under the Contract. This list will be checked by the Engineer as to conformity with the Contract Documents. The Engineer will review the lists within 10 working days, noting required corrections. The Contractor shall make required corrections and file 2 corrected copies with the Engineer within one week after receipt of required corrections. The Engineer's review and acceptance of the lists shall not relieve the Contractor from responsibility for suitability for the intended purpose, nor for deviations from the Contract Documents. 1-06.2(1) Samples and Tests for Acceptance Section 1-06.2(1) is supplemented with the following: (******) The finished Work shall be in accordance with approved samples. Approval of samples by the Engineer does not relieve the Contractor of responsibility for performance of the Work in accordance with the Contract Documents. 1-06.2(2) Statistical Evaluation of Materials for Acceptance Section 1-06.2(2) is supplemented by with the following: (******) Unless stated otherwise in the special provisions, statistical evaluation will not be used by the City of Renton. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed Section 1-07.1 is supplemented with the following: (******) The Contractor shall erect and properly maintain, at all times, as required by the conditions and progress of the Work , all necessary safeguards for protection of workers and the public; shall post danger signs warning against known or unusual hazards; and shall designate as Safety Supervisor, a responsible employee on the construction site whose duty shall be the enforcement of safety. The name and position of such person so designated shall be reported in writing to the Engineer by the Contractor. The Contractor shall, at all times, enforce strict discipline and good order among all employees and shall not employ any person unfit or not skilled in the Work assigned to him/her. Necessary sanitation conveniences for the use of the workers on the job, properly secluded from public observation, shall be provided and maintained by the Contractor. In cases of conflict between different safety regulations, the more stringent regulation shall apply. AGENDA ITEM #6. o) 11/4/2020 32 The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well-known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital or doctor’s care, and persons, including employees, who may have been injured on the project site. Employees should not be permitted to Work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor’s care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor’s plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the Work . This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor’s performance does not, and shall not, be intended to include review and adequacy of the Contractor’s safety measures, in, on, or near the project site. 1-07.6 Permits and Licenses Section 1-07.6 is supplemented with the following: (******) The Contractor shall ensure that all necessary permits are obtained, and is responsible for reviewing all permits to become familiar with the requirements. The Contractor and all subcontractors of any tier must obtain a City of Renton Business License (Contractor). The permits, easements, and right of entry documents that have been acquired are available for inspection and review. The Contractor shall be required to comply with all conditions of the permits, easements, and rights of entry, at no additional cost to the Contracting Agency. The Contractor is required to indemnify the Contracting Agency from claims on all easements and rights of entry. All other permits, licenses, etc., shall be the responsibility of the Contractor. The Contractor shall comply with the special provisions and requirements of each. Permits, permission under franchises, licenses and bonds of a temporary nature necessary for and during the prosecution of the Work , and inspection fees in connection therewith shall be secured and paid for by the Contractor. If the Contracting Agency is required to secure such permits, permission under franchises, licenses and bonds, and pay the fees, the costs incurred by the Contracting Agency thereby shall be charged against the Contractor and deducted from any funds otherwise due the Contractor. AGENDA ITEM #6. o) 11/4/2020 33 The Contractor is cautioned to review all permits and other Contract Documents and schedule the work activities appropriately to complete the work within the number of days stated in the Contract Document. No additional compensation or extensions to time will be granted to the Contractor due to the time constraints imposed by such documents. The Contractor shall assume all responsibility for meeting all requirements of all permits. Any fines or penalties incurred by Contracting Agency for not meeting state water quality standards and/or lack of stormwater pollution prevention on this Project shall be deducted from monies otherwise due to Contractor. Any fines assessed directly to Contractor shall be paid directly to the fining authority, at the Contractor’s own cost. 1-07.9 Wages 1-07.9(5) Required Documents Delete the first sentence of the third paragraph, and replace it with the following: (******) The Contractor must submit weekly-certified payrolls for the Contractor and all subcontractors and lower tier subcontractors, regardless of project’s funding source. 1-07.11 Requirements for Non-Discrimination 1-07.11(11) City of Renton Affidavit of Compliance Section 1-07.11(11) is a new section: (******) Each Contractor, Subcontractor, Consultant, and or Supplier shall complete and submit a copy of the “City of Renton Fair Practices Policy Affidavit of Compliance”. A copy of this document will be bound in the bid documents. 1-07.12 Federal Agency Inspection Section 1-07.12 is supplemented with the following: (******) Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this contract; provided, however, that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this contract require that the Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each subcontract requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates. The Contractor shall also ensure that this Section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for subcontractors and lower tier subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. AGENDA ITEM #6. o) 11/4/2020 34 1-07.13 Contractor’s Responsibility for Work 1-07.13(1) General Section 1-07.13(1) is supplemented with the following: (******) During unfavorable weather and other conditions, the Contractor shall pursue only such portions of the Work as shall not be damaged thereby. No portion of the Work whose satisfactory quality or efficiency will be affected by unfavorable conditions shall be constructed while these conditions exist, unless the Contractor shall be able to overcome said unfavorable conditions by special means or precautions acceptable to the Engineer. 1-07.15 Temporary Water Pollution Prevention Delete this section in its entirety and replace with the following: (******) The Contractor shall perform all Work in strict accordance with all Federal, State, and local laws and regulations governing waters of the State, as well as permits acquired for the project. The Contractor shall prepare a final Temporary Water Pollution/Erosion Control Plan (TWPECP) and a final SWPPP. The TWPECP and SWPPP shall be developed in accordance with the erosion control standards contained in the Current City of Renton Surface Water Design Manual. The plan shall include any assumptions, detailed calculations, sketches and sequencing. The plan shall be signed and stamped by a Washington State Professional Engineer. A TESC supervisor shall be designated by the Contractor, whose name and phone number shall be given to the Engineer at the Preconstruction Conference. The TESC supervisor must be CESCL certified in accordance with NPDES permit requirements. The plan shall be submitted for approval to the City within 10 days of the Notice of Award. The TWPECP shall include the various configurations that may be necessary to adequately control erosion and sediment at the site during the various stages of construction. Design of dewatering, water control, bypass systems, and temporary erosion and sediment control during construction shall be the responsibility of the Contractor. At a minimum, the plan shall contain: 1. Manufacturer’s data and detailed plans for the erosion control products specified in the plan. 2. Plan for temporary pipe system diversions. This shall include a description of when the piping will be used, pipe material, locations, elevations, plan and profile views, inlet and outlet protection, hydraulic capacity, and details of important design features. 3. Plan for collecting, pumping and pipe surface stormwater runoff, dewatering discharge, and seepage from the source to the Baker Tank or acceptable discharge. The plan shall be shown in phases to coincide with the phases of construction. The plan shall include: a. Layout and details of system. b. Diversion systems manufacturer’s data and material submittals. c. Pump and pipe types, sizes, manufacturer’s data, and design criteria for pump sizing. AGENDA ITEM #6. o) 11/4/2020 35 d. Flow calculations for stormwater, seepage, and dewatering pump discharge. Schedule and sketch of location for dewatering systems. Pumps shall be sized to pump stormwater runoff for the tributary area plus an allowance for groundwater and surface seepage. Each pump area location shall be equipped with two pumps meeting the capacity requirement, in case one is non-operational. e. Source of power for pumps, description of schedule and fueling requirements, storage location, and methods. 4. Manufacturer’s literature and test results (certificates) on the temporary silt fence, erosion control matting, riprap gradations, and any other necessary erosion control materials. 5. Planned installation and maintenance schedule for temporary erosion and sedimentation control facilities. Indicate locations and outlets of dewatering systems. 6. The boundaries of the clearing limits, sensitive areas and their buffers, and areas of vegetation preservation and tree retention. The Contractor shall also prepare a final SWPPP. The SWPPP must meet the requirements of the Department of Ecology’s NPDES and State Waste Discharge General Permit for Stormwater Discharges Associated with Construction Activity (General Permit). The SWPPP shall include and modify as necessary the Site Preparation and Erosion Control Plan drawings provided as part of the Contract Plans. The Contractor shall prepare, review, and modify the SWPPP as necessary to be consistent with the actual work schedule, sequencing, and construction methods that will be used on the project. The Contractor’s SWPPP shall meet the requirements of the general permit. The Contractor shall: • Furnish, install, operate, and maintain necessary machinery, appurtenances, and equipment to keep excavations free of water during construction; • Dewater and dispose of water in a manner that will not cause injury to public and private property, as well as keep sediment-laden water from entering the City surface water system or violate applicable water standards; • Keep sufficient pumping equipment and machinery on hand at all times for emergencies, including electric power failures; • Keep experienced personnel available at all times to operate pumping equipment, machinery and appliances; • Not shut down dewatering systems between shifts, on holidays and weekends, nor during work stoppages without prior authorization by the Engineer; • Control groundwater to prevent softening of bottoms of excavations, or formation of “quick” conditions or “boils”; • Design and operate dewatering system that will not remove natural soils; • Keep excavations free of water during excavation, construction of structures, installation of pipelines, placing of structures, backfill, and placing and curing of concrete; and • Control surface water runoff to prevent entry and collection in excavations. As construction progresses and unexpected or seasonal conditions dictate, the Contractor shall anticipate that more water pollution/erosion control measures will be necessary. It shall be the obligation and responsibility of the Contractor to revise or supplement the pollution/erosion control measures as may be needed to protect the work, adjacent properties, storm drains, streams, and other water bodies. AGENDA ITEM #6. o) 11/4/2020 36 At all times, there must be material on the job site to handle any spills caused by the Contractor, such as tack, oils, diesel, etc. Materials would include, but not be limited to, oil absorbent pads and “kitty litter.” The Contractor must supply said materials at his expense and, in the event of a spill, be responsible for cleanup and disposal of contaminated materials. In addition, the SWPPP shall outline the procedures to be used to prevent high pH stormwater or dewatering water from entering surface waters. The plan shall include how the pH of the water will be maintained between pH 6.5 and pH 8.5 prior to being discharged from the project or entering surface waters. Prior to beginning any concrete or grinding work, the Contractor shall submit the plan, for the Engineer’s review and approval. An Ecology template is available to the Contractor for producing the SWPPP, using project- specific information added by the Contractor. The template and instructions are available at: http://www.ecy.wa.gov/programs/wq/stormwater/construction. The Engineer’s review and any resulting approval of the Contractor’s SWPPP and TESCP will be only regarding conformance with the specification requirement that the Contractor have the plans prepared by a CPESC or professional Civil Engineer who has expertise in the type of facilities and that the SWPPP and TESCP include the items specified for such plans. The Contractor shall be solely responsible for the adequacy of the SWPPP and TESCP and if erosion sediment, and other pollutant control measures in deviation or addition to those described in the SWPPP become necessary to minimize erosion and prevent storm water contamination from sediment and other pollutants, the Contractor shall prepare and submit a revised SWPPPP to the Engineer for review as specified for the original plan. The Contracting Agency will not be liable to the Contractor for failure to accept all or any portion of an originally submitted or revised SWPPP, nor for any delays to the Work due to the Contractor’s failure to submit and implement an acceptable SWPPP. 1-07.16 Protection and Restoration of Property 1-07.16(1) Private/Public Property Section 1-07.16(1) is supplemented with the following: (******) The Contracting Agency will obtain all easements and franchises required for the project. The Contractor shall limit his operation to the areas obtained and shall not trespass on private property. The Contracting Agency may provide certain lands, as indicated in connection with the Work under the Contract together with the right of access to such lands. The Contractor shall not unreasonably encumber the premises with his equipment or materials. The Contractor shall provide, with no liability to the Contracting Agency, any additional land and access thereto not shown or described that may be required for temporary construction facilities or storage of materials. He shall construct all access roads, detour roads, or other temporary Work as required by his operations. The Contractor shall confine his equipment, storage of material, and operation of his workers to those areas shown and described and such additional areas as he may provide. AGENDA ITEM #6. o) 11/4/2020 37 A. General. All construction Work under this contract on easements, right-of-way, over private property or franchise, shall be confined to the limits of such easements, right-of-way or franchise. All Work shall be accomplished so as to cause the least amount of disturbance and a minimum amount of damage. The Contractor shall schedule his Work so that trenches across easements shall not be left open during weekends or holidays and trenches shall not be open for more than 48 hours. B. Structures. The Contractor shall remove such existing structures as may be necessary for the performance of the Work and, if required, shall rebuild the structures thus removed in as good a condition as found. He shall also repair all existing structures that may be damaged as a result of the Work under this contract. C. Easements, cultivated areas, and other surface improvements. All cultivated areas, either agricultural or lawns, and other surface improvements which are damaged by actions of the Contractor shall be restored as nearly as possible to their original condition. Prior to excavation on an easement or private right-of-way, the Contractor shall strip topsoil from the trench or construction area and stockpile it in such a manner that it may be replaced by him, upon completion of construction. Ornamental trees and shrubbery shall be carefully removed with the earth surrounding their roots wrapped in burlap and replanted in their original positions within 48 hours. All shrubbery or trees destroyed or damaged, shall be replaced by the Contractor with material of equal quality at no additional cost to the Contracting Agency. In the event that it is necessary to trench through any lawn area, the sod shall be carefully cut and rolled and replaced after the trenches have been backfilled. The lawn area shall be cleaned by sweeping or other means, of all earth and debris. The Contractor shall use rubber wheel equipment similar to the small tractor-type backhoes used by side sewer contractors for all Work, including excavation and backfill, on easements or rights-of-way, which have lawn areas. All fences, markers, mailboxes, or other temporary obstacles shall be removed by the Contractor and immediately replace, after the trench is backfilled, in their original position. The Contractor shall notify the Contracting Agency and Property Owner at least 24 hours in advance of any Work done on easements or rights-of-way. Damage to existing structures outside of easement areas that may result from dewatering and/or other construction activity under this contract shall be restored to their original condition or better. The original condition shall be established by photographs taken and/or inspection made prior to construction. All such Work shall be done to the satisfaction of the Property Owners and the Contracting Agency at the expense of the Contractor. D. Streets. The Contractor will assume all responsibility of restoration of the surface of all streets (traveled ways) used by him if damaged. In the event the Contractor does not have labor or material immediately available to make necessary repairs, the Contractor shall so inform the Contracting Agency. The Contracting Agency will make the necessary repairs and the cost of such repairs shall be paid by the Contractor. AGENDA ITEM #6. o) 11/4/2020 38 The Contractor is responsible for identifying and documenting any damage that is pre-existing or caused by others. Restoration of excavation in City streets shall be done in accordance with the City of Renton Trench Restoration Requirements, which is available at the Public Works Department Customer Services counter on the 6th floor, Renton City Hall, 1055 South Grady Way or can be found on the City’s website at https://edocs.rentonwa.gov/Documents/ElectronicFile.aspx?docid=1074326&dbid=0&repo=CityofRenton. 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented with the following: (******) Existing utilities indicated in the Plans have been plotted from the best information available to the Engineer. Information and data shown or indicated in the Contract Documents with respect to existing underground utilities or services at or contiguous to the project site are based on information and data furnished to the Contracting Agency and the Engineer by owners of such underground facilities or others, and the Contracting Agency and the Engineer do not assume responsibility for the accuracy or completeness thereof. It is to be understood that other aboveground or underground facilities not shown in the Plans may be encountered during the course of the Work. All utility valves, manholes, vaults, or pull boxes which are buried shall be conspicuously marked in a fashion acceptable to the Contracting Agency and the Engineer by the Contractor to allow their location to be determined by the Engineer or utility personnel under adverse conditions, (inclement weather or darkness). Where underground main distribution conduits, such as water, gas, sewer, electric power, or telephone, are shown on the Plans, the Contractor, for the purpose of preparing his bid, shall assume that every property parcel will be served by a service connection for each type of utility. The Contractor shall check with the utility companies concerning any possible conflict prior to commencing excavation in any area. The Contractor shall resolve all crossing and clearance problems with the utility company concerned. No excavation shall begin until all known facilities, in the vicinity of the excavation area, have been located and marked. In addition to the Contractor having all utilities field marked before starting Work , the Contractor shall have all utilities field marked after they are relocated in conjunction with this project. Call Before You Dig The 48-Hour Locators 1-800-424-5555 At least 2 and not more than 10 working days prior to commencing any excavations for utility potholing or for any other purpose under this Contract, the Contractor shall notify the Underground Utilities Location Center by telephone of the planned excavation and progress schedule. The Contractor is also warned that there may be utilities on the project that are not part of the One Call system. They must be contacted directly by the Contractor for locations. The Contractor shall make arrangements 48 hours in advance with respective utility owners to have a representative present when their utility is exposed or modified, if the utility chooses to do so. AGENDA ITEM #6. o) 11/4/2020 39 Existing utilities for telephone, power, gas, water, and television cable facilities shall be adjusted or relocated by the appropriate utility company unless otherwise noted in the Plans. These adjustments may be completed before the Contractor begins Work or may be performed in conjunction with the Contract Work . The Contractor shall be entirely responsible for coordination with the utility companies and arranging for the movement or adjustment, either temporary or permanent, of their facilities within the project limits. See also Section 1-05.14 of these Special Provisions. If or when utility conflicts occur, the Contractor shall continue the construction process on other aspects of the project whenever possible. No additional compensation will be made to the Contractor for reason of delay caused by the actions of any utility company, and the Contractor shall consider such costs to be incidental to the other items of the Contract. Utility Potholing Potholing may be included as a bid item for use in determining the location of existing utilities in advance of the Contractor's operations. If potholing is not included as a bid item then it shall be considered incidental to other Work . The Contractor shall submit all potholing requests to the Engineer for approval, at least 2 working days before potholing is scheduled. Additionally, the Contractor shall provide potholing at the Engineer's request. In no way shall the Work described under Utility Potholing relieve the Contractor of any of the responsibilities described in Section 1-07.17 of the Standard Specifications and Special Provisions, and elsewhere in the Contract Documents. 1-07.17(3) Site Specific Potholing Section 1-07.17(3) is a new section: (******) Site Specific Potholing is intended to be additional potholing as directed by the Engineer, which is in addition to potholing included as incidental for utility installation. Where underground utilities are found to be in the way of construction, such condition shall not be deemed to be a changed or differing site condition, and if necessary, pipe alignment or grade shall be modified. No payment will be made unless potholing has been performed prior to trench excavation, and witnessed by the Engineer. Different utilities may be found to occupy a common trench. Any two or more utilities separated by 3 feet or less shall constitute one locate. Where multiple utilities exist in close proximity, the Contractor shall be paid for one locate for every 5 feet of exploration trench. The quantity for this item is included to provide a common proposal for bid purposes. The actual quantity used in construction may vary from that amount. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. The contractor shall perform this potholing a minimum of five working days prior to crossing to allow for potential revisions. The contractor shall not have cause for claim of down-time or any other additional costs associated with ‘waiting’ if the owner provides design revisions (related to the information supplied per this section) within three working days after the contractor provides the surveyed elevations. In no way shall the Work described under Site Specific Potholing relieve the Contractor of any of the responsibilities described in Section 1-07.17 of the Standard Specifications and Special Provisions, and elsewhere in the Contract Documents. AGENDA ITEM #6. o) 11/4/2020 40 1-07.17(4) Interruption of Services Section 1-07.17(4) is a new section: (******) Whenever, in the course of the construction operation, it becomes necessary to cause an outage of utilities, it shall be the Contractor's responsibility to notify the affected users and the Engineer not less than 48 hours in advance of such outage. The Contractor shall make reasonable effort to minimize the duration of outages, and shall estimate the length of time service will be interrupted and so notify the users. In the case of any utility outage that has exceeded or will exceed four hours, user contact shall again be made. Temporary service, if needed, will be arranged by the Contractor at no cost to the Contracting Agency. Overhead lighting outages shall not exceed 24 hours. All cost to the Contractor for providing temporary overhead lighting to meet above requirements shall be incidental to the various unit and Lump sum items of the Contract; no separate payment will be made. 1-07.17(5) Resolution of Utility Conflicts (******) Section 1-07.17(5) is a new section: In no way shall the work described under Resolution of Utility Conflicts relieve Contractor of any of the responsibilities described in Section 1-07.17 of the Standard Specifications and Special Provisions, and elsewhere in the Contract Documents. If or when utility conflicts occur, Contractor shall continue the construction process on other aspects of the project whenever possible. If “Resolution of utility conflicts” is included as a bid item in Section 1-09.14, it shall be used to resolve any new identified utility conflicts not otherwise shown on the Contract Drawing or Specifications that are identified during the course of construction. 1-07.18 Public Liability and Property Damage Insurance Section 1-07.18 Delete this section in its entirety and replace with the following: (******) 1-07.18(1) General The Contractor shall obtain and maintain in full force and effect, from the Contract Execution Date to the Completion Date, public liability and property damage insurance with an insurance company(ies) or through sources approved by the State Insurance Commissioner pursuant to RCW 48.05. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency. Insurance shall provide coverage to the Contractor, all subcontractors, Contracting Agency and the Contracting Agency's consultant. The coverage shall protect against claims for bodily injuries, personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. If warranted work is required, the Contractor shall provide the City proof that insurance coverage and limits established under the term of the Contract for work are in full force and effect during the period of warranty work. AGENDA ITEM #6. o) 11/4/2020 41 The Contracting Agency may request a copy of the actual declaration pages(s) for each insurance policy effecting coverage(s) required on the Contract prior to the date work commences. Failure of the Contractor to fully comply during the term of the Contract with the requirements described herein will be considered a material breach of contract and shall be caused for immediate termination of the Contract at the option of the Contracting Agency. All costs for insurance shall be incidental to and included in the unit or Lump Sum prices of the contract and no additional payment will be made. 1-07.18(2) Coverages All coverage provided by the Contractor shall be in a form and underwritten by a company acceptable to the Contracting Agency. The City requires that all insurers: 1. Be licensed to do business within the State of Washington. 2. Coverage to be on an "occurrence" basis (Professional Liability and Pollution coverage are acceptable when written on a claims-made basis). The City may also require proof of professional liability coverage be provided for up to two (2) years after the completion of the project. 3. The City may request a copy of the actual declaration page(s) for each insurance policy affecting coverage(s) required by the Contract prior to the date work commences. 4. Possess a minimum A.M. best rating of AVII (A rating of A XII or better is preferred.). If any insurance carrier possesses a rating of less than AVII, the City may make an exception. The City reserves the right to approve the security of the insurance coverage provided by the insurance company(ies), terms, conditions, and the Certificate of Insurance. Failure of the Contractor to fully comply during the term of the Contract with these requirements will be considered a material breach of contract and shall be cause for immediate termination of the contract at the option of the City. The Contractor shall obtain and maintain the minimum insurance coverage set forth below. By requiring such minimum insurance, the City of Renton shall not be deemed or construed to have assessed the risks that may be applicable to the Contractor. The Contractor shall assess its own risks and if it deems appropriate and/or prudent, maintain higher limits and/or broader coverage. Coverage shall include: A. Commercial General Liability - ISO 1993 Form or equivalent. Coverage will be written on an occurrence basis and include: • Premises and Operations (including CG2503; General Aggregate to apply per project, if applicable) • Explosion, Collapse, and Underground Hazards. • Products/Completed Operations • Contractual Liability (including Amendatory Endorsement CG 0043 or equivalent which includes defense coverage assumed under contract) • Broad Form Property Damage • Independent Contractors AGENDA ITEM #6. o) 11/4/2020 42 • Personal/Advertising Injury • Stop Gap Liability B. Automobile Liability including all: • Owned Vehicles • Non-Owned Vehicles • Hired Vehicles C. Workers' Compensation: • Statutory Benefits (Coverage A) - Show Washington Labor & Industries Number D. Umbrella Liability (when necessary): • Excess of Commercial General Liability and Automobile Liability. Coverage should be as broad as primary. E. Professional Liability - (whenever the work under this Contract includes Professional Liability, including Advertising activities) the (CONTRACTOR) shall maintain professional liability covering wrongful acts, errors and/or omissions of the (CONTRACTOR) for damage sustained by reason of or in the course of operations under this Contract. F. Pollution Liability - the City may require this coverage whenever work under this Contract involves pollution risk to the environment. This coverage is to include sudden and gradual coverage for third party liability including defense costs and completed operations. Contractor shall name City of Renton, and its officers, officials, agents, employees and volunteers as Additional Insured (ISO Form CG 2010 or equivalent). The Contractor shall provide City of Renton Certificates of Insurance prior to commencement of work. The City reserves the right to request copies of insurance policies, if at their sole discretion it is deemed appropriate. Further, all policies of insurance described above shall: A. Be on a primary basis not contributory with any other insurance coverage and/or self-insurance carried by City of Renton. B. Include a Waiver of Subrogation Clause. C. Severability of Interest Clause (Cross Liability). D. The Contractor shall provide the Contracting Agency and all Additional Insured’s with written notice of any policy cancellation, within two business days of their receipt of such notice. E. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days’ notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. 1-07.18(3) Limits LIMITS REQUIRED Providing coverage in these stated amounts shall not be construed to relieve the Contractor from liability in excess of such limits. The Contractor shall carry the following limits of liability as required below: AGENDA ITEM #6. o) 11/4/2020 43 Commercial General Liability General Aggregate* $2,000,000 ** Products/Completed Operations Aggregate $2,000,000 ** Each Occurrence Limit $1,000,000 Personal/Advertising Injury $1,000,000 Fire Damage (Any One Fire) $50,000 Medical Payments (Any One Person) $5,000 Stop Gap Liability $1,000,000 * General Aggregate to apply per project (ISO Form CG2503 or equivalent) **Amount may vary based on project risk Automobile Liability Bodily Injury/Property Damage $1,000,000 (Each Accident) Workers' Compensation Statutory Benefits - Coverage A Variable (Show Washington Labor and Industries Number) Umbrella Liability Each Occurrence Limit $1,000,000 General Aggregate Limit $1,000,000 Products/Completed Operations Aggregate $1,000,000 Professional Liability (If required) Each Occurrence/ Incident/Claim $1,000,000 Aggregate $2,000,000 Pollution Liability (If required) to apply on a per project basis Per Loss $1,000,000 Aggregate $1,000,000 The City may require the Contractor to keep professional liability coverage in effect for up to two (2) years after completion of the project. The Contractor shall promptly advise the CITY OF RENTON in the event any general aggregates are reduced for any reason, and shall reinstate the aggregate at the Contractor’s expense to comply with the minimum limits and requirements as stated above and shall furnish to the CITY OF RENTON a new certificate of insurance showing such coverage is in force. 1-07.18(4) Evidence of Insurance: Within 20 days of award of the Contract, the Contractor shall provide evidence of insurance by submitting to the Contracting Agency the Certificate of Insurance (ACORD Form 25s or equivalent) conforming to items as specified in Sections 1-07.18(1), 1-07.18(2), and 1-07.18(3) as revised above. Other requirements are as follows: A. Strike the following or similar wording: "This Certificate is issued as a matter of information only and confers no rights upon the Certificate Holder". AGENDA ITEM #6. o) 11/4/2020 44 B. Strike the wording regarding cancellation notification to the City: "Failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representatives". C. Amend the cancellation clause to state: "Should any of the above described policies be cancelled before the expiration date thereof, notice will be delivered in accordance with the policy provisions." For Professional Liability coverage only, instead of the cancellation language specified above, the City will accept a written agreement that the consultant's broker will provide the required notification. 1-07.22 Use of Explosives Section 1-07.22 is supplemented with the following: (******) Explosives shall not be used without specific authority of the Engineer, and then only under such restrictions as may be required by the proper authorities. Explosives shall be handled and used in strict compliance with WAC 296-52 and such local laws, rules and regulations that may apply. The individual in charge of the blasting shall have a current Washington State Blaster Users License. The Contractor shall obtain, comply with, and pay for such permits and costs as are necessary in conjunction with blasting operations. 1-07.23 Public Convenience and Safety 1-07.23(1) Construction Under Traffic Revise the second paragraph to read: (******) To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass through the Work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, driveways, and paths within the project limits, keeping them open, and in good, clean, safe condition at all times. Accessibility to existing or temporary pedestrian push buttons shall not be impaired. Deficiencies caused by the Contractor’s operations shall be repaired at the Contractor ’s expense. Deficiencies not caused by the Contractor’s operations shall be repaired by the Contractor when directed by the Engineer, at the Contracting Agency’s expense. The Contractor shall also maintain roads, streets, sidewalks, driveways, and paths adjacent to the project limits when affected by the Contractor’s operations. Snow and ice control will be performed by the Contracting Agency on all projects. Cleanup of snow and ice control debris will be at the Contracting Agency’s expense. The Contractor shall perform the following: 1. Remove or repair any condition resulting from the Work that might impede traffic or create a hazard. 2. Keep existing traffic signal and highway lighting systems in operation as the Work proceeds. (The Contracting Agency will continue the route maintenance on such system.) 3. Maintain the striping on the roadway at the Contracting Agency’s expense. The Contractor shall be responsible for scheduling when to renew striping, subject to the approval of the Engineer. When the scope of the project does not require Work on the roadway, the Contracting Agency will be responsible for maintaining the striping. 4. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency’s expense, except those damaged due to the Contractor’s operations. AGENDA ITEM #6. o) 11/4/2020 45 5. Keep drainage structures clean to allow for free flow of water. Cleaning of existing drainage structures will be at the Contracting Agency’s expense when approved by the Engineer, except when flow is impaired due to the Contractor’s operations. 6. At the request of the Contracting Agency, the contractor shall remove steel plates and temporarily backfill and patch utility trenches to allow the Contracting Agency to utilize equipment for snow and ice removal through the project area. This request shall be considered a change of conditions and eligible for reimbursement of costs. 1-07.23(1) is supplemented with the following: (******) The Contractor shall be responsible for controlling dust and mud within the project limits and on any street, which is utilized by his equipment for the duration of the project. The Contractor shall be prepared to use watering trucks, power sweepers, and other pieces of equipment as deemed necessary by the Engineer, to avoid creating a nuisance. Dust and mud control shall be considered as incidental to the project and no compensation will be made for this section. Complaints of dust, mud, or unsafe practices and/or property damage to private ownership will be transmitted to the Contractor and prompt action in correcting them will be required by the Contractor. The Contractor shall maintain the roads during construction in a suitable condition to minimize affects to vehicular and pedestrian traffic. All cost to maintain the roads shall be borne by the Contractor. At least one-way traffic shall be maintained on all cross-streets within the project limits during working hours. One lane shall be provided in each direction for all streets during non-working hours. The Contractor shall provide one drivable roadway lane and maintain convenient access for local and commuter traffic to driveways, businesses, and buildings along the line of Work throughout the course of the project. Such access shall be maintained as near as possible to that which existed prior to the commencement of construction. This restriction shall not apply to the paving portion of the construction process. The Contractor shall notify and coordinate with all property owners and tenants of street closures, or other restrictions which may interfere with their access at least 24 hours in advance for single-family residential property, and at least 48 hours in advance for apartments, offices, and commercial property. The Contractor shall give a copy of all notices to the Engineer. When the abutting owners’ access across the right-of-way line is to be eliminated and replaced under the Contract by other access, the existing access shall not be closed until the replacement access facility is available. All unattended excavations shall be properly barricaded and covered at all times. The Contractor shall not open any trenches that cannot be completed and refilled that same day. Trenches shall be patched or covered by a temporary steel plate, at the Contractor’s expense, except in areas where the roadway remains closed to public traffic. Steel plates must be anchored. AGENDA ITEM #6. o) 11/4/2020 46 1-07.23(2) Construction and Maintenance of Detours (******) Revise the first paragraph to read: Unless otherwise approved, the Contractor shall maintain two-way traffic during construction. The Contractor shall build, maintain in a safe condition, keep open to traffic, and remove when no longer needed: 1. Detours and detour bridges that will accommodate traffic diverted from the roadway, bridge, sidewalk, driveway, or path during construction, 2. Detour crossings of intersecting highways, and 3. Temporary approaches. 1-07.24 Rights-of-Way Delete this section in its entirety, and replace it with the following: (******) Street right-of-way lines, limits of easements, and limits of construction permits are indicated on the Drawings. The Contractor’s construction activities shall be confined within these limits unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights-of-way and easements, both permanent and temporary, necessary for carrying out the completion of the Work . Exceptions to this are noted in the Contract Documents or brought to the Contractor’s attention by a duly issued addendum. Whenever any of the Work is accomplished on or through property other than public right-of-way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements are included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights-of-entry have not been acquired prior to advertising, these areas are so noted on the Drawings. The Contractor shall not proceed with any portion of the Work in areas where right-of-way, easements, or rights-of-entry have not been acquired until the Engineer certifies to the Contractor that the right-of-way or easement is available or that the right-of-entry had been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry of right-of-way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours’ notice prior to entry by the Contactor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability of the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the Work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this Contract. The statement shall be signed by the private property AGENDA ITEM #6. o) 11/4/2020 47 owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1-07.28 Confined Space Entry Section 1-07.28 is a new section: The Contractor shall: 1. Review and be familiar with the City’s Public Works Confined Space Entry Program. 2. Review documented information about the City confined spaces in which entry is intended as listed and described in the City’s Attribute and Map Book. This information includes identified hazards for each permit-required confined space. 3. Each contractor shall have their own confined space entry program. Upon request of the City they will provide a statement confirming they are in compliance with their confined space entry program including requirements for confined space training for employees associated with the project. 4. Be responsible for following all confined space requirements established by the provisions in WAC 296-809 and its chapters. 5. Coordinate entry operations with the City when employees from the contractor will be working in or near City confined spaces. 6. Discuss entry operations with the City, including the program followed during confined space entry. 7. Debrief the City on any hazards confronted or created at the completion of entry operations. 8. Place signs stating, “Danger, Follow Confined Space Entry Procedure before Entering” at each confined space to be entered. Never leave the confined space open and unattended. The contractor’s or consultant’s point of contact with the City in regard to confined space entry will be the City’s assigned construction inspector. 1-08 PROSECUTION AND PROGRESS 1-08.0 Preliminary Matters Section 1-08.0 is a new section with subsection: (******) 1-08.0(1) Preconstruction Conference Section 1-08.0(1) is a new subsection: (******) The Engineer will furnish the Contractor with copies of the Contract Documents per Section 1-02.2 “Plans and Specifications”. Additional documents may be furnished upon request at the cost of reproduction. Prior to undertaking each part of the Work the Contractor shall carefully study and compare the Contract Documents, and check and verify pertinent figures shown therein and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy, which the Contractor may discover. AGENDA ITEM #6. o) 11/4/2020 48 After the Contract has been executed, but prior to the Contractor beginning the Work , a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The Contractor shall prepare and submit at the preconstruction meeting: 1. Contractor's plan of operation and progress schedule (3+ copies) 2. Approval of qualified subcontractors (bring list of subcontractors if different from list submitted with bid) 3. List of materials fabricated or manufactured off the project 4. Material sources on the project 5. Names of principal suppliers 6. Detailed equipment list, including “Rental Rate Blue Book” hourly costs (both working and standby rates) 7. Weighted wage rates for all employee classifications anticipated to be used on Project 8. Cost percentage breakdown for lump sum bid item(s) 9. Shop Drawings (bring preliminary list) 10. Traffic Control Plans (3+ copies) 11. Temporary Water Pollution/Erosion Control Plan 12. Shoring Plans (per section 1-09.14(2)B), if applicable In addition, the Contractor shall be prepared to address: Bonds and insurance Project meetings – schedule and responsibilities Provision for inspection for materials from outside sources Responsibility for locating utilities Responsibility for damage Time schedule for relocations, if by other than the Contractor Compliance with Contract Documents Acceptance and approval of Work Labor compliance, payrolls, and certifications Safety regulations for the Contractors’ and the Contracting Agency's employees and representatives Suspension of Work , time extensions Change order procedures Progress estimates, procedures for payment Special requirements of funding agencies Construction engineering, advance notice of special Work Any interpretation of the Contract Documents requested by the Contractor Any conflicts or omissions in Contract Documents Any other problems or questions concerning the Work Processing and administration of public complaints Easements and rights-of-entry Other contracts The franchise utilities may be present at the preconstruction conference, and the Contractor should be prepared for their review and discussion of progress schedule and coordination. AGENDA ITEM #6. o) 11/4/2020 49 1-08.0(2) Hours of Work Section 1-08.0(2) is a new subsection: (******) Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 5:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day Work week. The normal straight time 8-hour working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the Work. If a Contractor desires to perform Work before 7:00 a.m. or after 5:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to Work such times. Permission to Work longer than an 8-hour period between 7:00 a.m. and 5:00 p.m. is required. Such requests shall be submitted to the Engineer no later than noon on the working day prior to the day for which the Contractor is requesting permission to Work . Permission to Work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 7:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue Work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency’s noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor’s operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to Work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or the Engineer. These conditions may include but are not limited to: requiring the Engineer or such assistants as the Engineer may deem necessary to be present during the Work; requiring the Contractor to reimburse the Contracting Agency for the cost of engineering salaries paid Contracting Agency employees who worked during such times; considering the Work performed on Saturdays, Sundays, and holidays as working days with regards to the Contract Time; and considering multiple Work shifts as multiple working days with respect to Contract Time even though the multiple shifts occur in a single 24-hour period. Assistants may include, but are not limited to, survey crews; personnel from the material testing labs; inspectors; and other Contracting Agency employees when in the opinion of the Engineer such Work necessitates their presence. 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees Section 1-08.0(3) is a new subsection: (******) Where the Contractor elects to Work on a Saturday, Sunday, holiday, or longer than an 8-hour Work shift on a regular working day, as defined in the Standard Specifications, such Work shall be considered as overtime Work . On all such overtime Work an inspector will be present, and a survey crew may be required at the discretion of the Engineer. The Contractor shall reimburse the Contracting Agency for the full amount of the straight time plus overtime costs for employees and representative(s) of the Contracting Agency required to work overtime hours. The Contractor, by these Specifications, does hereby authorize the Engineer to deduct such costs from the amount due or to become due the Contractor. AGENDA ITEM #6. o) 11/4/2020 50 1-08.1 Subcontracting (******) Revise the second paragraph to read: The Contractor shall not subcontract Work unless the Engineer approves in writing. Each request to subcontract shall be on the form the Engineer provides. If the Engineer requests, the Contractor shall provide proof that subcontractor has the experience, ability, and equipment the Work requires. The Contractor shall require each subcontractor to comply with Section 1-07.9 and to furnish all certificates and statements required by the Contract. The Contractor shall require each subcontractor of every tier to meet the responsibility criteria stated in RCW 39.06, and shall include these requirements in every subcontract of every tier. Section 1-08.1 is supplemented with the following: (******) Written requests for change in subcontractors shall be submitted by the Contractor to the Engineer at least 7 calendar days prior to start of a subcontractor's Work . The Contractor agrees that he/she is fully responsible to the Contracting Agency for the acts and omissions of all subcontractors and lower-tier subcontractors, and persons either directly or indirectly employed by the subcontractors, as well as for the acts and omissions of persons directly employed by the Contractor. The Contractor shall be required to give personal attention to the Work that is sublet. Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and the Contracting Agency. The Contractor shall be responsible for making sure all subcontractors submit all required documentation, forms, etc. 1-08.2 Assignment The second paragraph of Section 1-08.2 is deleted and replaced with the following: (******) The Contractor shall not assign any moneys due or to become due to the Contractor hereunder without the prior written consent of the Contracting Agency. The assignment, if approved, shall be subject to all setoffs, withholdings, and deductions required by law and the Contract. 1-08.3 Progress Schedule Delete this section in its entirety and replace with the following: (******) The progress schedule for the entire project shall be submitted 7 calendar days prior to the Preconstruction Conference. The schedule shall be prepared using the critical path method (CPM), preferably using Microsoft Project or equivalent software. The schedule shall contain the following information, at a minimum: 1. Construction activities, in sufficient detail that all activities necessary to construct a complete and functional project are considered. Any activity that has a scheduled duration exceeding 30 calendar days shall be subdivided until no sub-element has a duration exceeding 30 calendar days. 2. The schedule shall clearly indicate the activities that comprise the critical path. For each activity not on the critical path, the schedule shall show the float, or slack, time. AGENDA ITEM #6. o) 11/4/2020 51 3. Procurement of material and equipment. 4. Submittals requiring review by the Engineer. Submittal by the Contractor and review by the Engineer shall be shown as separate activities. 5. Work to be performed by a subcontractor, agent, or any third party. 6. Allowances for delays that could result from normal inclement weather (time extensions due to inclement weather will not be allowed). 7. Allowances for the time required by utilities (Contracting Agency’s and others) to locate, monitor, and adjust their facilities as required. The Engineer may request the Contractor to alter the progress schedule when deemed necessary in the opinion of the Engineer, in the interest of public safety and welfare of the Contracting Agency, or for coordination with any other activity of other contractors, the availability of all or portions of the job site, or special provisions of this Contract, or to reasonably meet the completion date of the project. The Contractor shall provide such revised schedule within 10 days of request. If, at any time, in the opinion of the Engineer, the progress of construction falls significantly behind schedule, the Contractor may be required to submit a plan for regaining progress and a revised schedule indicating how the remaining Work items will be completed within the authorized contract time. The Contractor shall promptly report to the Engineer any conditions that the Contractor feels will require revision of the schedule and shall promptly submit proposed revisions in the progress schedule for acceptance by the Engineer. When such changes are accepted by the Engineer, the revised schedule shall be followed by the Contractor. Weekly Schedule. The Contractor shall submit a weekly progress schedule to the Engineer which sets forth specific Work to be performed the following week, and a tentative schedule for the second week. Failure to Maintain Progress Schedule. The Engineer will check actual progress of the Work against the progress schedule a minimum of two times per month. Failure, without just cause, to maintain progress in accordance with the approved schedule shall constitute a breach of Contract. If, through no fault of the Contractor, the proposed construction schedule cannot be met, the Engineer will require the Contractor to submit a revised schedule to the Engineer for acceptance. The approved revisions will thereafter, in all respects, apply in lieu of the original schedule. Failure of the Contractor to follow the progress schedule submitted and accepted, including revisions thereof, shall relieve the Contracting Agency of any and all responsibility for furnishing and making available all or any portion of the job site, and will relieve the Contracting Agency of any responsibility for delays to the Contractor in the performance of the Work . The cost of preparing the progress schedule, any supplementary progress schedules, and weekly schedules shall be considered incidental to the Contract and no other compensation shall be made. AGENDA ITEM #6. o) 11/4/2020 52 1-08.4 Prosecution of the Work Section 1-08.4 Delete this section in its entirety and replace with the following: (******) Notice to Proceed will be given after the Contract has been executed and the Contract bond and evidence of insurances have been approved and filed by the Contracting Agency. The Contractor shall not commence the Work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the Work . There shall be no voluntary shutdowns or slowing of operations by the Contractor without prior approval of the Engineer. Such approval shall not relieve the Contractor from the contractual obligation to complete the Work within the prescribed Contract Time. 1-08.5 Time For Completion Delete this section in its entirety and replace with the following: (******) The Work shall be physically completed in its entirety within the time specified in the Contract Documents or as extended by the Engineer. The Contract Time will be stated in “working days”, shall begin on the Notice To Proceed date, or the date identified in the Notice to Proceed as “the first working day”, and shall end on the Contract Completion date. A non-working day is defined as a Saturday, a Sunday, a day on which the Contract specifically suspends Work , or one of these holidays: New Year’s Day Martin Luther King Day Memorial Day Independence Day Labor Day Veteran’s Day Thanksgiving Day the day after Thanksgiving Christmas Day. Note for holidays that land on a Saturday or Sunday: The day before Christmas shall be a holiday when Christmas Day occurs on a Tuesday, Wednesday, or Friday. The day after Christmas shall be a holiday when Christmas Day occurs on a Monday or Thursday. When Christmas Day occurs on a Saturday, the two preceding working days shall be observed as holidays. When Christmas day occurs on a Sunday, the two working days following shall be observed as holidays. When holidays other than Christmas fall on a Saturday, the preceding Friday will be counted as a non-working day and when they fall on a Sunday the following Monday will be counted as a non-working day. The Contract Time has been established to allow for periods of normal inclement weather that, from historical records, is to be expected during the Contract Time, and during which periods, Work is anticipated to be performed. Each successive working day, beginning with the Notice to Proceed date and ending with the Physical Completion date, shall be charged to the Contract Time as it occurs except a day, or part of a day, which is designated a non-working day or an Engineer determined unworkable day. AGENDA ITEM #6. o) 11/4/2020 53 The Engineer will furnish the Contractor a weekly report showing (1) the number of working days charged against the Contract Time for the preceding week; (2) the Contract Time in working days; (3) the number of working days remaining in the Contract Time; (4) the number of non-working days; and (5) any partial or whole days the Engineer declared unworkable the previous week. This weekly report will be correlated with the Contractor’s current approved progress schedule. If the Contractor elects to work 10 hours a day and 4 days a week (a 4-10 schedule), and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day, then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. The Contractor will be allowed 10 calendar days from the date of each report in which to file a written protest of an alleged discrepancy in the Contract Time as reported. Otherwise, the report will be deemed to have been accepted by the Contractor as correct. The requirements for scheduling the Final Inspection and establishing the Substantial Completion, Physical Completion, and Completion Dates are specified in Sections 1-05.11 and 1-05.12. The Engineer will give the Contractor written notice of the completion date of the Contract after all the Contractor’s obligations under the Contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical Work on the project must be complete; and 2. The Contractor must furnish all documentation required by the Contract and required by law, to allow the Contracting Agency to process final acceptance of the Contract. The following documents must be received by the Engineer prior to establishing a completion date: a. Certified Payrolls per Section 1-07.9(5) b. Material Acceptance Certification Documents c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as DBE Participation, as required by the Contract Provisions. d. FHWA 47 (Federal-aid Projects) e. Final Contract Voucher Certification f. Property owner releases per Section 1-07.24 g. A copy of the Notice of Termination sent to the Washington State Department of Ecology (Ecology); the elapse of 30 calendar days from the date of receipt of the Notice of Termination by Ecology; and no rejection of the Notice of Termination by Ecology. This requirement will not apply if the Construction Stormwater General Permit is transferred back to the Contracting Agency in accordance with Section 8-01.3(16), as required by the Contract Provisions. Within 10 calendar days after execution of the Contract by the Contracting Agency, the Contractor shall provide the Contracting Agency with copies of purchase orders for all equipment items deemed critical by the Contracting Agency, including but not limited to signal controller materials, lighting standards, and signal standards required for the physical completion of the Contract. Such purchase orders shall disclose the estimated delivery dates for the equipment. All items of Work that can be performed without delivery of the critical items shall start and be completed as soon as possible. At that time, the Engineer may suspend the Work upon request of the Contractor until the critical items are delivered to the Contractor, if the Contracting Agency AGENDA ITEM #6. o) 11/4/2020 54 received a purchase order within 10 calendar days after execution of the Contract by the Contracting Agency. The Contractor will be entitled to only one such suspension of time during the performance of the Work and during such suspension shall not perform any additional Work on the project. Upon delivery of the critical items, contract time will resume and continue to be charged in accordance with Section 1-08. 1-08.6 Suspension of Work Section 1-08.6 is supplemented with the following: (******) Contracting Agency may at any time suspend the Work , or any part thereof, by giving notice to the Contractor in writing. The Work shall be resumed by the Contractor within 14 calendar days after the date fixed in the written notice from the Contracting Agency to the Contractor to do so. The Contractor shall not suspend Work under the Contract without the written order of the Contracting Agency. If it has been determined that the Contractor is entitled to an extension of time, the amount of such extension shall be only to compensate for direct delays, and shall be based upon the Contractor's diligently pursuing the Work at a rate not less than that which would have been necessary to complete the original Contract Work on time. 1-08.7 Maintenance During Suspension Revise the second paragraph to read: (******) At no expense to the Contracting Agency, the Contractor shall provide through the construction area a safe, smooth, and unobstructed roadway, sidewalk, driveway, and path for public use during suspension (as required in Section 1-07.23 or the Special Provisions). This may include a temporary road or detour. 1-08.9 Liquidated Damages Section 1-08.9 is supplemented with the following: (******) In addition, the Contractor shall compensate the Contracting Agency for actual engineering inspection and supervision costs and any other expenses and legal fees incurred by the Contracting Agency as a result of such delay. Such labor costs will be billed to the Contractor at actual costs, including administrative overhead costs. In the event that the Contracting Agency is required to commence any lawsuit in order to enforce any provision of this Contract or to seek redress for any breach thereof, the Contracting Agency shall be entitled to recover its costs, including reasonable attorney’s fees, from the Contractor. AGENDA ITEM #6. o) 11/4/2020 55 1-08.11 Contractor's Plant and Equipment Section 1-08.11 is a new Section: (******) The Contractor alone shall at all times be responsible for the adequacy, efficiency, and sufficiency of his and his subcontractor's plant and equipment. The Contracting Agency shall have the right to make use of the Contractor's plant and equipment in the performance of any Work on the site of the Work . The use by the Contracting Agency of such plant and equipment shall be considered as extra Work and paid for accordingly. Neither the Contracting Agency nor the Engineer assumes any responsibility, at any time, for the security of the site from the time the Contractor's operations have commenced until final acceptance of the Work by the Engineer and the Contracting Agency. The Contractor shall employ such measures as additional fencing, barricades, and watchmen service, as he deems necessary for the public safety and for the protection of the site and his plant and equipment. The Contracting Agency will be provided keys for all fenced, secured areas. 1-08.12 Attention to Work Section 1-08.12 is a new section: (******) The Contractor shall give his personal attention to and shall supervise the Work to the end that it shall be prosecuted faithfully, and when he is not personally present on the Work site, he shall at all times be represented by a competent superintendent who shall have full authority to execute the same, and to supply materials, tools, and labor without delay, and who shall be the legal representative of the Contractor. The Contractor shall be liable for the faithful observance of any instructions delivered to him or to his authorized representative. 1-09 MEASUREMENT AND PAYMENT 1-09.1 Measurement of Quantities Section 1-09.1 is supplemented with the following: (******) Lump Sum. The percentage of lump sum Work completed, and payment will be based on the cost percentage breakdown of the lump sum bid price(s) submitted at the preconstruction conference. The Contractor shall submit a breakdown of costs for each lump sum bid item. The breakdown shall list the items included in the lump sum together with a unit price of labor, materials, and equipment for each item. The summation of the detailed unit prices for each item shall add up to the lump sum bid. The unit price values may be used as a guideline for determining progress payments or deductions or additions in payment for ordered Work changes. Cubic Yard Quantities. The Contractor shall provide truck trip tickets for progress payments only in the following manner. Where items are specified to be paid by the cubic yard, the following tally system shall be used. AGENDA ITEM #6. o) 11/4/2020 56 All trucks to be employed on this Work will be measured to determine the volume of each truck. Each truck shall be clearly numbered, to the satisfaction of the Engineer, and there shall be no duplication of numbers. Duplicate tally tickets shall be prepared to accompany each truckload of material delivered on the project. All tickets received that do not contain the following information will not be processed for payment: 1. Truck number 2. Quantity and type of material delivered in cubic yards 3. Driver’s name, date and time of delivery 4. Location of delivery, by street and stationing on each street 5. Place for the Engineer to acknowledge receipt 6. Pay item number 7. Contract number and/or name It will be the Contractor's responsibility to see that a ticket is given to the Engineer on the project for each truckload of material delivered. Pay quantities will be prepared on the basis of said tally tickets. Loads will be checked by the Engineer to verify quantity shown on ticket. Quantities by Ton. It will be the Contractor's responsibility to see that a certified weight ticket is given to the Inspector on the project at the time of delivery of materials for each truckload delivered. Pay quantities will be prepared on the basis of said tally tickets, delivered to the Inspector at time of delivery of materials. Tickets not receipted by Inspector will not be honored for payment. Each truck shall be clearly numbered to the satisfaction of the Engineer and there shall be no duplication of numbers. Duplicate tickets shall be prepared to accompany each truckload of material delivered to the project. All tickets received that do not contain the following information will not be processed for payment: 1. Truck number 2. Truck tare weight (stamped at source) 3. Gross truckload weight in tons (stamped at source) 4. Net load weight (stamped at source) 5. Driver's name, date, and time of delivery 6. Location for delivery by street and stationing on each street 7. Place for the Engineer to acknowledge receipt 8. Pay item number 9. Contract number and/or name 1-09.3 Scope of Payment Section 1-09.3 is supplemented with the following: (******) The bid items listed in Section 1-09.14 will be the only items for which compensation will be made for the Work described in each section of the Standard Specifications when the Contractor performs the specified Work . Should a bid item be listed in a “Payment” clause but not in the Proposal Form, and Work for that item is performed by the Contractor and the Work is not stated as included in or incidental to a pay item in the Contract and is not Work that would be required to complete the intent AGENDA ITEM #6. o) 11/4/2020 57 of the Contract per Section 1-04.1, then payment for that Work will be made as for Extra Work pursuant to a Change Order. The words “Bid Item,” “Contract Item,” and “Pay Item,” and similar terms used throughout the Contract Documents are synonymous. If the “payment” clause in the Specifications relating to any unit bid item price in the Proposal Form requires that said unit bid item price cover and be considered compensation for certain Work or material essential to the item, then the Work or material will not be measured or paid for under any other unit bid item which may appear elsewhere in the Proposal Form or Specifications. Pluralized unit bid items appearing in these Specifications are changed to singular form. Payment for bid items listed or referenced in the “Payment” clause of any particular section of the Specifications shall be considered as including all of the Work required, specified, or described in that particular section. Payment items will generally be listed generically in the Specifications, and specifically in the bid form. When items are to be “furnished” under one payment item and “installed” under another payment item, such items shall be furnished FOB project site, or, if specified in the Special Provisions, delivered to a designated site. Materials to be “furnished,” or “furnished and installed” under these conditions, shall be the responsibility of the Contractor with regard to storage until such items are incorporated into the Work or, if such items are not to be incorporated into the Work , delivered to the applicable Contracting Agency storage site when provided for in the Specifications. Payment for material “furnished,” but not yet incorporated into the Work , may be made on monthly estimates to the extent allowed. 1-09.6 Force Account Section 1-09.6 is supplemented with the following: (******) Contracting Agency has estimated and included in the proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of the Contractor’s total bid. However, the Contracting Agency does not warrant expressly or by implication that the actual amount of Work will correspond with those estimates. Payment will be made on the basis of the amount of Work actually authorized by the Engineer. 1-09.7 Mobilization Section 1-09.7 is supplemented with the following: (******) Mobilization shall also include, but not be limited to, the following items: the movement of Contractor's personnel, equipment, supplies, and incidentals to the project site; the establishment of an office, buildings, and other facilities necessary for Work on the project; providing sanitary facilities for the Contractor's personnel; and obtaining permits or licenses required to complete the project not furnished by the Contracting Agency. This item shall also include providing the Engineer and the Inspectors with access to telephone, facsimile machine, and copy machine during all hours the Contractor is working on the jobsite; and a table and chair for their use when needed. AGENDA ITEM #6. o) 11/4/2020 58 Payment will be made for the following bid item(s): “Mobilization & Demobilization,” Lump Sum. 1-09.9 Payments Delete the fourth paragraph and replace it with the following: (******) Progress payments for completed Work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction meeting. The initial progress estimate will be made not later than 30 days after the Contractor commences the Work , and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the Work are tentative, and made only for the purpose of determining progress payment. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form – the approximate quantity of acceptable units of Work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form – the estimated percentage complete multiplied by the Bid Forms amount for each lump sum item, or per the schedule of values for that item. 3. Materials on Hand – 100 percent of invoiced cost of material delivered to job site or other storage area approved by the Engineer. 4. Change Orders – entitlement for approved extra cost or completed extra Work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1); 2. The amount of Progress Payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for Work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any Work has been satisfactorily completed. Payments will be made by check or electronic transfer, issued by the Contracting Agency’s fiscal officer, against the appropriate fund source for the project. Payments received on account of Work performed by a subcontractor are subject to the provisions of RCW 39.04.250. Section 1-09.9 is supplemented with the following: (******) Applications for payment shall be itemized and supported to the extent required by the Engineer by receipts or other vouchers showing payment for materials and labor, payments to subcontractors, and other such evidence of the Contractor's right to payment as the Engineer may direct, including “red line” as-built drawings showing work installed by the contractor during the progress payment period. AGENDA ITEM #6. o) 11/4/2020 59 The Contractor shall submit a progress report with each monthly request for a progress payment. The progress report shall indicate the estimated percent complete for each activity listed on the progress schedule (see Section 1-08.3) and a revised and updated schedule to reflect the most current project completion date. 1-09.9(1) Retainage Section 1-09.9(1) is supplemented with the following: (******) The retained amount shall be released as stated in the Standard Specifications if no claims have been filed against such funds as provided by law, and if the Contracting Agency has no unsatisfied claims against the Contractor. In the event claims are filed, the Contracting Agency shall withhold, until such claims are satisfied, a sum sufficient to satisfy all claims and to pay attorney's fees. In addition, the Contracting Agency shall withhold such amount as is required to satisfy any claims by the Contracting Agency against the Contractor, until such claims have been finally settled. Neither the final payment nor any part of the retained percentage shall become due until the Contractor, if requested, delivers to the Contracting Agency a complete release of all liens arising out of this Contract, or receipts in full in lieu thereof, and, if required in either case, an affidavit that so far as the Contractor has knowledge or information, the release and receipts include all labor and materials for which a lien could be filed: but the Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactorily to the Engineer to indemnify the Contracting Agency against the lien. If any lien remains unsatisfied after all payments are made, the Contractor shall reimburse to the Contracting Agency all monies that the latter may be compelled to pay in discharging such lien, including all costs and reasonable engineer's and attorney's fees. 1-09.9(2) Contracting Agency’s Right to Withhold and Disburse Certain Amounts Section 1-09.9(2) is a new section: (******) In addition to monies retained pursuant to RCW 60.28 and subject to RCW 39.04.250, RCW 39.12 and RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct an amount from any payment or payments due the Contractor which, in the Engineer’s opinion, may be necessary to cover the Contracting Agency’s costs for or to remedy the following situations: 1. Damage to another contractor when there is evidence thereof and a claim has been filed. 2. Where the Contractor has not paid fees or charges to public authorities of municipalities, which the Contractor is obligated to pay. 3. Utilizing material tested and inspected by the Engineer, for purposes not connected with the Work (Section 1-05.6). 4. Landscape damage assessments per Section 1-07.16. 5. For overtime Work performed by City personnel per Section1-08.0(3). 6. Anticipated or actual failure of the Contractor to complete the Work on time: a. Per Section 1-08.9 Liquidated Damages; or b. Lack of construction progress based upon the Engineer’s review of the Contractor’s approved progress schedule, which indicates the Work will not be complete within the contract time. When calculating an anticipated time overrun, the Engineer will make allowances for weather delays, approved unavoidable delays, and suspensions of the Work. The amount withheld under this subparagraph will be based upon the liquidated damages amount per day set forth in Contract Documents multiplied by AGENDA ITEM #6. o) 11/4/2020 60 the number of days the Contractor’s approved progress schedule, in the opinion of the Engineer, indicates the Contract may exceed the Contract Time. 7. Failure of the Contractor to perform any of the Contractor’s other obligations under the Contract, including but not limited to: a. Fa ilure of the Contractor to provide the Engineer with a field office when required by the Contract Provisions. b. Failure of the Contractor to protect survey stakes, markers, etc., or to provide adequate survey Work as required by Section 1-05.4. c. Failure of the Contractor to correct defective or unauthorized Work (Section 1-05.7). d. Failure of the Contractor to furnish a Manufacturer’s Certificate of Compliance in lieu of material testing and inspection as required by Section 1-06.3. e. Failure to submit weekly payrolls, Intent to Pay Prevailing Wage forms, or correct underpayment to employees of the Contractor or subcontractor of any tier as required by Section 1-07.9. f. Failure of the Contractor to pay worker’s benefits (Title 50 and Title 51 RCW) as required by Section 1-07.10. g. Failure of the Contractor to submit and obtain approval of a progress schedule per Section 1-08.3. The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as have been withheld pursuant to this Section to a party or parties who are entitled to payment. Disbursement of such funds, if the Engineer elects to do so will be made only after giving the Contractor 15 calendar days prior written notice of the Contracting Agency’s intent to do so, and if prior to the expiration of the 15-calendar day period, 1. No legal action has commenced to resolve the validity of the claims, and 2. The Contractor has not protested such disbursement. A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this Section will be made. A payment made pursuant to this section shall be considered as payment made under the terms and conditions of the Contract. The Contracting Agency shall not be liable to the Contractor for such payment made in good faith. 1-09.9(3) Final Payment Section 1-09.9(3) is a new section: (******) Upon Acceptance of the Work by the Contracting Agency, the final amount to be paid the Contactor will be calculated based upon a Final Progress Estimate made by the Engineer. Acceptance by the Contractor of the final payment shall be and shall operate as a release: 1. To the Contracting Agency of all claims and all liabilities of the Contractor, other than claims in stated amounts as may be specifically excepted in writing by the Contractor; 2. For all things done or furnished in connection with the Work ; 3. For every act and neglect by the Contracting Agency; and 4. For all other claims and liability relating to or arising out of the Work. A payment (monthly, final, retainage, or otherwise) shall not release the Contractor or the Contractor’s Surety from any obligation required under the terms of the Contract Documents or the Contract Bond; nor shall such payment constitute a waiver of the Contracting Agency’s ability to investigate and act upon findings of non-compliance with the WMBE requirements of the Contract; AGENDA ITEM #6. o) 11/4/2020 61 nor shall such payment preclude the Contracting Agency from recovering damages, setting penalties, or obtaining such other remedies as may be permitted by law. Before the Work will be accepted by the Contracting Agency, the Contractor shall submit an affidavit, on the form provided by the Engineer, of amounts paid to certified disadvantaged (DB), minority (MBE) or women business enterprises (WBE) participating in the Work . Such affidavit shall certify the amounts paid to the DB, MBE or WBE subcontractors regardless of tier. On federally funded projects the Contractor may also be required to execute and furnish the Contracting Agency an affidavit certifying that the Contractor has not extended any loans, gratuity or gift and money pursuant to Section 1-07.19 of these Specifications. If the Contractor fails, refuses, or is unable to sign and return the Final Progress Estimate or any other documents required for the final acceptance of the Contract, the Contracting Agency reserves the right to establish a completion date and unilaterally accept the Contract. Unilateral acceptance will occur only after the Contractor has been provided the opportunity, by written request from the Engineer, to voluntarily submit such documents. If voluntary compliance is not achieved, formal notification of the impending unilateral acceptance will be provided by certified letter from the Engineer to the Contractor that will provide 30 calendar days for the Contractor to submit the necessary documents. The 30-calendar day deadline shall begin on the date of the postmark of the certified letter from the Engineer requesting the necessary documents. This reservation by the Contracting Agency to unilaterally accept the Contract will apply to contracts that are completed in accordance with Section 1-08.5 and for contracts that are terminated in accordance with Section 1-08.10. Unilateral acceptance of the Contract by the Contracting Agency does not relieve the Contractor of the provisions under contract or of the responsibility to comply with all laws, ordinances, and federal, state, and local regulations that affect the Contract. The date the Contracting Agency unilaterally signs the Final Progress Estimate constitutes the final acceptance date (Section 1-05.12). 1-09.11 Disputes and Claims 1-09.11(2) Claims Paragraph 5 is revised with the following: (******) Failure to submit with the Final Application for Payment such information and details as described in this section for any claim shall operate as a waiver of the claims by the Contractor as provided in Section 1-09.9. 1-09.11(3) Time Limitations and Jurisdiction Paragraph 1, Sentence 1 is revised with the following: (******) …such claims or causes of action shall be brought in the Superior Court of the county where the Work is performed. AGENDA ITEM #6. o) 11/4/2020 62 1-09.13 Claims and Resolutions 1-09.13(3) Claims $250,000 or Less Delete this Section and replace it with the following: (******) The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by nonbonding ADR processes, shall be resolved through litigation, unless the parties mutually agree in writing to resolve the claim through binding arbitration. 1-09.13(3)A Administration of Arbitration Revise the third paragraph to read: (******) The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency’s headquarters are located. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the Contract as a basis for decisions. 1-09.13(3)B Procedures to Pursue Arbitration Section 1-09.13(3)B is supplemented with the following: (******) The findings and decision of the board of arbitrators shall be final and binding on the parties, unless the aggrieved party, within 10 days, challenges the findings and decision by serving and filing a petition for review by the superior court of King County, Washington. The grounds for the petition for review are limited to showing that the findings and decision: 1. Are not responsive to the questions submitted; 2. Is contrary to the terms of the contract or any component thereof; 3. Is arbitrary and/or is not based upon the applicable facts and the law controlling the issues submitted to arbitration. The board of arbitrators shall support its decision by setting forth in writing their findings and conclusions based on the evidence adduced at any such hearing. The arbitration shall be conducted in accordance with the statutes of the State of Washington and court decisions governing such procedure. The costs of such arbitration shall be borne equally by the Contracting Agency and the Contractor unless it is the board's majority opinion that the Contractor's filing of the protest or action is capricious or without reasonable foundation. In the latter case, all costs shall be borne by the Contractor. AGENDA ITEM #6. o) 11/4/2020 63 1-09.14 Payment Schedule Measurement and Payment Schedule for Bid Items in This Project Proposal Section 1-09.14 is a new section: (******) GENERAL 1-09.14(1) Scope Section 1-09.14(1) is a new section: (******) A. Payment for the various items of the bid sheets, as further specified herein, shall include all compensation to be received by the Contractor for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of Work being described, as necessary to complete the various items of the Work all in accordance with the requirements of the Contract Documents, including all appurtenances thereto, and including all costs of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Administration of the U.S. Department of Labor (OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid Schedules, and all costs therefore shall be included in the prices named in the Bid Schedules for the various appurtenant items of Work described in these Special Provisions and shown on the Plans. B. The Contracting Agency shall not pay for material quantities, which exceed the actual measured amount used and approved by the Engineer. C. It is the intention of these Specifications that the performance of all Work under the bid for each item shall result in the complete construction, in an accepted operating condition, of each item. Work and material not specifically listed in the proposal but required in the Plans, Specifications, and general construction practice, shall be included in the bid price. No separate payment will be made for these incidental items. 1-09.14(2) Bid Items Section 1-09.14(2) is a new section: (******) This section describes the bid items. Measurement and Payment, where described in a bid item, shall supersede Measurement and Payment listed in other sections of the Special Provisions and Standard Specifications. Several bid items listed below are included in Schedules A, B, and C. In no case shall any bid item that is installed be considered as part of more than one schedule: • Schedule A: Work Associated with the Storm pipes, manholes, lateral connections, cleanouts, outfall, sidewalk and curb and gutter restoration, required asphalt restoration. This Schedule falls under State Sales Tax Rule 171 (see section 1-07.2(2)) and state retail sales taxes shall be included in bid items prices. • Schedule B: Work Associated with the Sewer pipes, manholes, side sewers, and required asphalt restoration. This Schedule falls under State Sales Tax Rule 170 (see section 1-07.2(3)) and state retail sales taxes shall not be included in bid items prices. Rather, the Contractor shall collect retail sales tax on the full contract amount. • Schedule C: Work Associated with the new Water lines, including pipeline, fittings, concrete blocking, utility relocations, sidewalk and curb and gutter restoration for the water main AGENDA ITEM #6. o) 11/4/2020 64 work, and required asphalt restoration. This Schedule falls under State Sales Tax Rule 170 (see section 1-07.2(3)) and state retail sales taxes shall not be included in bid items prices. Rather, the Contractor shall collect retail sales tax on the full contract amount. The following subsection provides the measurement and payment information of the Bid Items common to two or more schedules. 1-09.14(2)A Mobilization & Demobilization (Bid Item A-1, B-1 and C-1) – Lump Sum Measurement for “Mobilization & Demobilization” will be lump sum. The lump sum price shown will cover the complete cost of furnishing and installing, complete and in-place all Work and materials necessary to move and organize equipment and personnel onto the job site, provide and maintain all necessary support facilities and utilities, obtain all necessary permits and licenses, prepare the site for construction operations, and maintain the site and surrounding areas during construction, provide protection of existing utilities, provide component and system testing, and move all personnel and equipment off the site after contract completion. The Contractor shall prepare a Work Plan that shall include the following: A. Mobilization Plan showing the proposed location for storage of all equipment and materials. Storage shall not interfere with use of the City ROW and commercial and residential access. For any proposed storage on private property outside the easement or work area, the Contractor shall obtain a Temporary Use Permit for storage areas on private property. The Contractor shall be responsible for all fees, applications, and work needed to obtain the permit. The Contractor shall allow 3 to 4 weeks to obtain the Temporary Use Permit from the City. B. Temporary Erosion and Sediment Control Plan for all stages of the project C. Traffic Control Plan, including provisions for cleaning and sweeping of any impacted roadways. D. Trench Excavation Safety Systems plan/provisions. E. Identify Disposal Sites for various waste materials and provide copies of the site’s permits, licenses, and approvals. F. Pedestrian Handling Plan. The Work Plan shall be submitted to the City for review and approval within 10 days of the contract award. Payment for “Mobilization & Demobilization” will be made at the lump sum amount bid (NOT to exceed 80% of bid price prior to completion of construction) based on the percent of completed Work as defined in the 2020 Standard Specifications for Road, Bridge, and Municipal Construction (WSDOT) for mobilization. Payment for the remaining 20% will be made upon completion and final clean-up of the construction site. Such payment will be complete compensation for all mobilization of employees, equipment and materials, Mobilization Plan, Work Plan, preparation of all necessary submittals, bonds, insurance, site improvements, permits, clean-up, Contaminated Soil and Groundwater Handling and Management Plan, safety plan, and other plans/submittals not specifically covered in bid items, etc. all in conformance with the Contract Documents. This bid item may not be more than ten percent (10%) of the total amount of Bid for the schedule. AGENDA ITEM #6. o) 11/4/2020 65 1-09.14(2)B Trench Safety Systems (Bid Item A-2, B-2 and C-2) – Lump Sum Section 1-09.14(2)B is a new section: (******) Measurement for “Trench Safety Systems” will be per the lump sum bid price based on a percentage defined as the amount of storm/sewer/water pipelines installed divided by the total length of sewer/storm/water pipe shown to be installed in conformance with the Contract Documents. Payment for “Trench Safety Systems” will be made at the measured percentage amount for the pay period times the lump sum amount bid, said payment will be complete compensation for all equipment, labor, materials, hauling, planning, design, engineering, submittals, furnishing and constructing and removal and disposal of such temporary sheeting, shoring, and bracing complete as required under the provisions of any permits and in the requirements of OSHA and RCW Chapter 49.17, etc., required to complete this item of Work in conformance with the Contract Documents. The work includes, but not limited to, preparing and submitting a shoring plan stamped by a professional engineer registered in the State of Washington by the preconstruction conference. 1-09.14(2)C Construction Surveying, Staking, and As-Built Drawings (Bid Item A-3, B-3, and C-3) – Lump Sum Section 1-09.14(2)C is a new section: (******) Measurement for “Construction Surveying, Staking and As-Built Drawings” information will be per the lump sum bid price and based on the percentage of total Work complete at the time of measurement. Payment may be prorated over the construction period based on the amount of work completed for construction surveying, staking and as-built information. Survey will be per Section 1-05.4 and Section 1-11. The as-built survey will be per Section 1-11. The contractor shall provide the City with a set of redline drawings with the as-built locations and elevations of all new utilities and construction work. Payment will be complete compensation for all labor, materials, equipment, tools, all incidental work needed to provide construction surveying and of the improvements (including providing a Washington State licensed surveyor for said work), staking in advance of pipe laying, fittings and structure installation, surveying the horizontal and vertical locations of all potholed existing utilities within the work area, verification and recording of the elevations of existing roadway centerline, crown, and edge of pavement to ensure that all roadways can be reconstructed to existing grade, and preparation of cut-sheets. Said payment will be complete compensation for all labor, materials, equipment, tools, all incidental work needed to provide as-built surveying, preparing “red line” as-built drawings for pay estimate submittal with fittings and dimensions of existing and proposed facilities installed or encountered during the pay period, furnishing an electronic file with construction drawings stamped and signed by a licensed land surveyor that contains the as-built information and copies of field notes, and furnishing and resetting property corners when disturbed by the contractor’s activities. No more than 50% of the bid amount for this item shall be paid prior to the review and acceptance of the as-constructed information by the Engineer. AGENDA ITEM #6. o) 11/4/2020 66 1-09.14(2)D Temporary Traffic Control (Bid Item A-4, B-4 and C-4) – Lump Sum Section 1-09.14(2)D is a new section: (******) Measurement for “Temporary Traffic Control” k will be will per the lump sum bid price and shall be based on the percentage of total Work complete, at the time of measurement in conformance with the Contract Documents. Payment for “Temporary Traffic Control” will be made at the measured percentage amount for the pay period times the lump sum bid amount. Payment will be complete compensation for preparing and submitting a traffic control plan and pedestrian handling plan as well as all labor, tools, materials, equipment used in accordance with the approved Traffic Control Plan and pedestrian handling plan that is not included in other bid items. The Lump Sum contract price shall be full pay for all costs for performing the work described in Section 1-10.3), and in the Traffic Control Information. Payment shall include but not be limited to providing for public convenience and safety, flaggers, traffic control supervisor, construction signs, detours, barricades, sequential arrow boards, a minimum of two Portable Changeable Message Signs, traffic control devices, truck-mounted attenuator, temporary striping, cleanup, etc. required to complete this item of Work in conformance with the Contract Documents and the Manual on Uniform Traffic Control Devices (MUTCD) and as directed by the Engineer and by the City’s Transportation Department. Also, included in the contract price is the cost to furnish traffic control services and equipment for construction surveying, staking, and as-built plans. All adjustments to the Traffic Control Plan are considered incidental, and no additional payment will be made for adjustments. 1-09.14(2)E Stormwater Pollution Prevention and TESC Plan and Implementation (Bid Item A-5, B-5 and C-5) – Lump Sum Section 1-09.14(2)E is a new section: (******) Measurement for “Stormwater Pollution Prevention and TESC Plan and Implementation” will be based on the lump sum bid price in conformance with the Contract Documents. Temporary Erosion Control measures include inlet protection (catch basin inserts), cleaning catch basins, filter fabric fencing, construction entrance, straw mulch, plastic sheeting, etc. at a minimum. Other erosion control measures may be necessary depending on weather and site conditions, including but not limited to, hay bales, placement of plastic sheets over exposed soil and stockpiles, mulching, netting, etc., and any other activities needed to control erosion from the project. The Contractor shall update the DRAFT Storm Water Pollution Prevention Plan, develop a "red lined" Temporary Erosion and Sediment Control plan and submit it to the City for review and approval. The plan shall be based on the City of Renton Surface Water Design Manual, and proper construction practices. After the erosion control system is installed the Contractor shall make any field adjustments necessary to reduce or eliminate any erosion and discharge of sediment-laden water. All adjustments are considered incidental and no additional payment will be made for adjustments. The lump sum price for “Stormwater Pollution Prevention and TESC Plan and Implementation” shall be full pay for all labor, material, tools, equipment, and other incidental costs required to prepare the Stormwater Pollution Prevention Plan and Temporary Erosion and Sediment Control Plan as AGENDA ITEM #6. o) 11/4/2020 67 described in Section 1-07.15 and implement the temporary erosion and sediment control BMP’s including but not limited to installation, monitoring, and maintenance of sediment ponds, straw wattles, filter fabric fencing, pumping of construction water, coffer dams, temporary storm drain diversions including temporary piping, check dams, cover measures including plastic covering, street sweeping, collection and disposal of wastewater from asphalt and concrete cutting operations and other work necessary to meet the contract and permit requirements, not otherwise shown as a separate payment item. Payment shall also include the Contractor’s use of Baker Tanks, as needed during construction and associated labor, tools, equipment and incidental costs including Baker Tank mobilization, set up, maintenance, and relocation as work progresses, and incidentals required to use Baker Tanks, when needed to meet regulatory discharge requirements. Work shall include coordination, permitting, fees, and treatment required by King County as required in 1-07.15 if discharging to the sanitary sewer. 1-09.14(2)F Landscape Restoration (Bid Item A-6, B-6 and C-6) –– Lump Sum Section 1-09.14(2)F is a new section: (******) Measurement for “Landscape Restoration” work will be based on the percentage of total Work complete, at the time of measurement in conformance with the Contract Documents. Payment for “Landscape Restoration” will be made at the unit price bid per lump sum, which payment will be complete compensation for all labor, equipment, materials, hauling, excavation, sod, grass seed, topsoil, landscape bark, gravel, concrete, planting, preparation, compaction, watering, restoration, etc. required to restore landscaped, grass, and planted areas to an equal or better condition in conformance with the Contract Documents. It shall include but not be limited to the following: • Hauling and disposing unsuitable, surplus and/or waste materials • Replacing and restoring any landscaping, rockeries, walls, tree removal and replacement, trees, bark, and other improvements disturbed by construction activities, as directed by the Engineer • Preparation, placement, and maintenance of 8” depth topsoil and lawn sod in conformance with the contract documents. All lawn areas shall be replaced with topsoil and sod. Bare areas shall be replaced at a minimum with mulch and seed. • Site cleanup of all areas disturbed by contractor’s activities to match the conditions as closely as existed prior to contractor’s beginning work or as directed by the Engineer. 1-09.14(2)G Select Imported Trench Backfill (Bid Item A-7, B-7 and C-7) – Ton Section 1-09.14(2)G is a new section: (******) Measurement for “Select Imported Trench Backfill” will be measured in tons based on the weight of material installed into the Work in conformance with the Contract Documents. Certified weight tickets will accompany each load, a copy of tickets will be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Only materials placed within the pay limits shown will be considered for payment. Material placed outside of the pay limits shown on the Plans or as approved by the Engineer will be deducted from the certified tickets. Payment for “Select Imported Backfill” will be made at the amount bid per ton, which payment will be complete compensation for all labor, materials, tools, equipment, incidentals necessary to furnish AGENDA ITEM #6. o) 11/4/2020 68 and install select import backfill, hauling, placement, compaction, removal, haul and disposal of unsuitable excavated materials, waste and surplus materials, etc., required to complete this item of Work in conformance with the Contract Documents. 1-09.14(2)H Hot Mix Asphalt Patch Including CSTC (Bid Item A-8, B-8 and C-8) – Square Yard Section 1-09.14(2)H is a new section: (******) Measurement for “Hot Mix Asphalt Patch Including CSTC ” shall be measured in Square Yards. Pavement repair measurement width shall be as defined by the limit of trench patch payment shown in the Contract Documents, unless otherwise approved by the Engineer. Wasted materials will not be included in the measurement or payment. Only materials placed within the pay limits shown will be considered for payment. Material placed outside of the pay limits shown on the plans or as approved by the Engineer will be deducted from the certified tickets. Payment for “Hot Mix Asphalt Patch including CSTC ” will be made at the amount bid per Square Yard, which payment will be complete compensation for all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Sawcutting, removal and disposal of existing pavement • Placing and compacting crushed surfacing top course for utility trenches • Furnishing, placing, and compacting hot mix asphalt materials for pavement repair • Sealing all cold joints • Tack coat • Joint seal • Asphalt Sidewalk Transitions • Hauling • Aggregate • Sweeping • Adjustment of utilities to grade • Furnishing and preparing subgrade • Cleanup • All other incidentals necessary for a complete paving and restoring the roadway grade to existing elevations. 1-09.14(2)I Remove and Replace Concrete Sidewalk and Driveway (Bid Item A-9, B-9 and C-9) – Square Yard Section 1-09.14(2)I is a new section: (******) Measurement for “Remove and Replace Concrete Sidewalk and Driveway” will be based on square yard of concrete sidewalk and driveway, to match existing, restored to a saw-line line cut in conformance with the contract documents. Payment for “Remove and Replace Concrete Sidewalk and Driveway” will be made at the unit price bid per square yard, which payment will be complete compensation for all labor, equipment, materials, tools and incidentals to remove and replace cement concrete driveway and sidewalk in conformance with the Contract Documents, and shall include but not be limited to the following: • Sawcutting existing driveway, curb, sidewalk, and existing pavement AGENDA ITEM #6. o) 11/4/2020 69 • Removal and disposal of surplus, unsuitable and/or waste materials • Placing and compacting crushed surfacing top course for subgrade • Furnishing and installing formwork • Furnishing, placing, compacting, and finishing concrete for new driveway and/or sidewalk surface. Gravel driveway and gravel parking areas, if existing, shall be restored under landscape restoration. 1-09.14(2)J Remove and Replace Concrete Curb and Gutter (Bid Item A-10, B-10 and C-10) – Linear Foot Section 1-09.14(2)J is a new section: (******) Measurement for “Remove and Replace Concrete Curb and Gutter” shall be per linear foot of curb repair required for installation of utilities in conformance with the Contract Documents. Payment for “Remove and Replace Concrete Curb and Gutter” will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, tools, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Sawcutting, removal and disposal of existing curb and gutter • Removal and disposal of surplus, unsuitable and /or waste materials • Placing and compacting crushed surfacing top course for subgrade • Furnishing and installing temporary formwork • Furnishing and placing concrete and joint filler for new curb and gutter 1-09.14(2)K Replace Pavement Markings (Bid Item A-11, B-11 and C-11) – Lump Sum Section 1-09.14(2)K is a new section: (******) Measurement for “Replace Pavement Markings” will be per lump sum in conformance with the Contract Documents. Payment for “Replace Pavement Markings” will be made at contract lump sum and constitute full compensation for all material, equipment, tools, labor and all else necessary for and incidental to re-establish existing pavement markings in accordance with the plans and specifications. 1-09.14(2)L Removal and Replacement of Unsuitable Foundation Material (Bid Item A-12, B-12 and C-12) – TON Section 1-09.14(2)L is a new section: (******) Measurement for “Removal and Replacement of Unsuitable Foundation Material” will be measured in Tons based on the placed weight of material installed in conformance with the Contract Documents. Placement of foundation material will be measured only for the area(s) authorized by the Engineer. Certified tickets will accompany each load, a copy of tickets will be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Payment for “Removal and Replacement Of Unsuitable Foundation Material” will be made at the unit bid price, which will be complete compensation for all labor, materials, tools, equipment, excavation, AGENDA ITEM #6. o) 11/4/2020 70 foundation materials, haul, placement, water, compaction, removal haul and disposal of waste material, etc., required to complete this item of Work in conformance with the Contract Documents. Payment for this item will be only for the removal and replacement of unsuitable material requested by the City. 1-09.14(2)M CCTV Inspection (Bid Item A-13 and B-13) – Linear Foot Section 1-09.14(2)M is a new section: (******) Measurement for “CCTV inspection” will be per linear foot of storm and sanitary sewer pipe inspected in conformance with section 7-17.3(2)H and the Contract Documents. Payment for “CCTV Inspection” will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Bypass sewer pumping (if needed), • CCTV inspection of all new open-cut installed storm and sanitary sewers, • Delivery of the CCTV inspections entirely in a PACP compatible format data base on an External HDD or USB flash drive to the Engineer. Costs for additional Television Inspection required to verify corrections or replacement of pipe, or done solely for the Contractor's convenience, shall be at the Contractor's sole expense. 1-09.14(2)N Site Specific Utility Potholing (Bid Item A-14 and C-13) – Each Section 1-09.14(2)N is a new section: (******) Measurement for “Site Specific Potholing ” will be per each for each location shown on the engineering drawings, or as directed by the Engineer. Work shall be performed in conformance with the Contract Documents (see Section 1-07.17(3) for Site Specific Potholing). Payment for “Site Specific Potholing ” will be made at the unit price bid per each, which payment will be complete compensation for all labor, tools, equipment, and materials required to complete the work in conformance with the Contract Documents including but not limited to pavement and concrete cutting, excavation, dewatering, potholing for utility location, removal, hauling and disposal of all pavement, waste and excess materials, shoring, relocating or coordinating relocation of the unknown utility, placement of backfill (native) material, compaction, water, grading, temporary patch, and cleaning. Payment also includes all temporary traffic control operations, utility one-call and, coordination with utility owner, and temporary restoration work associated with potholing. If the native material is unsuitable to use to refill the pothole, imported backfill may be used. Imported backfill will be paid under a separate bid item. Permanent pavement patch will be paid under a separate bid item. Prior to beginning construction of the new underground utility, the Contractor shall pothole the existing underground utilities at the locations required by the Plans, or as identified by the Engineer. The Contractor shall perform potholing a minimum of ten (10) working days prior to construction at the pothole location to allow for potential revisions. The City shall have ten (10) working days after AGENDA ITEM #6. o) 11/4/2020 71 receiving the written results to make any design revisions to the plans, if needed. The Engineer may revise the design as needed if there is a conflict with existing utilities. The Contractor shall not have cause for claim of downtime or any other additional costs associated with “waiting” if the City provides design revisions (related to the information supplied per this section) within ten (10) working days after the Contractor provides the written potholing results. 1-09.14(2)O Replace Survey Monument (Bid Item A-15 and C-14) – Each Section 1-09.14(2)O is a new section: (******) “Replace Survey Monument” shall be per Section 1-05.4 and Section 1-11. The surveyor shall comply with WAC 332-120 Survey Monuments – Removal or Destruction. Contractor shall contact the City of Renton’s Property & Technical Services Manager prior to performing work. The work includes, but is not limited to: A. Locating and surveying all existing monuments, and providing the City with a copy of the survey results. B. Providing the City with a copy of the Application to Remove a Monument submitted to the State DNR for each monument. C. Resetting the monuments in the original positions, or setting witness monuments if needed. All new monuments, discs, materials, and the work needed to set them are included. D. Providing the City with a copy of the Completion Report submitted to the State DNR for each monument. E. Submitting a City Monument Card to the City showing the new monument and monument ties. Existing monument ties will be used whenever possible. New ties shall be set where needed. New monuments and monument cards are subject to City review and approval. Any corrections or resurveying needed shall be incidental. F. All work shall be located per the City of Renton Survey Control Network. Coordinates shall be given for the new and existing monument. Measurement for “Replace Survey Monument ” shall be per each survey monument replaced, including each witness monument placed (if needed). This bid item shall also be used for new survey monument where required on the plans. Payment for “Replace Survey Monument” will be complete compensation for all labor, materials, equipment, travel, surveying, documentation, permits, and replacement of each survey monument as shown on the plans required to complete this item of work in conformance with the Contract Documents. Up to 50 percent of the unit bid price for each monument will be paid after each existing monument is surveyed, and the City receives a copy of the Application to Remove a Monument submitted to the State DNR. The remaining 50 percent of the unit bid price for each monument will be paid after each new monument is placed, a copy of the Completion Report and a new Monument Card is submitted to the City, and the City review and acceptance of the new monument and Monument Card. AGENDA ITEM #6. o) 11/4/2020 72 The following subsection provides the measurement and payment information of the Bid Items specific to Schedule A – Storm Water. 1-09.14(2)AA Stormwater Minor Changes (Bid Item A-16) – Estimated Section 1-09.14(2)AA is a new section: (******) For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for “Stormwater Minor Change” in the Proposal to become a part of the total bid by the Contractor. At the discretion of the Contracting Agency, all or part of this estimated amount may be used in lieu of the more formal procedure as outlined in Section 1-04. The unit contract price for Minor Changes is given in the Schedule of Prices and shall not be changed by the bidder. All work and payment under this item will be authorized in writing by the City Project Manager or Manager. Payment will be determined in accordance with Section 1-09.4. Payment for this item will be only for the changes and amounts approved by the City. If no changes are authorized under this bid item final payment for this item will be $0 (zero). 1-09.14(2)AB Resolution of Utility Conflicts with Stormwater (Bid Item A-17) – Force Account Section 1-09.14(2)AB is a new section: (******) Payment will be made at the discretion of the Engineer, for the following bid item(s) in accordance with Section 1-09.6 when included in the Proposal: "Resolution of Utility Conflicts with Stormwater," per Force Account. In no way shall the work described under “Resolution of Utility Conflicts” relieve Contractor of any of the responsibilities described in Section 1-07.17, and elsewhere in the Contract Documents. Resolution of utility conflicts is included as a bid item for use in resolving any new identified utility conflicts not otherwise shown on the Contract Drawing or Specifications that are identified during the course of construction. Resolution of conflicts with gas services, water services, and sewer services shall be incidental to other pay items. To provide a common basis for all bidders, the Contracting Agency has entered an amount for the item “Resolution of Utility Conflicts with Stormwater" in the Proposal to become a part of the total bid by the Contractor. Payment for this item will be only for the changes and amounts approved by the City. If no changes are authorized under this bid item, final payment for this item will be $0 (zero). 1-09.14(2)AC Construction Geotextile For Separation Bid Item A-18) – Square Yard Section 1-09.14(2)AC is a new section: (******) Measurement for “Construction Geotextile For Separation” will be per square yard installed as measured by the length installed by the standard width of the trench/sections as shown on the Plans. All use of geotextile shall be pre-approved by the Engineer. Payment will be made at contract unit price and will constitute full compensation for all material, equipment, tools, labor, and all necessary for and incidental to the installation of geotextile in AGENDA ITEM #6. o) 11/4/2020 73 accordance with the Contract Documents and as directed by the Engineer. The geotextile bid item is exempt from Section 1-04.6 and no price adjustment will be made for variation in actual quantity used. The “Construction Geotextile for Separation” bid item is exempt from Section 1-04.6 and no price adjustment will be made for variation in actual quantity used. 1-09.14(2)AD Storm Drain, 6-inch Diameter [CPEP] (Bid Item A-19) – Linear Foot Section 1-09.14(2)AD is a new section: (******) Measurement for “Storm Drain Pipe, 6-in Diameter [CPEP]” will be based on linear foot measured horizontally over the centerline of the installed pipe from the center of structures in conformance with the Contract Documents. Payment for furnishing and installing “Storm Drain Pipe, 6-in Diameter [CPEP]” will be made at the amount bid per linear foot, which payment will be complete compensation for: • All labor, materials, equipment and hauling • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, protecting and providing temporary support of existing utilities • Pavement cutting (sawcutting), pavement removal and excavation • Dewatering, temporary bypass pumping and control of water • Removal and disposal of waste material in the excavation necessary to construct the improvements including but not limited to: existing pipes; catch basins; manholes; structures; and abandoned utilities • Pipe of the size and material type required, gaskets, fittings and adaptors • Installation, laying and jointing pipe and fittings • Furnishing and placing pipe zone bedding material • Furnishing, placement and compaction of imported trench backfill • Appurtenances, ethafoam pads, water, grading, cleaning, and testing, etc. required to complete the work in accordance with the Contract Documents • Removal of pipe and catch basins beyond the excavation where shown on the Drawings or where directed by the Engineer as well as plugging existing pipes to be abandoned and plugging existing pipes where sections have been removed for the storm installation, and providing end caps were shown on the plans. These items shall not be limited to those mentioned on the Plans or specified herein. • Replacing, protecting and/or maintaining existing utilities • Furnishing and placing temporary pavement patching. Contractor is advised that year-round groundwater seeps entering the drainage system must be controlled and bypassed and shall be paid for as a part of this bid item. Select Imported Trench Backfill above the pipe zone bedding is included in other bid items. AGENDA ITEM #6. o) 11/4/2020 74 1-09.14(2)AE Storm Drain, 8-inch Diameter [CPEP] (Bid Item A-20) – Linear Foot Section 1-09.14(2)AE is a new section: (******) Measurement for “Storm Drain Pipe, 8-in Diameter [CPEP]” will be based on linear foot measured horizontally over the centerline of the installed pipe from the center of structures in conformance with the Contract Documents. Payment for furnishing and installing “Storm Drain Pipe, 8-in Diameter [CPEP]” will be made at the amount bid per linear foot, which payment will be complete compensation for: • All labor, materials, equipment and hauling • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, protecting and providing temporary support of existing utilities • Pavement cutting (sawcutting), pavement removal and excavation • Dewatering, temporary bypass pumping and control of water • Removal and disposal of waste material in the excavation necessary to construct the improvements including but not limited to: existing pipes; catch basins; manholes; structures; and abandoned utilities • Pipe of the size and material type required, gaskets, fittings and adaptors • Installation, laying and jointing pipe and fittings • Furnishing and placing pipe zone bedding material • Furnishing, placement and compaction of imported trench backfill • Appurtenances, ethafoam pads, water, grading, cleaning, and testing, etc. required to complete the work in accordance with the Contract Documents. • Removal of pipe and catch basins beyond the excavation where shown on the Drawings or where directed by the Engineer as well as plugging existing pipes to be abandoned and plugging existing pipes where sections have been removed for the storm installation, and providing end caps were shown on the plans. These items shall not be limited to those mentioned on the Plans or specified herein. • Replacing, protecting, and/or maintaining existing utilities • Furnishing and placing temporary pavement patching. Contractor is advised that year-round groundwater seeps entering the drainage system must be controlled and bypassed and shall be paid for as a part of this bid item. Select Imported Trench Backfill above the pipe zone bedding is included in other bid items. 1-09.14(2)AF Storm Drain, 8-inch Diameter [DI] (Bid Item A-21) – Linear Foot Section 1-09.14(2)AF is a new section: (******) Measurement for Storm “Drain Pipe, 8-in Diameter [DI]” will be based on linear foot measured horizontally over the centerline of the installed pipe from the center of structures in conformance with the Contract Documents. Payment for furnishing and installing “Storm Drain Pipe, 8-in Diameter [DI]” will be made at the amount bid per linear foot, which payment will be complete compensation for: • All labor, materials, equipment and hauling AGENDA ITEM #6. o) 11/4/2020 75 • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, protecting and providing temporary support of existing utilities • Pavement cutting (sawcutting), pavement removal and excavation • Dewatering, temporary bypass pumping and control of water • Removal and disposal of waste material in the excavation necessary to construct the improvements including but not limited to: existing pipes; catch basins; manholes; structures; and abandoned utilities • Pipe of the size and material type required, gaskets, fittings and adaptors • Installation, laying and jointing pipe and fittings • Furnishing and placing pipe zone bedding material • Furnishing, placement and compaction of imported trench backfill • Appurtenances, ethafoam pads, water, grading, cleaning, and testing, etc. required to complete the work in accordance with the Contract Documents. • Removal of pipe and catch basins beyond the excavation where shown on the Drawings or where directed by the Engineer as well as plugging existing pipes to be abandoned and plugging existing pipes where sections have been removed for the storm installation, and providing end caps were shown on the plans. These items shall not be limited to those mentioned on the Plans or specified herein. • Replacing, protecting and/or maintaining existing utilities • Furnishing and placing temporary pavement patching. Contractor is advised that year-round groundwater seeps entering the drainage system must be controlled and bypassed and shall be paid for as a part of this bid item. Select Imported Trench Backfill above the pipe zone bedding is included in other bid items. 1-09.14(2)AG Storm Drain, 12-inch Diameter [PPP] (Bid Item A-22) – Linear Foot Section 1-09.14(2)AG is a new section: (******) Measurement for “Storm Drain Pipe, 12-in Diameter [PPP]” will be based on linear foot measured horizontally over the centerline of the installed pipe from the center of structures in conformance with the Contract Documents. Payment for furnishing and installing Storm Drain Pipe, 12-in Diameter [PPP] will be made at the amount bid per linear foot, which payment will be complete compensation for: • All labor, materials, equipment and hauling • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, protecting and providing temporary support of existing utilities • Pavement cutting (sawcutting), pavement removal and excavation • Dewatering, temporary bypass pumping and control of water • Removal and disposal of waste material in the excavation necessary to construct the improvements including but not limited to: existing pipes; catch basins; manholes; structures; and abandoned utilities • Pipe of the size and material type required, gaskets, fittings and adaptors • Installation, laying and jointing pipe and fittings • Furnishing and placing pipe zone bedding material • Furnishing, placement and compaction of imported trench backfill AGENDA ITEM #6. o) 11/4/2020 76 • Appurtenances, ethafoam pads, water, grading, cleaning, and testing, etc. required to complete the work in accordance with the Contract Documents. • Removal of pipe and catch basins beyond the excavation where shown on the Drawings or where directed by the Engineer as well as plugging existing pipes to be abandoned and plugging existing pipes where sections have been removed for the storm installation, and providing end caps were shown on the plans. These items shall not be limited to those mentioned on the Plans or specified herein. • Replacing, protecting and/or maintaining existing utilities • Furnishing and placing temporary pavement patching. Contractor is advised that year-round groundwater seeps enter the drainage system must be controlled and bypassed and shall be paid for as a part of this bid item. Select Imported Trench Backfill above the pipe zone bedding is included in other bid items. 1-09.14(2AH Storm Drain, 12-inch Diameter [DI] (Bid Item A-23) – Linear Foot Section 1-09.14(2)AH is a new section: (******) Measurement for “Storm Drain Pipe, 12-in Diameter [DI”] will be based on linear foot measured horizontally over the centerline of the installed pipe from the center of structures in conformance with the Contract Documents. Payment for furnishing and installing “Storm Drain Pipe, 12-in Diameter [DI]” will be made at the amount bid per linear foot, which payment will be complete compensation for: • All labor, materials, equipment and hauling • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, protecting and providing temporary support of existing utilities • Pavement cutting (sawcutting), pavement removal and excavation • Dewatering, temporary bypass pumping and control of water • Removal and disposal of waste material in the excavation necessary to construct the improvements including but not limited to: existing pipes; catch basins; manholes; structures; and abandoned utilities • Pipe of the size and material type required, gaskets, fittings and adaptors • Installation, laying and jointing pipe and fittings • Furnishing and placing pipe zone bedding material • Furnishing, placement and compaction of imported trench backfill • Appurtenances, ethafoam pads, water, grading, cleaning, and testing, etc. required to complete the work in accordance with the Contract Documents • Removal of pipe and catch basins beyond the excavation where shown on the Drawings or where directed by the Engineer as well as plugging existing pipes to be abandoned and plugging existing pipes where sections have been removed for the storm installation, and providing end caps were shown on the plans. These items shall not be limited to those mentioned on the Plans or specified herein. • Replacing, protecting and/or maintaining existing utilities • Furnishing and placing temporary pavement patching. AGENDA ITEM #6. o) 11/4/2020 77 Contractor is advised that year-round groundwater seeps enter the drainage system must be controlled and bypassed and shall be paid for as a part of this bid item. Select Imported Trench Backfill above the pipe zone bedding is included in other bid items. 1-09.14(2)AI Trench Drain (Bid Item A-24) – Linear Foot Section 1-09.14(2)AI is a new section: (******) Measurement for “Trench Drain” will be based on linear foot measured horizontally over the centerline of the trench drain installed as measured from the end of the grates in conformance with the Contract Documents. Payment for furnishing and installing “Trench Drain” will be made at the amount bid per linear foot, which payment will be complete compensation for: • All labor, materials, equipment and hauling • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, protecting and providing temporary support of existing utilities • Pavement/concrete cutting (sawcutting), pavement removal and disposal, concrete curb and gutter removal and disposal and excavation • Dewatering, temporary bypass pumping and control of water • Removal and disposal of waste material in the excavation necessary to construct the improvements including but not limited to; existing pipes; structures; and abandoned utilities • Placing and compacting crushed surfacing top course bedding, trench drain and grate, replacement concrete curb, connecting pipe at termination of trench drain, gaskets, fittings and adaptors, installation, laying and jointing trench drain and fittings • Appurtenances, ethafoam pads • Placement of backfill material, compaction, water and grading, submittals, cleaning, and testing, etc. required to complete the work in accordance with the Contract Documents. • Furnishing and placing temporary pavement patching Select Imported Trench Backfill used as backfill for the Trench Drain is included in other bid items. 1-09.14(2)AJ Connect Existing Lateral to New Storm Pipe (Bid Item A-25) – Each Section 1-09.14(2)AJ is a new section: (******) Measurement for “Connect Existing Lateral to New Storm Pipe” will be per each in conformance with Contract Documents. Payment for connect existing lateral to new storm pipe will be made at the unit price per each, which will be complete compensation for all labor, equipment, materials, excavation around and protection of existing pipe, cleaning the existing pipe, pipe sleeve or other fittings required to connect to existing pipe, and removal and disposal of waste material. Pipe material shall be under separate item. AGENDA ITEM #6. o) 11/4/2020 78 1-09.14(2)AK Connect New Storm Pipe to Existing Catch Basin (Bid Item A-26) – Each Section 1-09.14(2)AK is a new section: (******) Measurement for “Connect New Storm Pipe to Existing Catch Basin” will be per each in conformance with Contract Documents. Payment for “Connect New Storm Pipe to Existing Catch Basin” will be made at the unit price per each, which will be complete compensation for all labor, equipment, materials, excavation around and protection of existing structure, core drilling, cleaning the existing catch basin and other materials required to connect to existing catch basin. 1-09.14(2)AL Storm Lateral Cleanout - 6” or 8" Diameter (Bid Item A-27) – Each Section 1-09.14(2)AL is a new section: (******) Measurement for “Storm Lateral Cleanout – 6” or 8" Diameter” will be per each in conformance with Contract Documents. City may require an 8” diameter cleanout for an existing 6” lateral. Payment for “Storm Lateral Cleanout – 6” or 8" Diameter” will be made at the unit price per each, which will be complete compensation for all labor, equipment, materials, excavation around and protection of existing pipe, bedding, pipe associated with the cleanout riser including wye connection to lateral, pipe reducer fitting if transitioning from 6” to 8”, or other fittings/couplings required to connect to existing main pipe, removal and disposal of waste material, cast iron ring and cover, watertight plug, concrete pad, and furnishing and placing temporary pavement patching. 1-09.14(2)AM Catch Basin Type 1 (Bid Item A-28) – Each Section 1-09.14(2)AM is a new section: (******) Measurement for furnishing and installing “Catch Basin Type 1 ” will be per each for each catch basin installed in conformance with the Contract Documents. Payment for furnishing and installing “Catch Basin Type 1” will be made at the unit bid price per each, which will be complete compensation for: • All labor, equipment, materials, and hauling • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, protecting and providing temporary support of existing utilities • Pavement cutting (sawcutting), pavement removal, excavation and shoring • Dewatering, temporary bypass pumping and control of water • Removal and disposal of waste material including existing pipes and structures in the excavation and any abandoned utilities • Furnishing and placing foundation material • Precast concrete catch basin, gaskets, catch basin frame and lid, installation, adjustment of frames to grade, appurtenances, Kor-N-Seal boots (or approved equal), connections to new pipes, reconnections to existing pipes including pipe and couplings, placement of subsequent backfill materials, compaction, water, cleaning, and testing, etc. required in conformance with the Contract Documents. • Furnishing and placing temporary pavement patching AGENDA ITEM #6. o) 11/4/2020 79 Select imported backfill material is included in other bid items. Maximum pay limit for select imported backfill material around structures shall be limited to 3-feet. 1-09.14(2)AN Catch Basin Type 1L with Special Frame and Grate (Bid Item A-29) – Each Section 1-09.14(2)AN is a new section: (******) Measurement for furnishing and installing “Catch Basin Type 1L” with special grate will be per each for each catch basin installed in conformance with the Contract Documents. Payment for furnishing and installing “Catch Basin Type 1L” with special grate will be made at the unit bid price per each, which will be complete compensation for: • All labor, equipment, materials, and hauling • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, protecting and providing temporary support of existing utilities • Pavement cutting (sawcutting), pavement removal, excavation and shoring • Dewatering, temporary bypass pumping and control of water • Removal and disposal of waste material including existing pipes and structures in the excavation and any abandoned utilities • Furnishing and placing foundation material • Precast concrete catch basin, gaskets, catch basin frame and lid, installation, adjustment of frames to grade, appurtenances, Kor-N-Seal boots (or approved equal), connections to new pipes, reconnections to existing pipes including pipe and couplings, placement of subsequent backfill materials, compaction, water, cleaning, and testing, etc. required in conformance with the Contract Documents. • Furnishing and placing temporary pavement patching Select imported backfill material is included in other bid items. Maximum pay limit for select imported backfill material around structures shall be limited to 3-feet. 1-09.14(2)AO Catch Basin Type 2, 48-inch Diameter (Bid Item A-30) – Each Section 1-09.14(2)AO is a new section: (******) Measurement for “Catch Basin Type 2, 48-inch Diameter” will be measured per each installed in conformance with the Contract Documents. Payment for “Catch Basin Type 2, 48-inch Diameter” will be made at the contract unit price and will constitute full compensation for: • All labor, equipment, materials, and hauling • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, protecting and providing temporary support of existing utilities • Pavement cutting (sawcutting), pavement removal, excavation and shoring • Dewatering, temporary bypass pumping and control of water • Removal and disposal of waste material including existing pipes and structures in the excavation and any abandoned utilities • Furnishing and placing foundation material • Precast concrete catch basin, gaskets, catch basin frame and lid, installation, adjustment of frames to grade, appurtenances, Kor-N-Seal boots (or approved equal), connections to new AGENDA ITEM #6. o) 11/4/2020 80 pipes, reconnections to existing pipes including pipe and couplings, placement of subsequent backfill materials, compaction, water, cleaning, and testing, etc. required in conformance with the Contract Documents. • Furnishing and placing temporary pavement patching Select imported backfill material is included in other bid items. Maximum pay limit for select imported backfill material around structures shall be limited to 3-feet. 1-09.14(2)AP Controlled Density Fill (Bid Item A-31) – Cubic Yard Section 1-09.14(2)AP is a new section: (******) Measurement for “Control Density Fill” will be per cubic yard in conformance with the Contract Documents. All use of CDF shall be pre-approved by the Engineer. CDF used beyond the agreed amount or CDF used without prior Engineer approval will not be paid. Payment for “Control Density Fill” will be made at contract unit price and will constitute full compensation for all material, equipment, tools, labor, and all necessary for and incidental to the installation of Control Density Fill in accordance with the Contract Documents and as directed by the Engineer. Payment for this item will be only for the control density fill pre-approved by the City. If no control density fill is authorized under this bid item, final payment for this item will be $0 (zero). The control density fill bid item is exempt from Section 1-04.6 and no price adjustment will be made for variation in actual quantity used. The Control Density Fill bid item is exempt from Section 1-04.6 and no price adjustment will be made for variation in actual quantity used. 1-09.14(2)AQ Sewer Service Relocation for Stormwater Conflict (Bid Item A-32) – Each Section 1-09.14(2)AQ is a new section: (******) Measurement for “Sewer Service Relocation for Stormwater Conflict” will be per each in conformance with Contract Documents. Only those sewer service relocations authorized by the City in advance will be paid. Payment for “Sewer Service Relocation for Stormwater Conflict” will be made at the unit price per each, which will be complete compensation for all labor, equipment, material, to relocate an existing side sewer service to avoid a conflict with the new storm, including but not limited to hauling, sawcutting, excavation, dewatering, temporary control of sewer or sewer bypass pumping, removal and disposal of waste material including existing sewer service piping, pipe of the size and material type required, gaskets, fittings and adaptors, installation, laying and jointing pipe and fittings, furnishing and placing pipe zone bedding material and pipe zone fill material, appurtenances, placement of subsequent backfill materials, compaction, water, grading, cleaning, and testing, etc. required to complete the work in accordance with the Contract Documents. Select Imported Trench Backfill above the pipe zone bedding, if used, is included in other bid items. There shall be no separate payment for adjusting the new storm pipe profile to avoid a conflict with the sewer. This shall be considered incidental to other bid items. AGENDA ITEM #6. o) 11/4/2020 81 To provide a common basis for all bidders, the Contracting Agency has entered a quantity for this bid item, however, the actual quantity is unknown and may be zero. If no sewer service relocation for stormwater conflicts are authorized under this bid item, final payment for this item will be $0 (zero). 1-09.14(2)AR Abandon Existing Manhole (Bid Item A-33) –– Each Section 1-09.14(2)AR is a new section: (******) Measurement for “Abandon Existing Manhole” will be per each performed in conformance with the Contract Documents. The unit price per each for “Abandon Existing Manhole” shall be full pay for all labor, equipment, material, and equipment to plug pipe connections, remove and dispose of top 4 feet of structure and filling remaining structure with sand in accordance with the standard specifications. The ring and cover shall be salvaged if requested by the City. The following subsection provides the measurement and payment information of the Bid Items specific to Schedule B – Wastewater. 1-09.14(2)BA Furnish and Install 8-inch PVC Sewer Pipe (Bid Item B-14) –– Linear Foot Section 1-09.14(2)BA is a new section: (******) Measurement for “Furnish and Install 8-Inch PVC Sewer Pipe” will be based on linear footage measured horizontally over the centerline of the installed pipe. Payment for “Furnish And Install 8-Inch PVC Sewer Pipe” will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, including potholing in advance for existing side sewers and television inspection of existing sanitary sewer to determine location of side sewer branches if necessary. • Saw cutting up to 12” in depth, trench excavation, and dewatering (if needed), • Bypass sewer pumping (if needed), • Removal, hauling and disposal of waste materials including but not limited to pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material, existing pipes and structures in the excavation • Furnishing, installing, laying and joining sewer pipes and fittings of the size and type shown, and all incidentals, • Ethafoam pads (when needed), • Furnishing bedding materials, placing and compacting pipe bedding, as shown on the plans, • Placing and compacting trench backfill, • Air-Testing (if required) • Replacing, protecting and/or maintaining existing utilities, • Furnishing and Placing Temporary Pavement Patching. AGENDA ITEM #6. o) 11/4/2020 82 1-09.14(2)BB Furnish and Install 8-inch HDPE Sewer Pipe (Bid Item B-15) –– Linear Foot Section 1-09.14(2)BB is a new section: (******) Measurement for “Furnish and Install 8-Inch HDPE Sewer Pipe” will be based on linear footage measured horizontally over the centerline of the installed pipe. Payment for “Furnish And Install 8-Inch HDPE Sewer Pipe” will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, including potholing in advance for existing side sewers and television inspection of existing sanitary sewer to determine location of side sewer branches if necessary. • Saw cutting up to 12” in depth, trench excavation, and dewatering (if needed), • Bypass sewer pumping (if needed), • Removal, hauling and disposal of waste materials including but not limited to pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material, existing pipes and structures in the excavation, • Furnishing, installing, laying and joining sewer pipes, fittings and couplings of the size and type shown, and all incidentals, • Ethafoam pads (when needed), • Furnishing bedding materials, placing and compacting pipe bedding, as shown on the plans, • Placing and compacting trench backfill, • Air-Testing (if required) • Replacing, protecting and/or maintaining existing utilities, • Furnishing and Placing Temporary Pavement Patching. 1-09.14(2)BC Furnish and Install 10-inch PVC Sewer Pipe (Bid Item B-16) –– Linear Foot Section 1-09.14(2)BC is a new section: (******) Measurement for “Furnish and Install 10-Inch PVC Sewer Pipe” will be based on linear footage measured horizontally over the centerline of the installed pipe. Payment for “Furnish And Install 10-Inch PVC Sewer Pipe” will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, including potholing in advance for existing side sewers and television inspection of existing sanitary sewer to determine location of side sewer branches if necessary. • Saw cutting up to 12” in depth, trench excavation, and dewatering (if needed), • Bypass sewer pumping (if needed), AGENDA ITEM #6. o) 11/4/2020 83 • Removal, hauling and disposal of waste materials including but not limited to pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material, existing pipes and structures in the excavation, • Furnishing, installing, laying and joining sewer pipes, fittings and couplings of the size and type shown, and all incidentals, • Ethafoam pads (when needed), • Furnishing bedding materials, placing and compacting pipe bedding, as shown on the plans, • Placing and compacting trench backfill, • Air-Testing (if required) • Replacing, protecting and/or maintaining existing utilities, • Furnishing and Placing Temporary Pavement Patching. 1-09.14(2)BD Furnish and Install 6-inch PVC Side Sewer Pipe (Bid Item B-17) –– Linear Foot Section 1-09.14(2)BD is a new section: (******) Measurement for “Furnish and Install 6-Inch PVC Side Sewer Pipe” will be based on linear footage measured horizontally over the centerline of the installed pipe. Payment for “Furnish And Install 6-Inch PVC Side Sewer Pipe” will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, including potholing in advance for existing side sewers and television inspection of existing sanitary sewer to determine location of side sewer branches if necessary. • Saw cutting up to 12” in depth, trench excavation, and dewatering (if needed), • Bypass sewer pumping (if needed), • Removal, hauling and disposal of waste materials including but not limited to pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material, existing pipes and structures in the excavation, • Furnishing, installing, laying and joining sewer pipes, fittings and couplings of the size and type shown, and all incidentals, • Furnishing and installing cleanout frame and cover, • Furnishing and installing concrete around cleanout frame (as required by the project plans), • Ethafoam pads (when needed), • Furnishing bedding materials, placing and compacting pipe bedding, as shown on the plans, • Placing and compacting trench backfill, • Air-Testing (if required) • Replacing, protecting and/or maintaining existing utilities, • Furnishing and Placing Temporary Pavement Patching. 1-09.14(2)BE Furnish and Install 4-inch or 6-inch CIPP Side Sewer Pipe (Bid Item B-18) –– Each Section 1-09.14(2)BE is a new section: (******) Measurement for Furnish and Install 4- inch or 6-Inch CIPP Side Sewer Pipe will be based on linear footage measured horizontally over the centerline of the installed pipe. AGENDA ITEM #6. o) 11/4/2020 84 Payment for “Furnish And Install 4-inch or 6-Inch CIPP Side Sewer Pipe” will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Equipment and tools need to confirm size and suitability for lining of each side sewer stub as shown on the project plans, • Saw cutting up to 12” in depth, trench excavation, and dewatering (if needed), • Bypass sewer pumping (if needed), • Removal, hauling and disposal of waste materials including but not limited to pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material, existing pipes and structures in the excavation, • Furnishing and installing the CIPP sewer pipes of the size necessary, • Post installation CCTV Inspection. 1-09.14(2)BF Furnish and Install Internal Sewer Drop in Existing Manhole (Bid Item B-19) –– Each Section 1-09.14(2)BF is a new section: (******) Measurement for Furnish and Install Internal Sewer Drop in Existing Manhole” will be per each for each internal sewer drop installed in conformance with the Contract Documents. Payment for “Furnish And Install Internal Sewer Drop in Existing Manhole” will be made at the amount bid per each, which payment will be complete compensation for all labor, materials, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, including potholing in advance for existing side sewers and television inspection of existing sanitary sewer to determine location of side sewer branches if necessary. • Saw cutting up to 12” in depth, trench excavation, and dewatering (if needed), • Bypass sewer pumping (if needed), • Removal, hauling and disposal of waste materials including but not limited to pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material, existing pipes and structures in the excavation, • Furnishing, installing, joining and attaching sewer pipes, fittings, couplings and mounting brackets of the size and type shown for the internal drop, and all incidentals, • Core-drilling of the existing manhole and installation of a Kor-N-Seal boot (or approved equal), • Furnishing and installing concrete and aggregate for plugging existing outside drop, • Furnishing bedding materials, placing and compacting pipe bedding, as shown on the plans, • Placing and compacting trench backfill, • Replacing, protecting and/or maintaining existing utilities, • Furnishing and Placing Temporary Pavement Patching. AGENDA ITEM #6. o) 11/4/2020 85 1-09.14(2)BG Furnish and Install Sanitary Sewer Manhole Extra Shallow (Bid Item B-20) –– Each Section 1-09.14(2)BG is a new section: (******) Measurement for “Furnish and Install Shallow Sanitary Sewer Manhole Extra Shallow” will be per each for each type manhole installed in conformance with the Contract Documents. Payment for “Furnish And Install Shallow Sanitary Sewer Manhole Extra Shallow” will be made at the amount bid per each, which payment will be complete compensation for all labor, materials, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, including potholing in advance for existing side sewers and television inspection of existing sanitary sewer to determine location of side sewer branches if necessary. • Saw cutting up to 12” in depth, trench excavation, and dewatering (if needed), • Bypass sewer pumping (if needed), • Removal, hauling and disposal of waste materials including but not limited to pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material, existing pipes and structures in the excavation, • Furnishing, install precast or poured-in-place concrete base, concrete manhole sections, gaskets, Kor-N-Seal boots (or approved equal), ladder and rungs, appurtenances, connections, channeling, reconnection to existing sewer pipes including pipe and couplings, coating system (sealer), manhole frame and lid, • Furnishing and installing material to adjustment of frames to grade including HMA, • Furnishing foundation and bedding materials, placing and compacting foundation and bedding, • Placing and compacting backfill, • Replacing, protecting and/or maintaining existing utilities, • Furnishing and Placing Temporary Pavement Patching. 1-09.14(2)BH Furnish and Install 54-inch Shallow Sanitary Sewer Manhole (Bid Item B-21) –– Each Section 1-09.14(2)BH is a new section: (******) Measurement for “Furnish and Install 54-inch Diameter Shallow Sanitary Sewer Manhole” will be per each for each type manhole installed in conformance with the Contract Documents. Payment for “Furnish And Install 54-Inch Diameter Shallow Sanitary Sewer Manhole” will be made at the amount bid per each, which payment will be complete compensation for all labor, materials, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, including potholing in advance for existing side sewers and television inspection of existing sanitary sewer to determine location of side sewer branches if necessary. • Saw cutting up to 12” in depth, trench excavation, and dewatering (if needed), • Bypass sewer pumping (if needed), AGENDA ITEM #6. o) 11/4/2020 86 • Removal, hauling and disposal of waste materials including but not limited to pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material, existing pipes and structures in the excavation, • Furnishing, install precast or poured-in-place concrete base, concrete manhole sections, gaskets, Kor-N-Seal boots (or approved equal), ladder and rungs, appurtenances, connections, channeling, reconnection to existing sewer pipes including pipe and couplings, coating system (sealer), manhole frame and lid, • Furnishing and installing material to adjustment of frames to grade including HMA, • Furnishing foundation and bedding materials, placing and compacting foundation and bedding, • Placing and compacting backfill, • Replacing, protecting and/or maintaining existing utilities, • Furnishing and Placing Temporary Pavement Patching. 1-09.14(2)BI Furnish and Install 54-inch Sanitary Sewer Manhole (Bid Item B-22) –– Each Section 1-09.14(2)BI is a new section: (******) Measurement for “Furnish and Install 54-inch Diameter Sanitary Sewer Manhole” will be per each for each type manhole installed in conformance with the Contract Documents. Payment for “Furnish And Install 54-Inch Diameter Sanitary Sewer Manhole” will be made at the amount bid per each, which payment will be complete compensation for all labor, materials, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, including potholing in advance for existing side sewers and television inspection of existing sanitary sewer to determine location of side sewer branches if necessary. • Saw cutting up to 12” in depth, trench excavation, and dewatering (if needed), • Bypass sewer pumping (if needed), • Removal, hauling and disposal of waste materials including but not limited to pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material, existing pipes and structures in the excavation, • Furnishing, install precast or poured-in-place concrete base, concrete manhole sections, gaskets, Kor-N-Seal boots (or approved equal), ladder and rungs, appurtenances, connections, channeling, reconnection to existing sewer pipes including pipe and couplings, coating system (sealer), manhole frame and lid, • Furnishing and installing material to adjustment of frames to grade including HMA, • Furnishing foundation and bedding materials, placing and compacting foundation and bedding, • Placing and compacting backfill, • Replacing, protecting and/or maintaining existing utilities, • Furnishing and Placing Temporary Pavement Patching. AGENDA ITEM #6. o) 11/4/2020 87 1-09.14(2)BJ Furnish and Install 60-inch Sanitary Sewer Manhole with Inside Drop (Bid Item B 23) – Each Section 1-09.14(2)BJ is a new section: (******) Measurement for “Furnish and Install 60-inch Diameter Sanitary Sewer Manhole with Inside Drop” will be per each for each type manhole installed in conformance with the Contract Documents. Payment for “Furnish and Install 60-inch Diameter Sanitary Sewer Manhole with Inside Drop” will be made at the amount bid per each, which payment will be complete compensation for all labor, materials, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, including potholing in advance for existing side sewers and television inspection of existing sanitary sewer to determine location of side sewer branches if necessary. • Saw cutting up to 12” in depth, trench excavation, and dewatering (if needed), • Bypass sewer pumping (if needed), • Removal, hauling and disposal of waste materials including but not limited to pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material, existing pipes and structures in the excavation, • Furnishing, install precast or poured-in-place concrete base, concrete manhole sections, gaskets, Kor-N-Seal boots (or approved equal), ladder and rungs, appurtenances, connections, channeling, reconnection to existing sewer pipes including pipe, couplings and bends, coating system (sealer), manhole frame and lid, • Furnishing and installing clamping brackets, inside-drop pipe, laying and joining new sewer pipe to the inside-drop, bends, • Furnishing and installing material to adjustment of frames to grade including HMA, • Furnishing foundation and bedding materials, placing and compacting foundation and bedding, • Placing and compacting backfill, • Replacing, protecting and/or maintaining existing utilities, • Furnishing and Placing Temporary Pavement Patching. 1-09.14(2)BK Furnish and Install 8-inch Sewer Cleanout (Bid Item B-24) –– Each Section 1-09.14(2)BK is a new section: (******) Measurement for “Furnish and Install 8-Inch Sewer Cleanout” will be per each for the installation of C.O. installed in conformance with the Contract Documents. Payment for “Furnish and Install 8-Inch Sewer Cleanout” will be made at the amount bid per each, which payment will be complete compensation for all labor, materials, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, including potholing in advance for existing side sewers and television inspection of existing sanitary sewer to determine location of side sewer branches if necessary. AGENDA ITEM #6. o) 11/4/2020 88 • Saw cutting up to 12” in depth, trench excavation, and dewatering (if needed), • Bypass sewer pumping (if needed), • Removal, hauling and disposal of waste materials including but not limited to pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material, existing pipes and structures in the excavation, • Furnishing, installing, laying and joining sewer pipes, fittings and couplings of the size and type shown, and all incidentals, • Furnishing and installing cleanout frame and cover, • Furnishing and installing concrete around cleanout frame (as required by the project plans), • Furnishing and installing material to adjustment of frames to grade, • Furnishing foundation and bedding materials, placing and compacting foundation and bedding, • Placing and compacting backfill, • Replacing, protecting and/or maintaining existing utilities, • Furnishing and Placing Temporary Pavement Patching. 1-09.14(2)BL Furnish and Install 6-inch Sewer and Cleanout in Easement (Bid Item B-25) –– Lump Sum Section 1-09.14(2)BL is a new section: (******) Measurement for “Furnish and Install 6-Inch Sewer and Cleanout in Easement” will be per each for the installation of 6-Inch sewer and cleanout installed in conformance with the Contract Documents. Payment for furnish and install 6-inch sewer and cleanout in easement will be made at the amount bid per each, which payment will be complete compensation for all labor, materials, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, including potholing in advance for existing side sewers and television inspection of existing sanitary sewer to determine location of side sewer branches if necessary. • Trench excavation, and dewatering (if needed), • Bypass sewer pumping (if needed), • Removal, hauling and disposal of waste materials including but not limited to pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material, existing pipes and structures in the excavation, • Furnishing, installing, laying and joining sewer pipes, fittings and couplings of the size and type shown (approximately 15 linear feet of 6” PVC and three 6”x6” tees), and all incidentals, • Furnishing and installing cleanout frame and cover, • Furnishing and installing concrete around cleanout frame (as required by the project plans), • Furnishing bedding materials, placing and compacting pipe bedding, as shown on the plans, • Placing and compacting trench backfill, • Landscape restoration. AGENDA ITEM #6. o) 11/4/2020 89 1-09.14(2)BM Connect New Sewer to Existing Sewer Manhole (Bid Item B-26) –– Each Section 1-09.14(2)BM is a new section: (******) Measurement for “Connect New Sewer to Existing Sewer Manhole” will be per each in conformance with the Contract Documents. Payment for Connect New Sewer to Existing Sewer Manhole will be made at the amount bid per each, which payment will be complete compensation for all labor, materials, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, including potholing in advance for existing side sewers and television inspection of existing sanitary sewer to determine location of side sewer branches if necessary. • Trench excavation, and dewatering (if needed), • Bypass sewer pumping (if needed), • Removal, hauling and disposal of waste materials including but not limited to pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material, existing pipes and structures in the excavation, • Core-drilling of existing manhole, • Furnish and install new Kor-N-Seal boot, sand collar (or approved equal) and grouting, • Connection of new sewer to existing manhole, • Furnishing bedding materials, placing and compacting pipe bedding, as shown on the plans, • Placing and compacting trench backfill, • Furnishing and Placing Temporary Pavement Patching. 1-09.14(2)BN Pre-installation Cleaning and Inspection for CIPP in Easement (Bid Item B-27) – Linear Foot Section 1-09.14(2)BN is a new section: (******) Measurement for “Pre-Installation Cleaning and Inspection for CIPP in Easement” will be based on the linear feet of pipe inspected and each in conformance with the Contract Documents. Payment for Pre-Installation Cleaning and Inspection for CIPP in Easement will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • bypass sewer routing if necessary. • cleaning, • root cutting and removal of obstructions, • removal and disposal of waste material, • water, • CCTV inspection in a PACP compatible format and provision of the CCTV record on an external HDD to the Engineer, AGENDA ITEM #6. o) 11/4/2020 90 1-09.14(2)BO Furnish and Install 6-inch Cured-in-place Pipe in Easement (Bid Item B-28) –– Linear Foot Section 1-09.14(2)BO is a new section: (******) Measurement for “Furnish and Install 6-Inch Cured-In-Place Pipe in Easement” will be based on the linear feet of 6-Inch cured-in-place pipe installed. The length will be the number of linear feet of completed installation measured along the invert and will include the length through elbows, tees and fittings. The number of linear feet will be measured from the center of manhole to center of manhole, center of cleanout or the actual end of the cured-in-place pipe if it does not end in a structure. Payment for “Furnish and Install 6-Inch Cured-In-Place Pipe in Easement” will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • bypass sewer routing if necessary, • dewatering, • cleaning, • root cutting and removal of obstructions, • furnishing and installing 6” diameter CIPP, • removal and disposal of waste material, • water The following subsection provides the measurement and payment information of the Bid Items specific to Schedule C – Water. 1-09.14(2)CA Furnish and Install 8”, 6”, and 4” Cl 52 DI Water Pipe & Fittings w/ Polywrap (Bid Item C-15, C-16, & C-17) –– Linear Foot Section 1-09.14(2)CA is a new section: (******) Measurement for furnishing and installing water pipes and fittings of the size, type and class specified will be based on the actual lineal footage measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing ductile iron water pipes and fittings of the size, type and class specified shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, including potholing in advance for existing side sewers and television inspection of existing sanitary sewer to determine location of side sewer branches if necessary. • Saw cutting up to 12” in depth, trench excavation, and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, AGENDA ITEM #6. o) 11/4/2020 91 • Furnishing, installing, laying and jointing water pipes and fittings of the size, type and class shown, polyethylene encasement, special fittings, horizontal and vertical bends, mechanical joint pipe restraint, vertical crosses for poly-pigging, shackle rods, temporary blow-off assemblies, and all incidentals, • Furnishing bedding materials, placing and compacting pipe bedding, as shown on the plans, • Placing and compacting trench backfill, • Testing, poly-pigging, disinfecting and flushing of new valves, • Replacing, protecting and/or maintaining existing utilities. • Furnishing and placing temporary pavement patching 1-09.14(2)CB Cut In 6” Gate Valve Assembly (Bid Item C-18) – Each Section 1-09.14(2)CB is a new section: (******) Measurement for furnishing and installing 6” gate valve cut in will be per each, installed in conformance with the Contract Documents. Payment for furnishing and installing 6” gate valve cut in shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing all required fittings, adapters, couplings and incidentals as required for City’s water department’s personnel to perform the installation. • Placing and compacting trench backfill, • Replacing, protecting and/or maintaining existing utilities. • Furnishing and placing temporary pavement patching 1-09.14(2)CC Furnish and Install 8”, 6”, & 4” Gate Valve Assembly (Bid Item C-19, C-20, & C-21) – Each Section 1-09.14(2)CC is a new section: (******) Measurement for furnishing and installing 8”, 6”, and 4” gate valve assemblies will be per each for each type valve installed in conformance with the Contract Documents. Payment for furnishing and installing 8”, 6”, and 4” gate valve assemblies shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, AGENDA ITEM #6. o) 11/4/2020 92 • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing and installing valves, valve boxes and covers to grade, stem extensions, valve marker posts, pipe nipples, couplings, polyethylene encasement, concrete blocking, and all incidentals, • Placing and compacting trench backfill, • Replacing, protecting and/or maintaining existing utilities • Furnishing and placing temporary pavement patching 1-09.14(2)CD Concrete for Thrust Blocking, Dead-Man Anchor Blocks (Bid Item C-22) – Cubic Yard Section 1-09.14(2)CD is a new section: (******) Measurement for concrete for thrust blocking, horizontal and vertical, dead-man anchor blocks will be per cubic yard for all concrete installed for thrust blocking and dead-man anchor blocks in conformance with the Contract Documents. Payment for concrete thrust blocking and dead man anchor blocks shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, shoring and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing and placing concrete for vertical and horizontal blocks, dead-man anchor blocks, reinforcing steel, shackle rods, clamp assembly, anchor bolts, turnbuckles, concrete form work, • Placing and compacting trench backfill, • Replacing, protecting and/or maintaining existing utilities. • Furnishing and placing temporary pavement patching 1-09.14(2)CE Furnish and Install Fire Hydrant Assembly (Bid Item C-23) –– Each Section 1-09.14(2)CE is a new section: (******) Measurement for furnishing and installing fire hydrant assembly will be per each for each fire hydrant assembly installed in conformance with the Contract Documents. Payment for furnishing and installing fire hydrant assembly shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, • Removal of existing fire hydrant, if existing hydrant is being replaced, AGENDA ITEM #6. o) 11/4/2020 93 • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing and installing new fire hydrant assembly, standpipe, shoe, and 6-inch DI piping, Storz adapter, • Furnishing and installing shut-off valve, valve box, valve extension, • Furnishing and installing shackles, tie-rods, concrete blocking, and joint restraints, drain rocks, polyfilm, • Adjust hydrant to finish grade and install concrete shear block, • Placing and compacting trench backfill, • Testing, disinfecting and flushing of new hydrants, • Replacing, protecting and/or maintaining existing utilities • Furnishing and placing temporary pavement patching • Painting the hydrants 1-09.14(2)CF Furnish and Install 1” Water Service Connection (Bid Item C-24) –– Each Section 1-09.14(2)CF is a new section: (******) Measurement for furnishing and installing 1” water connection will be per each for each 1” water connection installed in conformance with the Contract Documents. Payment for furnishing and installing 1” water connection shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation as needed, shoring and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Boring, hole-hogging, tunneling, mechanical or hand trenching to install new water service lines, • Furnishing and installing new 1- inch ball valve corporation stops, tapping the main, laying and jointing the new copper water service lines and fittings, new meter setter, new meter boxes and lids, • Testing, disinfecting and flushing the new service line, • Connecting the customer-side private service line to the new copper tailpiece behind the new meter setter and property lines, • Placing and compacting trench backfill, • Replacing, protecting and/or maintaining existing utilities. • Restoration of public and private properties • Furnishing and placing temporary pavement patching AGENDA ITEM #6. o) 11/4/2020 94 1-09.14(2)CG Furnish and Install Air Release and Vacuum Valve Assembly (Bid Item C-25) –– Each Section 1-09.14(2)CG is a new section: (******) Measurement for air release and vacuum valve assembly will be per each unit installed for completion in conformance with the Contract Documents. Payment for air release and vacuum valve assembly shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, shoring and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Concrete blocking, extension of the vent lines, installation of concrete and rock pads, • Testing, flushing and cleanup, connection to mainline, • Placing and compacting trench backfill, • Testing, poly-pigging, disinfecting and flushing of new valves, • Replacing, protecting and/or maintaining existing utilities. • Furnishing and placing temporary pavement patching 1-09.14(2)CH Connection to Existing Water Main (Bid Item C-26) –– Each Section 1-09.14(2)CH is a new section: (******) Measurement for connection to existing water main will be per each connection for completion in conformance with the Contract Documents. Payment for connection to existing water main shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the Contract Documents, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, shoring and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing all required pipes, fittings, adapters, couplings and incidentals as required for City’s water department’s personnel to perform the initial cut-in installation of valves, and fittings on the existing water main(s), • Furnishing all required pipes, fittings, adapters, couplings and incidentals as required for City’s water department’s personnel to perform the second and final connection of the new water line to the existing water system and to the valves installed during the initial cut-in as described above, • Placing and compacting trench backfill, AGENDA ITEM #6. o) 11/4/2020 95 • Replacing, protecting and/or maintaining existing utilities • Furnishing and placing temporary pavement patching 1-09.14(2)CI Cut, Cap, and Block Existing Water Main (Bid Item C-27) –– Each Section 1-09.14(2)CI is a new section: (******) Measurement for cut, cap, and block existing water main will be per each in conformance with the Contract Documents. Payment for cut, cap, and block water main shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, shoring and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material, excluding any asbestos cement pipe or fittings • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing all required pipes, fittings, adapters, couplings and incidentals as required for City’s water department’s personnel to perform the cut and cap, • Excavating for and installing thrust block, • Placing and compacting trench backfill, • Replacing, protecting and/or maintaining existing utilities. • Furnishing and placing temporary pavement patching 1-10 TEMPORARY TRAFFIC CONTROL 1-10.1 General 1-10.1(2) Description Delete the first paragraph and replace with: (******) The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor’s operations which may occur on highways, roads, streets, sidewalks, or paths. No Work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place. Section 1-10.1(2) is supplemented with the following: (******) When the bid proposal includes an item for “Traffic Control,” the Work required for this item shall be all items described in Section 1-10, including, but not limited to: 1. Furnishing and maintaining barricades, flashers, construction signage, and other channelization devices, unless a pay item is in the bid proposal for any specific device and AGENDA ITEM #6. o) 11/4/2020 96 the Special Provisions specify furnishing, maintaining, and payment in a different manner for that device; 2. Furnishing traffic control labor, equipment, and supervisory personnel for all traffic control labor; 3. Furnishing any necessary vehicle(s) to set up and remove traffic control devices; 4. Furnishing labor and vehicles for patrolling and maintaining all of the construction signs and the traffic control devices, unless a pay item is in the bid proposal to specifically pay for this Work ; 5. Furnishing labor, material, and equipment necessary for cleaning up, removing, and replacing of the construction signs and the traffic control devices destroyed or damaged during the life of the project. 6. Removing existing signs as specified or as directed by the Engineer and delivering to the City Shops, or storing and reinstalling as directed by the Engineer. 7. Preparing a traffic control plan for the project and designating the person responsible for traffic control at the Work site. The traffic control plan shall include descriptions of the traffic control methods and devices to be used by the prime Contractor, and subcontractors, shall be submitted at or before the preconstruction conference, and shall be subject to review and approval of the Engineer. 8. Contacting police, fire, 911, and ambulance services to notify them in advance of any Work that will affect and traveled portion of a roadway. 9. Assuring that all traveled portions of roadways are open to traffic during peak traffic periods, 6:30 a.m. to 8:30 a.m., and 3:00 p.m. to 6:00 p.m., or as specified in the special provisions, or as directed by the Engineer. 10. Promptly removing or covering all non-applicable signs during periods when they are not needed. If the Engineer requires the Contractor to furnish additional channelizing devices, pieces of equipment, or services, which could not be usually anticipated by a prudent Contractor for the maintenance and protection of traffic, then a new item or items may be established to pay for such items. Further limitations for consideration of payment for these items are that they are not covered by other pay items in the bid proposal, they are not specified in the Special Provisions as incidental, and the accumulative cost for the use of each individual channelizing device, piece of equipment, or service must exceed $200 in total cost for the duration of their need. In the event of disputes, the Engineer will determine what is usually anticipated by a prudent Contractor. The cost for these items will be by agreed price, price established by the Engineer, or by force account. Additional items required as a result of the Contractor’s modification to the traffic control plan(s) appearing in the Contract shall not be covered by the provisions in this paragraph. If the total cost of all the Work under the Contract increases or decreases by more than 25 percent, an equitable adjustment will be considered for the item “Traffic Control” to address the increase or decrease. Traffic control and maintenance for the safety of the traveling public on this project shall be the sole responsibility of the Contractor and all methods and equipment used will be subject to the approval of the Contracting Agency. Traffic control devices and their use shall conform to City of Renton standards and the Manual on Uniform Traffic Control Devices( MUTCD). AGENDA ITEM #6. o) 11/4/2020 97 Any days lost due to improper traffic control will be charged against the Contractor’s allowable contract time, and shall not be the cause for a claim for extra days to complete the Work. If no bid item “Traffic Control” appears in the proposal, then all Work required by these sections will be considered incidental and their cost shall be included in the other items of Work. 1-10.2(1)B Traffic Control Supervisor Paragraphs 1 and 2 are deleted in their entirety and replaced with the following: (******) A Traffic Control Supervisor (TCS) shall be on the project whenever traffic control labor is required or as authorized by the Engineer. The TCS shall assure that all the duties of the TCS are performed during the duration of the Contract. During non-Work periods, the TCS shall be able to be on the job site within a 45-minute time period after notification by the Engineer. 1-10.2(2) Traffic Control Plans Section 1-10.2(2) is supplemented with the following: (******) 1-10.3 Traffic Control Labor, Procedure, and Devices Section 1-10.3 is supplemented with the following: (******) At the end of each working day, provisions shall be made for the safe passage of traffic and pedestrians during non-working hours. 1-10.3(3) Traffic Control Devices 1-10.3(3)A Construction Signs Section 1-10.3(3)A paragraph 3 is supplemented with the following: (******) No separate pay item will be provided in the bid proposal for Class A or Class B construction signs. All costs for the Work to provide Class A or Class B construction signs shall be included in the unit contract price for the various other items of the Wor k in the bid proposal. 1-10.4 Measurement Section 1-10.4 is deleted in its entirety and replaced with: (******) No specific unit of measurement will apply to the lump sum item of “Traffic Control”. No adjustment in the lump sum bid amount will be made for overtime Work or for use of relief flaggers. AGENDA ITEM #6. o) 11/4/2020 98 1-10.5 Payment Section 1-10.5 is deleted in its entirety and replaced with: (******) Payment for all labor, materials, and equipment described in Section 1-10 will be made in accordance with Section 1-04.1, for the following bid items when included in the proposal: “Traffic Control,” Lump Sum. 1-11 RENTON SURVEYING STANDARDS The following is a new section with new subsections: (******) 1-11.1(1) Responsibility for Surveys All surveys and survey reports shall be prepared under the direct supervision of a person registered to practice land surveying under the provisions of Chapter 18.43 RCW. All surveys and survey reports shall be prepared in accordance with the requirements established by the Board of Registration for Professional Engineers and Land Surveyors under the provisions of Chapter 18.43 RCW. 1-11.1(2) Survey Datum and Precision The horizontal component of all surveys shall have as its coordinate base: The North American Datum of 1983/91. All horizontal control for projects must be referenced to or in conjunction with a minimum of two of the City of Renton's Survey Control Network monuments. The source of the coordinate values used will be shown on the survey drawing per RCW 58.09.070. The horizontal component of all surveys shall meet or exceed the closure requirements of WAC 332-130-110. The control base lines for all surveys shall meet or exceed the requirements for a Class A survey revealed in Table 2 of the Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys jointly established and adopted by ALTA and ACSM in 1992 or comparable classification in future editions of said document. The angular and linear closure and precision ratio of traverses used for survey control shall be revealed on the face of the survey drawing, as shall the method of adjustment. The horizontal component of the control system for surveys using global positioning system methodology shall exhibit at least 1 part in 50,000 precision in line length dependent error analysis at a 95 percent confidence level and performed pursuant to Federal Geodetic Control Subcommittee Standards for GPS control surveys as defined in Geometric Geodetic Accuracy Standards & Specifications for Using GPS Relative Positioning Techniques dated August 1, 1989, or comparable classification in future editions of said document. The vertical component of all surveys shall be based on NAVD 1988, the North American Vertical Datum of 1988, and tied to at least one of the City of Renton Survey Control Network benchmarks. If there are two such benchmarks within 3000 feet of the project site a tie to both shall be made. The benchmark(s) used will be shown on the drawing. If a City of Renton benchmark does not exist within AGENDA ITEM #6. o) 11/4/2020 99 3000 feet of a project, one must be set on or near the project in a permanent manner that will remain intact throughout the duration of the project. Source of elevations (benchmark) will be shown on the drawing, as well as a description of any benchmarks established. 1-11.1(3) Subdivision Information Those surveys dependent on section subdivision shall reveal the controlling monuments used and the subdivision of the applicable quarter section. Those surveys dependent on retracement of a plat or short plat shall reveal the controlling monuments, measurements, and methodology used in that retracement. 1-11.1(4) Field Notes Field notes shall be kept in conventional format in a standard bound field book with waterproof pages, and/or in an electronic field book/data collector format in an unedited, original field-produced state capable of being printed. In all cases, original field notes must be dated with the day the field work was performed and include a sketch and with a record of control and base line traverses describing station occupations and what measurements were made at each point. Every point located or set shall be identified by a number and a description. Point numbers shall be unique within a complete job. The preferred method of point numbering is field notebook, page and point set on that page. Example: The first point set or found on page 16 of field book 348 would be identified as Point No. 348.16.01, the second point would be 348.16.02, etc. Upon completion of a City of Renton project, either the field notebook(s) provided by the City or the original field notebook(s) used by the Surveyor will be given to the City. For all other Work , Surveyors will provide a copy of the notes to the City upon request. In those cases where an electronic data collector is used, a hard copy print out in ASCII text format will accompany the field notes. 1-11.1(5) Corners and Monuments Corner: A point on a land boundary, at the juncture of two or more boundary lines. A monument is usually set at such points to physically reference a corner's location on the ground. Monument: Any physical object or structure of record, which marks or accurately references: • A corner or other survey point established by or under the supervision of an individual per Section 1-11.1(1) and any corner or monument established by the General Land Office and its successor the Bureau of Land Management including section subdivision corners down to and including one-sixteenth corners; and • Any permanently monumented boundary, right-of-way alignment, or horizontal and vertical control points established by any governmental agency or private surveyor including street intersections but excluding dependent interior lot corners. 1-11.1(6) Control or Base Line Survey Control or Base Line Surveys shall be established for all construction projects that will create permanent structures such as roads, sidewalks, bridges, utility lines or appurtenances, signal or light poles, or any non-single family building. Control or Base Line Surveys shall consist of such number of permanent monuments as are required such that every structure may be observed for staking or "as-builting" while occupying one such monument and sighting another such monument. A minimum of two of these permanent monuments shall be existing monuments, recognized and on record with AGENDA ITEM #6. o) 11/4/2020 100 the City of Renton. The Control or Base Line Survey shall occupy each monument in turn, and shall satisfy all applicable requirements of Section 1-11.1 herein. The drawing depicting the survey shall be neat, legible, and drawn to an appropriate scale. North orientation should be clearly presented and the scale shown graphically as well as noted. The drawing must be of such quality that a reduction thereof to one-half original scale remains legible. If recording of the survey with the King County Recorder is required, it will be prepared on 18 inch by 24 inch mylar and will comply with all provisions of Chapter 58.09 RCW. A photographic mylar of the drawing will be submitted to the City of Renton and, upon their review and acceptance per the specific requirements of the project, the original will be recorded with the King County Recorder. If recording is not required, the survey drawing shall be prepared on 22 inch by 34 inch mylar, and the original or a photographic mylar thereof will be submitted to the City of Renton. The survey drawings shall meet or exceed the requirements of WAC 332-130-050 and shall conform to the City of Renton's Drafting Standards. American Public Works Association symbols shall be used whenever possible, and a legend shall identify all symbols used if each point marked by a symbol is not described at each use. An electronic listing of all principal points shown on the drawing shall be submitted with each drawing. The listing should include the point number designation (corresponding with that in the field notes), a brief description of the point, and northing, easting, and elevation (if applicable) values, all in ASCII format, on IBM PC compatible media. 1-11.1(7) Precision Levels Vertical Surveys for the establishment of benchmarks shall satisfy all applicable requirements of Sections 1-05 and 1-11.1. Vertical surveys for the establishment of benchmarks shall meet or exceed the standards, Specifications and procedures of third order elevation accuracy established by the Federal Geodetic Control Committee. Benchmarks must possess both permanence and vertical stability. Descriptions of benchmarks must be complete to insure both recoverability and positive identification on recovery. 1-11.1(8) Radial and Station -- Offset Topography Topographic surveys shall satisfy all applicable requirements of Section 1-11.1 herein. All points occupied or back sighted in developing radial topography or establishing baselines for station-offset topography shall meet the requirements of Section 1-11.1 herein. The drawing and electronic listing requirements set forth in Section 1-11.1 herein shall be observed for all topographic surveys. 1-11.1(9) Radial Topography Elevations for the points occupied or back sighted in a radial topographic survey shall be determined either by, 1) spirit leveling with misclosure not to exceed 0.1 feet or Federal Geodetic Control AGENDA ITEM #6. o) 11/4/2020 101 Committee third order elevation accuracy Specifications, OR 2) trigonometric leveling with elevation differences determined in at least two directions for each point and with misclosure of the circuit not to exceed 0.1 feet. 1-11.1(10) Station--Offset Topography Elevations of the baseline and topographic points shall be determined by spirit leveling and shall satisfy Federal Geodetic Control Committee Specifications as to the turn points and shall not exceed 0.1 foot's error as to side shots. 1-11.1(11) As-Built Survey All improvements required to be "as-built" (post construction survey) per City of Renton Codes, TITLE 4 Building Regulations and TITLE 9 Public Ways and Property, must be located both horizontally and vertically by a Radial survey or by a Station offset survey. The "as-built" survey must be based on the same base line or control survey used for the construction staking survey for the improvements being "as-built". The "as-built" survey for all subsurface improvements should occur prior to backfilling. Close cooperation between the installing Contractor and the "as-builting" surveyor is therefore required. All "as-built" surveys shall satisfy the requirements of Section 1-11.1(1) herein, and shall be based upon control or base line surveys made in conformance with these Specifications. The field notes for "as-built" shall meet the requirements of Section 1-11.1(4) herein, and submitted with stamped and signed "as-built" drawings which includes a statement certifying the accuracy of the "as-built". The drawing and electronic listing requirements set forth in Section 1-11.1(6) herein shall be observed for all "as-built" surveys. 1-11.1(12) Monument Setting and Referencing All property or lot corners, as defined in 1-11.1(5), established or reestablished on a plat or other recorded survey shall be referenced by a permanent marker at the corner point per 1-11.2(1). In situations where such markers are impractical or in danger of being destroyed, e.g., the front corners of lots, a witness marker shall be set. In most cases, this will be the extension of the lot line to a tack in lead in the curb. The relationship between the witness monuments and their respective corners shall be shown or described on the face of the plat or survey of record, e.g., “Tacks in lead on the extension of the lot side lines have been set in the curbs on the extension of said line with the curb." In all other cases the corner shall meet the requirements of Section 1-11.2(1) herein. All non-corner monuments, as defined in 1-11.1(5), shall meet the requirements of Section 1-11.2(2) herein. If the monument falls within a paved portion of a right-of-way or other area, the monument shall be set below the ground surface and contained within a lidded case kept separate from the monument and flush with the pavement surface, per Section 1-11.2(3). In the case of right-of-way centerline monuments all points of curvature (PC), points of tangency (PT), street intersections, center points of cul-de-sacs shall be set. If the point of intersection (PI) for the tangents of a curve fall within the paved portion of the right-of-way, a mon ument can be set at the PI instead of the PC and PT of the curve. AGENDA ITEM #6. o) 11/4/2020 102 For all non-corner monuments set while under contract to the City of Renton or as part of a City of Renton approved subdivision of property, a City of Renton Monument Card (furnished by the city) identifying the monument; point of intersection (PI), point of tangency (PT), point of curvature (PC), one-sixteenth corner, Plat monument, street intersection, etc., complete with a description of the monument, a minimum of two reference points and NAD 83/91 coordinates, and NAVD 88 elevation shall be filled out and filed with the city. 1-11.2 Materials 1-11.2(1) Property/Lot Corners Corners per 1-11.1(5) shall be marked in a permanent manner such as 1/2 inch diameter rebar 24 inches in length, durable metal plugs or caps, tack in lead, etc., and permanently marked or tagged with the surveyor's identification number. The specific nature of the marker used can be determined by the surveyor at the time of installation. 1-11.2(2) Monuments Monuments per 1-11.1(5) shall meet the requirements as set forth in City of Renton Standard Plans page H031 and permanently marked or tagged with the surveyor's identification number. 1-11.2(3) Monument Case and Cover Materials shall meet the requirements of Section 9-22 and City of Renton Standard Plan H031. 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2-01.1 Description Section 2-01.1 is supplemented with the following: (******) The limits of clearing and grubbing (construction limits) shall be defined as being the construction limit lines as shown in the Plans. Where, in the opinion of the Engineer, any trees abutting or adjacent to the limits of clearing and grubbing are damaged and require removal, the Contractor shall remove such trees. Any trees flagged by the Engineer to remain within the clearing and grubbing limits shall be left undamaged by the Contractor’s operations. Any flagged trees, which are damaged, shall be replaced in kind at the Contractor’s expense. Existing landscaping outside the construction limits, including but not limited to, sod, rockeries, beauty bark, decorative gravel or rock, bushes, and shrubbery shall be protected from damage. The property owners shall be responsible for removing and/or relocating irrigation equipment, trees, shrubs, curbing, ornamental plants, and any other decorative landscaping materials within the construction limits that they wish to save. The Contractor shall give property owners 10 days’ written notice prior to removing landscaping materials. All landscaping materials that remain in the construction limits after that time period shall be removed and disposed of, by the Contractor, in accordance with Section 2-01 and the Plans. The Contractor shall receive approval from the Engineer prior to removal. AGENDA ITEM #6. o) 11/4/2020 103 2-01.2 Disposal of Usable Material and Debris Section 2-01.2 is supplemented with the following: (******) The Contractor shall dispose of all debris by Disposal Method No. 2 – Waste Site. 2-01.5 Payment Section 2-01.5 is supplemented with the following: (******) The lump sum price for “Clearing and Grubbing” shall be full compensation for all Work described herein and shown in the Plans, including removing trees and shrubbery where shown in the Plans and directed by the Engineer. 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters Section 2-02.3(3) is revised and supplemented with the following: (******) Item “1” is deleted and replaced with the following: Haul broken-up pieces to some off-project site. The section is supplemented with the following: In locations where pavement, sidewalk or driveway has been removed and that must remain open to traffic prior to final restoration, a temporary asphalt patch shall be installed. Temporary asphalt patches shall be in accordance with Section 5-06. 2-02.4 Measurement Section 2-02.4 replaces the existing vacant section: (******) Sawcutting existing cement and asphalt concrete pavements shall be measured by the linear foot along the sawcut, full depth. Wheel cutting of pavement will not be measured for separate payment, but shall be included in other items of Work. 2-02.5 Payment Section 2-02.5 is supplemented with the following: (******) "Saw Cutting", per lineal foot. "Remove Sidewalk", per square yard. "Remove Curb and Gutter", per lineal foot. "Cold Mix", per ton "Remove Asphalt Concrete Pavement," per square yard. "Remove Cement Concrete pavement," per square yard. "Remove existing ___________," per ___________. All costs related to the removal and disposal of structures and obstructions including saw cutting, excavation, backfilling, and temporary asphalt shall be considered incidental to and included in other items unless designated as specific bid items in the proposal. If pavements, sidewalks, or curbs lie AGENDA ITEM #6. o) 11/4/2020 104 within an excavation area and are not mentioned as separate pay items, their removal will be paid for as part of the quantity removed in excavation. If they are mentioned as a separate item in the proposal, they will be measured and paid for as provided under Section 2-02.5 and will not be included in the quantity calculated for excavation. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements Section 2-03.3 is supplemented with the following: (******) Roadway excavation shall include the removal of all materials excavated from within the limits shown on the Plans. Suitable excavated material shall be used for embankments, while surplus excavated material or unsuitable material shall be disposed of by the Contractor. Earthwork quantities and changes will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method. Any changes to the proposed Work as directed by the Engineer that would alter these quantities shall be calculated by the Engineer and submitted to the Contractor for his review and verification. Any excavation or embankment beyond the limits indicated in the Plans, unless ordered by the Engineer, shall not be paid for. All Work and material required to return these areas to their original conditions, as directed by the Engineer, shall be provided by the Contractor at his sole expense. All areas shall be excavated, filled, and/or backfilled as necessary to comply with the grades shown on the Plans. In filled and backfilled areas, fine grading shall begin during the placement and the compaction of the final layer. In cut sections, fine grading shall begin within the final six (6) inches of cut. Final grading shall produce a surface, which is smooth and even, without abrupt changes in grade. Excavation for curbs and gutters shall be accomplished by cutting accurately to the cross sections, grades and elevations shown. Care shall be taken not to excavate below the specified grades. The Contractor shall maintain all excavations free from detrimental quantities of leaves, brush, sticks, trash, and other debris until final acceptance of the Work . Following removal of topsoil or excavation to grade, and before placement of fills or base course, the subgrade under the roadway shall be proof-rolled to identify any soft or loose areas which may warrant additional compaction or excavation and replacement. The Contractor shall provide temporary drainage or protection to keep the subgrade free from standing water. Acceptable excavated native soils shall be used for fill in the area requiring fills. Care shall be taken to place excavated material at the optimum moisture content to achieve the specified compaction. Any native material used for fill shall be free of organics and debris, and have a maximum particle size of 6 inches. AGENDA ITEM #6. o) 11/4/2020 105 It shall be the responsibility of the Contractor to prevent the native materials from becoming saturated with water. The measures may include sloping to drain, compacting the native materials, and diverting runoff away from the materials. If the Contractor fails to take such preventative measures, any costs or delay related to drying the materials shall be at his own expense. If the native materials become saturated, it shall be the responsibility of the Contractor to dry the materials, to the optimum moisture content. If sufficient acceptable native soils are not available to complete construction of the roadway embankment, Gravel Borrow shall be used. If subgrade trimmer is not required on the project, all portions of Section 2-03 shall apply as though a subgrade trimmer were specified. If sufficient acceptable native soils, as determined by the Engineer, are not available to complete construction of the roadway embankment, Gravel Borrow meeting the requirements of Section 9-03.14 of the Standard Specifications, shall be used. 2-03.4 Measurement Section 2-03.4 is supplemented with the following: (******) At the discretion of the Engineer, roadway excavation, borrow excavation, and unsuitable foundation excavation - by the cubic yard (adjusted for swell) may be measured by truck in the hauling vehicle at the point of loading. The Contractor shall provide truck tickets for each load removed. Each ticket shall have the truck number, time and date, and be approved by the Engineer. 2-03.5 Payment Section 2-03.5 is revised with the following: (******) Payment for embankment compaction will not be made as a separate item. All costs for embankment compaction shall be included in other bid items involved. Payment will be made for the following bid items when they are included in the proposal: “Roadway Excavation Including Haul,” per cubic yard “Removal and Replacement of Unsuitable Foundation Material,” per ton “Gravel Borrow Including Haul,” per ton “Roadway Excavation Including Haul” shall be considered incidental and part of the bid item(s) provided for the installation of the utility mains and appurtenances. When the Engineer orders excavation below subgrade, then payment will be in accordance with the item “Removal and Replacement of Unsuitable Foundation Material”. In this case, all items of Work other than roadway excavation shall be paid at unit contract prices. The unit contract price per cubic yard for “Roadway Excavation Including Haul” shall be full pay for excavating, loading, placing, or otherwise disposing of the material. The unit contract price per ton for “Removal and Replacement of Unsuitable Foundation Material” shall be full pay for excavating, loading, and disposing of the material. Payment for embankment compaction will not be made as a separate item. All costs for embankment compaction shall be included in other bid items involved. AGENDA ITEM #6. o) 11/4/2020 106 2-04 HAUL 2-04.5 Payment Delete Section 2-04.5 and replace with the following: (******) All costs for the hauling of material to, from, or on the job site shall be considered incidental to and included in the unit price of other units of Work . 2-06 SUBGRADE PREPARATION 2-06.5 Measurement and Payment Section 2-06.5 is supplemented with the following: (******) Subgrade preparation and maintenance including watering shall be considered as incidental to the construction and all costs thereof shall be included in the appropriate unit or lump sum contract bid prices. 2-09 STRUCTURE EXCAVATION 2-09.1 Description Section 2-09.1 is supplemented with the following: (******) This Work also includes the excavation, haul, and disposal of all unsuitable materials such as peat, muck, swampy or unsuitable materials, including buried logs and stumps. 2-09.3(1)D Disposal of Excavated Material Section 2-09.3(1)D is revised with the following: (******) The second paragraph is deleted and replaced with: All costs for disposing of excavated material within or external to the project limits shall be included in the unit contract price for structure excavation, Class A or B. The third paragraph is deleted and replaced with: If the Contract includes structure excavation, Class A or B, including haul, the unit contract price shall include all costs for loading and hauling the material the full required distance, otherwise all such disposal costs shall be considered incidental to the Work . 2-09.4 Measurement The ninth paragraph of Section 2-09.4 is deleted and replaced with the following: (******) Gravel backfill. Gravel backfill, except when used as bedding for culvert, storm sewer, sanitary sewer, manholes, and catch basins, will be measured by the cubic yard in place determined by the neat lines required by the Plans or by the ton as measured in conformance with Section 1-09.2. AGENDA ITEM #6. o) 11/4/2020 107 2-09.5 Payment Section 2-09.5 is revised and supplemented with the following: (******) Payment will be made for the following bid items when they are included in the proposal: “Structure Excavation Class A”, per cubic yard. “Structure Excavation Class B”, per cubic yard. “Structure Excavation Class A Incl. Haul”, per cubic yard. “Structure Excavation Class B Incl. Haul”, per cubic yard. Payment for reconstruction of surfacing and paving, within the limits of structure excavation, will be at the applicable unit prices for the items involved. If the Engineer orders the Contractor to excavate below the elevations shown in the Plans, the unit contract price per cubic yard for “Structure Excavation Class A or B” will apply. But if the Contractor excavates deeper than the Plans or the Engineer requires, the Contracting Agency will not pay for material removed from below the required elevations. In this case, the Contractor, at no expense to the Contracting Agency, shall replace such material with concrete or other material the Engineer approves. The unit contract price per cubic yard for the bid items listed as 1 through 4 above shall be full pay for all labor, materials, tools, equipment, and pumping, or shall be included in the unit bid price of other items of Work if "Structure Excavation" or "Structure Excavation Incl Haul" are not listed as pay items in the Contract. “Shoring or Extra Excavation Class B”, per square foot. The unit contract price per square foot shall be full pay for all excavation, backfill, compaction, and other Work required when extra excavation is used in lieu of constructing shoring. If select backfill material is required for backfilling within the limits of the structure excavation, it shall also be required as backfill material for the extra excavation at the Contractor’s expense. Any excavation or backfill material being paid by unit price shall be calculated by the Engineer only for the neat line measurement of the excavation and shall not include the extra excavation beyond the neat line. If there is no bid item for shoring or extra excavation Class B on a square foot basis and the nature of the excavation is such that shoring or extra excavation is required as determined by the Engineer, then shoring or extra excavation shall be considered incidental to the Work involved and no further compensation shall be made. “Gravel Backfill (Kind) for (Type of Excavation)”, per cubic yard or per ton. When gravel backfill is paid by the ton, the Contractor shall take care to assure to the satisfaction of the Engineer that such per ton backfill is only being used for the specified purpose and not for purposes where backfill is incidental or being paid by cubic yard. Evidence that per ton gravel backfill is not being used for its designated purpose shall be grounds for the Engineer to deny payment for such load tickets. “Controlled Density Fill”, per cubic yard. AGENDA ITEM #6. o) 11/4/2020 108 5-04 HOT MIX ASPHALT (March 5, 2018 APWA GSP) Delete this Section in its entirety and replace it with the following: (******) 5-04.1 Description This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications. The Contractor shall maintain the existing street surface contours (e.g. street profile and cross section, etc.), unless otherwise directed by the Engineer. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic additives, chemical additives, and foaming. HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture. See Appendix A for the Summary of Quantities that lists the streets to receive an overlay, the paving limits and the thickness of HMA. All HMA to be placed in this contract shall be HMA CL. ½” PG 64-22. 5-04.2 Materials Materials shall meet the requirements of the following sections: Asphalt Binder 9-02.1(4) Cationic Emulsified Asphalt 9-02.1(6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Aggregates 9-03.8 Recycled Asphalt Pavement 9-03.8(3)B Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Portland Cement 9-01 Sand 9-03.1(2) (As noted in 5-04.3(5)C for crack sealing) Joint Sealant 9-04.2 Foam Backer Rod 9-04.2(3)A The Contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be required to furnish such materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler. The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The RAP may be from pavements removed under the Contract, if any, or pavement material from an existing stockpile. AGENDA ITEM #6. o) 11/4/2020 109 The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every 1,000 tons produced and not less than ten samples per project. The asphalt content and gradation test data shall be reported to the Contracting Agency when submitting the mix design for approval on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these Specifications. The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted. The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for approval the process that is proposed and how it will be used in the manufacture of HMA. Production of aggregates shall comply with the requirements of Section 3-01. Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02. 5-04.2(1) How to Get an HMA Mix Design on the QPL If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), please follow the WSDOT process outlined as follows: Comply with each of the following: • Develop the mix design in accordance with WSDOT SOP 732. • Develop a mix design that complies with Sections 9-03.8(2) and 9-03.8(6). • Develop a mix design no more than 6 months prior to submitting it for QPL evaluation. • Submit mix designs to the WSDOT State Materials Laboratory in Tumwater, including WSDOT Form 350-042. • Include representative samples of the materials that are to be used in the HMA production as part of the mix design submittal. • Identify the brand, type, and percentage of anti-stripping additive in the mix design submittal. • Include with the mix design submittal a certification from the asphalt binder supplier that the anti-stripping additive is compatible with the crude source and the formulation of asphalt binder proposed for use in the mix design. • Do not include warm mix asphalt (WMA) additives when developing a mix design or submitting a mix design for QPL evaluation. The use of warm mix asphalt (WMA) additives is not part of the process for obtaining approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. 5-04.2(1)A Vacant 5-04.2(2) Mix Design – Obtaining Project Approval No paving shall begin prior to the approval of the mix design by the Engineer. AGENDA ITEM #6. o) 11/4/2020 110 Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, pre-level, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of non-statistical evaluation. Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; • The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix design verification certifications listed below. • The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp & signature) of a valid licensed Washington State Professional Engineer. • The Mix Design Report for the proposed HMA mix design developed by a qualified City or County laboratory that is within one year of the approval date.** ** The mix design report shall be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC’s) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO: resource proficiency sample program. Mix designs for HMA accepted by Non-statistical evaluation shall; • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and 9-03.8(6). • Have anti-strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from previous WSDOT lab testing. At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from the original verification date with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. Commercial Evaluation. Approval of a mix design for “Commercial Evaluation” will be based on a review of the Contractor’s submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or from one of the processes allowed by this section. Testing of the HMA by the Contracting Agency for mix design approval is not required. For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of Equivalent Single Axle Loads (ESAL’s) appropriate for the required use. AGENDA ITEM #6. o) 11/4/2020 111 5-04.2(2)B Using Warm Mix Asphalt Processes The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming processes. The use of Additives is subject to the following: • Do not use additives that reduce the mixing temperature more than allowed in Section 5-04.3(6) in the production of mixtures. • Before using additives, obtain the Engineer’s approval using WSDOT Form 350-076 to describe the proposed additive and process. 5-04.3 Construction Requirements 5-04.3(1) Weather Limitations Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31st of the following year without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified below, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Minimum Surface Temperature for Paving Compacted Thickness (Feet) Wearing Course Other Courses Less than 0.10 55◦F 45◦F 0.10 to .20 45◦F 35◦F More than 0.20 35◦F 35◦F 5-04.3(2) Paving Under Traffic When the Roadway being paved is open to traffic, the requirements of this Section shall apply. The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum time required to place and compact the mixture. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before closing an intersection, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8-23. All costs in connection with performing the Work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit Contract prices for the various Bid items involved in the Contract. AGENDA ITEM #6. o) 11/4/2020 112 5-04.3(3) Equipment 5-04.3(3)A Mixing Plant Plants used for the preparation of HMA shall conform to the following requirements: 1. Equipment for Preparation of Asphalt Binder – Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2. Thermometric Equipment – An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator. 3. Heating of Asphalt Binder – The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. 4. Sampling and Testing of Mineral Materials – The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall provide for the setup and operation of the field testing facilities of the Contracting Agency as provided for in Section 3-01.2(2). 5. Sampling HMA – The HMA plant shall provide for sampling HMA by one of the following methods: a. A mechanical sampling device attached to the HMA plant. b. Platforms or devices to enable sampling from the hauling vehicle without entering the hauling vehicle. 5-04.3(3)B Hauling Equipment Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 45°F or when time from loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA. The contractor shall provide an environmentally benign means to prevent the HMA mixture from adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the AGENDA ITEM #6. o) 11/4/2020 113 characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation during the process of applying the release agent. 5-04.3(3)C Pavers HMA pavers shall be self-contained, power-propelled units, provided with an internally heated vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans. listed in the Summary of Quantities located in Appendix A. The HMA paver shall be in good condition and shall have the most current equipment available from the manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in working order. The equipment certification shall list the make, model, and year of the paver and any equipment that has been retrofitted. The screed shall be operated in accordance with the manufacturer’s recommendations and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. A copy of the manufacturer’s recommendations shall be provided upon request by the Contracting Agency. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. Extensions without augers and an internally heated vibratory screed shall not be used in the Traveled Way. When specified in the Contract or directed by the Engineer, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer’s approval, unless otherwise required by the contract. A MTD/V is not required for this contract. AGENDA ITEM #6. o) 11/4/2020 114 Where an MTD/V is required by the contract, the Engineer may approve paving without an MTD/V, at the request of the Contractor. The Engineer will determine if an equitable adjustment in cost or time is due. When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Engineer. To be approved for use, an MTV: 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not be connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. To be approved for use, an MTD: 1. Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5-04.3(3)E Rollers Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer’s recommendations. When ordered by the Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer’s recommendation for the use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in compliance with the requirements of Section 5-04.3(1). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results shall not be used. 5-04.3(4) Preparation of Existing Paved Surfaces When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be approved by the Engineer. AGENDA ITEM #6. o) 11/4/2020 115 Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA. The surface of the patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved by the Engineer. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of tack coat shall be applied to all joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor’s operation damages the tack coat it shall be repaired prior to placement of the HMA. The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1 and CSS-1h emulsified asphalt may be diluted once with water at a rate not to exceed one part water to one part emulsified asphalt. The tack coat shall have sufficient temperature such that it may be applied uniformly at the specified rate of application and shall not exceed the maximum temperature recommended by the emulsified asphalt manufacturer. All utility appurtenances (e.g. manhole covers, valve covers, etc.) located within the paving limits shall be coated with a biodegradable soap to prevent the tack coat and HMA from sticking to them. Diesel shall not be used for this purpose. After application of the biodegradable soap, all catch basins shall be covered to prevent tack and HMA from entering into them. 5-04.3(4)A Crack Sealing 5-04.3(4)A1 General When the Proposal includes a pay item for crack sealing, seal all cracks ¼ inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. AGENDA ITEM #6. o) 11/4/2020 116 The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2 percent portland cement, water (if required), and the remainder clean Class 1 or 2 fine aggregate per section 9-03.1(2). The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of Section 1-06 will not apply to the portland cement and sand used in the sand slurry. In areas where HMA will be placed, use sand slurry to fill the cracks. In areas where HMA will not be placed, fill the cracks as follows: 1. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width – fill with sand slurry. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer’s recommendations. Furnish a Type 1 Working Drawing of the manufacturer’s product information and recommendations to the Engineer prior to the start of work, including the manufacturer’s recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor’s method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5-04.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5-04.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: a. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant. b. Cracks greater than 1 inch in width – fill with sand slurry. 5-04.3(4)B Vacant 5-04.3(4)C Pavement Repair The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. The Contractor shall conduct the excavation operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor’s operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift, unless approved by the Engineer. Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width AGENDA ITEM #6. o) 11/4/2020 117 of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will become the property of the Contractor and shall be disposed of in a Contractor-provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21. Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area. Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer. Each lift shall be thoroughly compacted by a mechanical tamper or a roller. 5-04.3(5) Producing/Stockpiling Aggregates and RAP Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. Sufficient storage space shall be provided for each size of aggregate and RAP. Materials shall be removed from stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 5-04.3(5)A Vacant 5-04.3(6) Mixing After the required amount of mineral materials, asphalt binder, recycling agent and anti-stripping additives have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 25°F as shown on the reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the AGENDA ITEM #6. o) 11/4/2020 118 recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, and RAP is ensured. 5-04.3(7) Spreading and Finishing The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not exceed the following: HMA Class 1” 0.35 feet HMA Class ¾” and HMA Class ½” wearing course 0.30 feet other courses 0.35 feet HMA Class ⅜” 0.15 feet On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, the material produced for each JMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF. All cast off rock from raking shall be removed prior to compaction of final HMA lift. 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncompacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the option of the Engineer. 5-04.3(9) HMA Mixture Acceptance Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is specified. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary pavement, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. AGENDA ITEM #6. o) 11/4/2020 119 The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Engineer and may be made in accordance with this section. HMA Tolerances and Adjustments 1. Job Mix Formula Tolerances – The constituents of the mixture at the time of acceptance shall conform to the following tolerances: Aggregate Percent Passing Non-Statistical Evaluation Commercial Evaluation 1”, ¾”, ½”, and 3/8” sieves +/- 6% +/- 8% No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. and 5.5% max N/A These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit for aggregate shall not exceed the limits of the control points, except the tolerance limits for sieves designated as 100 percent passing will be 99-100. 2. Job Mix Formula Adjustments – An adjustment to the aggregate gradation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts listed below. a. Aggregates – 2 percent for the aggregate passing the 1½ʺ, 1ʺ, ¾ʺ, ½ʺ, ⅜ʺ, and the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). b. Asphalt Binder Content – The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent 5-04.3(9)A Vacant 5-04.3(9)B Vacant 5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting Agency by dividing the HMA tonnage into lots. 5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200 tons. AGENDA ITEM #6. o) 11/4/2020 120 All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that material conforming to the Specifications can be produced. Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot. 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASHTO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. If used in a structural application, at least one of the three samples shall be tested. Sampling and testing HMA in a structural application where quantities are less than 400 tons is at the discretion of the Engineer. For HMA used in a structural application with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the JMF: • If the test results are found to be within specification requirements, additional testing will be at the Engineer’s discretion. • If test results are found not to be within specification requirements, additional testing of the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. 5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing Testing of HMA for compliance of Va will at the option of the Contracting Agency. If tested, compliance of Va will use WSDOT SOP 731. Testing of HMA for compliance of Va will not be performed by the Contracting Agency for this contract. Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11. 5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will determine a Composite Pay Factor (CPF) using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor “f” All aggregate passing: 1½ʺ, 1ʺ, ¾ʺ, ½ʺ, ⅜ʺ and No.4 sieves 2 All aggregate passing No. 8 sieve 15 AGENDA ITEM #6. o) 11/4/2020 121 Table of Price Adjustment Factors Constituent Factor “f” All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) (where applicable) 20 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the Roadway shall be tested to provide a minimum of three sets of results for evaluation. 5-04.3(9)C5 Vacant 5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The total job mix compliance price adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7 calendar days after the specific test results have been received. A split of the original acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be used for the acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $500 per sample. 5-04.3 (9)D Mixture Acceptance – Commercial Evaluation If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup AGENDA ITEM #6. o) 11/4/2020 122 samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 5-04.3(10) HMA Compaction Acceptance HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with Section 1-06.2, using a minimum of 92 percent of the maximum density. The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The specified level of density attained will be determined by the evaluation of the density of the pavement. The density of the pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to determine density. Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge or roadway cores after completion of the finish rolling. If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to traffic. Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. If the Contract includes the Bid item “Roadway Core” the cores shall be obtained by the Contractor in the presence of the Engineer on the same day the mix is placed and at locations designated by the Engineer. If the Contract does not include the Bid item “Roadway Core” the Contracting Agency will obtain the cores. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that material conforming to the Specifications can be produced. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production AGENDA ITEM #6. o) 11/4/2020 123 or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. Test Results For a sublot that has been tested with a nuclear density gauge that did not meet the minimum of 92 percent of the reference maximum density in a compaction lot with a CPF below 1.00 and thus subject to a price reduction or rejection, the Contractor may request that a core be used for determination of the relative density of the sublot. The relative density of the core will replace the relative density determined by the nuclear density gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the sublot have been provided or made available to the Contractor. Core locations shall be outside of wheel paths and as determined by the Engineer. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will be deducted from any monies due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. 5-04.3(10)A HMA Compaction – General Compaction Requirements Compaction shall take place when the mixture is in the proper condition so that no undue displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that shall be immediately compacted to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor’s option, provided the specified densities are attained. Unless the Engineer has approved otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks. 5-04.3(10)B HMA Compaction – Cyclic Density Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer’s discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density AGENDA ITEM #6. o) 11/4/2020 124 Price Adjustment will be assessed for any 500-foot section with two or more density readings below 90 percent of the theoretical maximum density. 5-04.3(10)C Vacant 5-04.3(10)D HMA Nonstatistical Compaction 5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing performed by the Contracting Agency dividing the project into compaction lots. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance, with a maximum of 15 sublots per lot; the final lot for a mix design may be increased to 25 sublots. Sublots will be uniform in size with a maximum sublot size based on original Plan quantity tons of HMA as specified in the table below. The sublot locations within each density lot will be determined by the Engineer. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA Original Plan Quantity (tons) Sublot Size (tons) <20,000 100 20,000 to 30,000 150 >30,000 200 HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance Testing The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from within each sublot, with one test per sublot. 5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments For each compaction lot with one or two sublots, having all sublots attain a relative density that is 92 percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 92 percent of the reference maximum density, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either AGENDA ITEM #6. o) 11/4/2020 125 a nuclear moisture-density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will be determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit Contract price per ton of mix. 5-04.3(11) Reject Work 5-04.3(11)A Reject Work General Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has been rejected is subject to the requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to the Engineer for approval. 5-04.3(11)B Rejection by Contractor The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material. Any such new material will be sampled, tested, and evaluated for acceptance. 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of Roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the nonstatistical acceptance Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. 5-04.3(11)D Rejection - A Partial Sublot In addition to the random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location. A minimum of three random samples of the suspect material will be obtained and tested. The material will then be statistically evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)E Rejection - An Entire Sublot AGENDA ITEM #6. o) 11/4/2020 126 An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a minimum of two additional random samples from this sublot will be obtained. These additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)F Rejection - A Lot in Progress The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced: 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor is taking no corrective action, or 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(12) Joints 5-04.3(12)A HMA Joints 5-04.3(12)A1 Transverse Joints The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed and the roller may pass over the unprotected end of the freshly laid mixture only when the placement of the course must be discontinued for such a length of time that the mixture will cool below compaction temperature. When the Work is resumed, the previously compacted mixture shall be cut back to produce a slightly beveled edge for the full thickness of the course. A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or other methods approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving. The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping irons shall be used to seal the joint. All transverse (butt) joints between new and existing asphalt shall be milled to the full overlay depth as listed on the Summary of Quantities located in Appendix A. All transverse (butt) joints shall be sealed after paving. See Section 5-04.3(17) for requirements. 5-04.3(12)A2 Longitudinal Joints The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise AGENDA ITEM #6. o) 11/4/2020 127 approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or more than ½ of the compacted lift thickness and then taper down on a slope not steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. 5-04.3(12)B Bridge Paving Joint Seals 5-04.3(12)B1 HMA Sawcut and Seal Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint seals to be placed at the bridge ends, and at interior joints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the overlay. Submit a Type 1 Working Drawing consisting of the sealant manufacturer’s application procedure. Construct the bridge paving joint seal as specified ion the Plans and in accordance with the detail shown in the Standard Plans. Construct the sawcut in accordance with the detail shown in the Standard Plan. Construct the sawcut in accordance with Section 5-05.3(8)B and the manufacturer’s application procedure. 5-04.3(12)B2 Paved Panel Joint Seal Construct the paved panel joint seal in accordance with the requirements specified in Section 5-04.3(12)B1 and the following requirement: 1. Clean and seal the existing joint between concrete panels in accordance with Section 5-01.3(8) and the details shown in the Standard Plans. 5-04.3(13) Surface Smoothness The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than ⅛ inch ¼ inch from the lower edge of a 10-foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than ¼ inch in 10 feet from the rate of transverse slope shown in the Plans. of the existing street surface. When deviations in excess of the above tolerances are found that result from a high place in the HMA, the pavement surface shall be corrected by one of the following methods: 1. Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer. Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. AGENDA ITEM #6. o) 11/4/2020 128 When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may be waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment details provided in the project plan or specifications call for utility appurtenance adjustments after the completion of paving. For this contract, utility appurtenances shall be adjusted to final grade after paving, unless otherwise directed by the Engineer. See Section 5-04.3(20) for requirements. Utility appurtenance adjustment discussions will be included in the Pre-Paving planning planing (5-04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start of paving. 5-04.3(14) Planing (Milling) Bituminous Pavement The planning planing plan must be approved by the Engineer and a pre planning planing meeting must be held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planning planing submittals. Prior to planing operations, existing induction loop vehicle detectors shall be disconnected. Induction loop vehicle detectors shall be removed during planing operations. The planing operation on any street and/or street segment shall not precede the HMA paving operation by more than three (3) calendar days, unless otherwise allowed by the Engineer. Locations of existing surfacing to be planed are as shown in the Drawings. Refer to the Summary of Quantities in Appendix A for the list of streets and/or street segments to be planed in this contract. The depth of planing shall match the thickness of HMA to be placed, as listed on the Summary of Quantities. Where planing an existing pavement is specified in the Contract, the Contractor must remove existing surfacing material and to reshape the surface to remove irregularities. The finished product must be a prepared surface acceptable for receiving an HMA overlay. Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the planer on the final wearing course of new HMA. Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface must be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair any damage to the surface by the Contractor’s planing equipment, using an Engineer approved method. Repair or replace any metal castings and other surface improvements damaged by planing, as determined by the Engineer. AGENDA ITEM #6. o) 11/4/2020 129 A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4 inches of curb reveal after placement and compaction of the final wearing course. The dimensions of the wedge must be as shown on the Drawings or as specified by the Engineer. A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2 inches or more in height, producing a smooth transition to the existing adjoining pavement. After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract or as directed by the Engineer, patched and preleveled. before opening planed areas to traffic. The Contractor shall provide for safe vehicular travel over existing utility appurtenances during and after planing operations. For utility appurtenances not lowered prior to planing operations, the Contractor shall place temporary fillets of HMA, with a minimum slope of 4H:1V, around all exposed utility appurtenances if any vehicular traffic will be permitted to travel through the work area prior to paving. The HMA used for this purpose shall be considered an incidental use of HMA as described in Section 5-04.3(18). The Contractor shall provide for safe vehicular travel over driveway entrances during and after planing operations. If the depth of exposed curb or drop off exceeds two (2) inches at a driveway and paving is not occur in the same work shift, the Contractor shall place temporary fillets of HMA along the driveway to provide a transition with a minimum slope of 4H:1V. The HMA used for this purpose shall be considered incidental use of HMA as described in Section 5-04.3(18). The Engineer may direct additional depth planing. Before performing this additional depth planing, the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5-04.3(14)A. 5-04.3(14)A Pre-Planing Metal Detection Check Before starting planing of pavements, and before any additional depth planing required by the Engineer, the Contractor must conduct a physical survey of existing pavement to be planed with equipment that can identify hidden metal objects. Should such metal be identified, promptly notify the Engineer. See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden in pavement. The Contractor is solely responsible for any damage to equipment resulting from the Contractor’s failure to conduct a pre-planing metal detection survey, or from the Contractor’s failure to notify the Engineer of any hidden metal that is detected. 5-04.3(14)B Paving and Planing Under Traffic AGENDA ITEM #6. o) 11/4/2020 130 5-04.3(14)B1 General In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following: 1. Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each individual intersection closure or partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-10.2(2). b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. c. Should closure of the intersection in its entirety be necessary, and no trolley service is impacted, keep such closure to the minimum time required to place and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. d. Any work in an intersection requires advance warning in both signage and a number of Working Days advance notice as determined by the Engineer, to alert traffic and emergency services of the intersection closure or partial closure. e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. 2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 8-23. 3. Permanent pavement marking must comply with Section 8-22. 5-04.3(14)B2 Submittals – Planing Plan and HMA Paving Plan The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at least 5 Working Days in advance of each operation’s activity start date. These plans must show how the moving operation and traffic control are coordinated, as they will be discussed at the pre-planing briefing and pre-paving briefing. When requested by the Engineer, the Contractor must provide each operation’s traffic control plan on 24 x 36 inch 11 x 17 inch or larger size Shop Drawings with a scale showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet 100 feet, which may be changed if the Engineer agrees sufficient detail is shown. The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. AGENDA ITEM #6. o) 11/4/2020 131 When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where peace officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the planing and the paving plan must include: 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day’s traffic control as it relates to the specific requirements of that day’s planing and paving. Briefly describe the sequencing of traffic control consistent with the proposed planing and paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each day’s planing, and paving. 2. A copy of each intersection’s traffic control plan. 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving. 6. List of personnel and associated job classification assigned to each piece of paving equipment. 7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, and intended area of planing and of paving for each day’s work, must include the directions of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed notifications and coordinations to be timely made. The plan must show HMA joints relative to the final pavement marking lane lines. 8. Names, job titles, and contact information for field, office, and plant supervisory personnel. 9. A copy of the approved Mix Designs. 10. Tonnage of HMA to be placed each day. 11. Approximate times and days for starting and ending daily operations. 5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled by the Engineer for future paving and planing operations to ensure the Contractor has adequately prepared for notifying and coordinating as required in the Contract, the Contractor must be prepared to discuss that day’s operations as they relate to other entities and to public safety and convenience, including driveway and business access, garbage truck operations, Metro transit operations and working around energized overhead wires, school and nursing home and hospital and other accesses, other contractors who may be operating in the area, pedestrian and bicycle traffic, and emergency services. The Contractor, and Subcontractors that may be part of that day’s operations, must meet with the Engineer and discuss the proposed operation as it relates to the submitted planing plan and paving plan, approved traffic control plan, and public convenience and safety. Such discussion includes, but is not limited to: 1. General for both Paving Plan and for Planing Plan: a. The actual times of starting and ending daily operations. b. In intersections, how to break up the intersection, and address traffic control and signalization for that operation, including use of peace officers. AGENDA ITEM #6. o) 11/4/2020 132 c. The sequencing and scheduling of paving operations and of planing operations, as applicable, as it relates to traffic control, to public convenience and safety, and to other contractors who may operate in the Project Site. d. Notifications required of Contractor activities, and coordinating with other entities and the public as necessary. e. Description of the sequencing of installation and types of temporary pavement markings as it relates to planning planing and to paving. f. Description of the sequencing of installation of, and the removal of, temporary pavement patch material around exposed castings and as may be needed g. Description of procedures and equipment to identify hidden metal in the pavement, such as survey monumentation, monitoring wells, street car rail, and castings, before planning planing, see Section 5-04.3(14)B2. h. Description of how flaggers will be coordinated with the planing, paving, and related operations. i. Description of sequencing of traffic controls for the process of rigid pavement base repairs. j. Other items the Engineer deems necessary to address. 2. Paving – additional topics: a. When to start applying tack and coordinating with paving. b. Types of equipment and numbers of each type equipment to be used. If more pieces of equipment than personnel are proposed, describe the sequencing of the personnel operating the types of equipment. Discuss the continuance of operator personnel for each type equipment as it relates to meeting Specification requirements. c. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF is being placed at the time, and how pavers and MTVs are cleaned so that one JMF does not adversely influence the other JMF. d. Description of contingency plans for that day’s operations such as equipment breakdown, rain out, and Supplier shutdown of operations. e. Number of sublots to be placed, sequencing of density testing, and other sampling and testing. 5-04.3(15) Sealing Pavement Surfaces Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. 5-04.3(16) HMA Road Approaches HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Engineer. The Work shall be performed in accordance with Section 5-04. 5-04.3(17) Construction Joint Sealing Transverse Joints - Joints between new and existing asphalt shall be sealed within five (5) calendar days after final rolling of the final lift of HMA. The seal shall be CSS-1 emulsified asphalt. The emulsified asphalt shall be placed in a way to be smooth and flush with roadway surface with minimal overbanding. This work is considered incidental to the bid item “HMA CL. ½” PG 64-22”. 5-04.3(18) Incidental Uses for HMA Incidental uses for HMA shall consist of restoration and adjustment to paved areas and other such uses as directed by the Engineer. For example, a thickened edge may be required for some streets AGENDA ITEM #6. o) 11/4/2020 133 and/or street segment(s). Incidental uses for HMA shall be measured and paid under the “HMA CL. ½” PG 64-22” bid item for the overlay related HMA and “HMA for Pavement Repair CL ½” PG 64-22” bid item for full depth spot repair related HMA. 5-04.3(19) Edge of Pavement Alignment Where curb and gutter do not exist, the Contractor shall maintain a ± 2 inches per 100 linear feet tolerance for the edge of pavement. The Contractor may establish a reference line as a guide at their discretion or as directed by the Engineer. This work is considered incidental to the bid item “HMA CL. ½” PG 64-22”. 5-04.3(20) Adjusting Utility Covers and Monument Cases to Final Grade The following section only applies to existing utility covers and monument cases covered by HMA. The work shall be completed after the final rolling of the final lift of HMA. The work consists of locating and marking these features and then adjusting them final grade. The Contractor shall locate all utility covers and monument cases covered by HMA immediately after paving operations are complete for a street and/or street segment. Each location shall be marked with paint and identify the type of buried feature. The Contractor shall completely expose all water valve boxes and gas valves for access within five (5) calendar days after final rolling of the final lift of HMA. The Contractor shall adjust the following features to final grade per the requirements listed below. Manholes – Refer to Renton Standard Plan 106 included in Appendix C. Water Valve Boxes – Refer to Renton Standard Plan 330.1 in Appendix C. Gas Valves – Same as Water Valve Boxes. Monument Cases – Refer to Renton Standard Plan 113 in Appendix C. J-boxes, Electrical Vaults, Communications Vaults – These features shall not to be covered with HMA. 5-04.3(21) Temporary Pavement Marking The furnishing and installing of temporary pavement marking shall be as described in Section 8-23. For this contract, all temporary pavement marking is considered short duration. 5-04.4 Measurement HMA Cl. ___ PG ___, HMA for ___ Cl. ___ PG ___, and Commercial HMA will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the mixture. If the Contractor elects to remove and replace mix as allowed by Section 5-04.3(11), the material removed will not be measured. Roadway cores will be measured per each for the number of cores taken. Preparation of untreated roadway will be measured by the mile once along the centerline of the main line Roadway. No additional measurement will be made for ramps, Auxiliary Lanes, service roads, Frontage Roads, or Shoulders. Measurement will be to the nearest 0.01 mile. AGENDA ITEM #6. o) 11/4/2020 134 Soil residual herbicide will be measured by the mile for the stated width to the nearest 0.01 mile or by the square yard, whichever is designated in the Proposal. Pavement repair excavation will be measured by the square yard of surface marked prior to excavation. Asphalt for prime coat will be measured by the ton in accordance with Section 1-09.2. Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton, whichever is designated in the Proposal. Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4. Longitudinal joint seals between the HMA and cement concrete pavement will be measured by the linear foot along the line and slope of the completed joint seal. Planing bituminous pavement will be measured by the square yard. Planing bituminous pavement to a 2 inch depth will be measured by the square yard. Planing bituminous pavement to a 4 inch depth will be measured by the square yard. Temporary pavement marking will be measured by the linear foot as provided in Section 8-23.4. Water will be measured by the M gallon as provided in Section 2-07.4. Adjust Manhole Cover will be measured per each. Adjust Water Valve Box will be measured per each. Adjust Gas Valve will be measured per each. Adjust Monument Case will be measured per each. 5-04.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: “HMA Cl. ___ PG ___”, per ton. “HMA for Approach Cl. ___ PG ___”, per ton. “HMA for Preleveling Cl. ___ PG ___”, per ton. “HMA for Pavement Repair Cl. ___ PG ___”, per ton. “Commercial HMA”, per ton. AGENDA ITEM #6. o) 11/4/2020 135 The unit Contract price per ton for “HMA Cl. ___ PG ___”, “HMA for Approach Cl. ___ PG ___”, “HMA for Preleveling Cl. ___ PG ___”, “HMA for Pavement Repair Cl. ___ PG ___”, and “Commercial HMA” shall be full compensation for all costs, including anti-stripping additive, incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are included in this Subsection and which are included in the Proposal. “Preparation of Untreated Roadway”, per mile. The unit Contract price per mile for “Preparation of Untreated Roadway” shall be full pay for all Work described under 5-04.3(4), with the exception, however, that all costs involved in patching the Roadway prior to placement of HMA shall be included in the unit Contract price per ton for “HMA Cl. ___ PG ___” which was used for patching. If the Proposal does not include a Bid item for “Preparation of Untreated Roadway”, the Roadway shall be prepared as specified, but the Work shall be included in the Contract prices of the other items of Work. “Preparation of Existing Paved Surfaces”, per mile. The unit Contract Price for “Preparation of Existing Paved Surfaces” shall be full pay for all Work described under Section 5-04.3(4) with the exception, however, that all costs involved in patching the Roadway prior to placement of HMA shall be included in the unit Contract price per ton for “HMA Cl. ___ PG ___” which was used for patching. If the Proposal does not include a Bid item for “Preparation of Existing Paved Surfaces”, the Roadway shall be prepared as specified, but the Work shall be included in the Contract prices of the other items of Work. “Crack Sealing”, by force account. “Crack Sealing” will be paid for by force account as specified in Section 1-09.6. For the purpose of providing a common Proposal for all Bidders, the Contracting Agency has entered an amount in the Proposal to become a part of the total Bid by the Contractor. “Pavement Repair Excavation Incl. Haul”, per square yard. The unit Contract price per square yard for “Pavement Repair Excavation Incl. Haul” shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(4) with the exception, however, that all costs involved in the placement of HMA shall be included in the unit Contract price per ton for “HMA for Pavement Repair Cl. ___ PG ___”, per ton. “Asphalt for Prime Coat”, per ton. The unit Contract price per ton for “Asphalt for Prime Coat” shall be full payment for all costs incurred to obtain, provide and install the material in accordance with Section 5-04.3(4). “Prime Coat Agg.”, per cubic yard, or per ton. The unit Contract price per cubic yard or per ton for “Prime Coat Agg.” shall be full pay for furnishing, loading, and hauling aggregate to the place of deposit and spreading the aggregate in the quantities required by the Engineer. AGENDA ITEM #6. o) 11/4/2020 136 “Asphalt for Fog Seal”, per ton. Payment for “Asphalt for Fog Seal” is described in Section 5-02.5. “Longitudinal Joint Seal”, per linear foot. The unit Contract price per linear foot for “Longitudinal Joint Seal” shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(12). “Planing Bituminous Pavement”, per square yard. “Planing Bituminous Pavement – 2 inch depth”, per square yard. “Planing Bituminous Pavement – 4 inch depth”, per square yard. The unit Contract price per square yard for “Planing Bituminous Pavement”, “Planing Bituminous Pavement – 2 inch depth”, “Planing Bituminous Pavement – 4 inch depth” shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(14). “Temporary Pavement Marking”, per linear foot. Payment for “Temporary Pavement Marking” is described in Section 8-23.5. “Water”, per M gallon. Payment fo r “Water” is described in Section 2-07.5. “Job Mix Compliance Price Adjustment”, by calculation. “Job Mix Compliance Price Adjustment” will be calculated and paid for as described in Section 5-04.3(9)C6. “Compaction Price Adjustment”, by calculation. “Compaction Price Adjustment” will be calculated and paid for as described in Section 5-04.3(10)D3. “Roadway Core”, per each. The Contractor’s costs for all other Work associated with the coring (e.g., traffic control) shall be incidental and included within the unit Bid price per each and no additional payments will be made. “Cyclic Density Price Adjustment”, by calculation. “Cyclic Density Price Adjustment” will be calculated and paid for as described in Section 5-04.3(10)B. “Adjust Manhole Cover”, per each. “Adjust Water Valve Box”, per each. AGENDA ITEM #6. o) 11/4/2020 137 “Adjust Gas Valve”, per each. “Adjust Monument Case”, per each. The unit Contract price per each for “Adjust Manhole Cover”, “Adjust Water Valve Box”, “Adjust Gas Valve”, “Adjust Monument Case” shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(20). 5-06 TEMPORARY RESTORATION IN PAVEMENT AREA Section 5-06 is new Section with subsections: (******) 5-06.1 Description Pavement areas that have been removed by construction activities must be restored by the Contractor prior to the end of each working period. Within paved streets, driveways or sidewalks, the Contractor may use temporary pavement to allow vehicular/pedestrian traffic to travel over the construction areas. Temporary pavement shall be placed around trench plates or others devices used to cover construction activities in a manner that provides a smooth and safe transition between surfaces. 5-06.2 Materials The asphalt pavement for temporary patches shall be 2” of a hot mix or cold mix asphalt composition determined by the Contractor to provide a product suitable for the intended application. The Contractor shall not use materials that are a safety or health hazard. Temporary pavement material that does not form a consolidated surface after compaction shall be considered unsuitable and shall be removed from the site. Unsuitable temporary pavement shall be disposed of offsite. 5-06.3 Construction Requirements The Contractor shall maintain temporary asphalt patches to the satisfaction of the governing road agency and the Engineer until said patch is replaced with permanent hot patch. The completed temporary pavement shall be free from ridges, ruts, bumps, depressions, objectionable marks, or other irregularities. The permanent hot mix asphalt patch shall be placed and sealed within 30 calendar days. The Contractor shall immediately repair, patch, or remove any temporary pavement that does not provide a flat transition between existing pavement areas. All temporary asphalt pavement shall be removed from the site by the end of the project and shall not be used as permanent asphalt pavement or subgrade material. AGENDA ITEM #6. o) 11/4/2020 138 7-01 DRAINS 7-01.2 Materials The second paragraph of Section 7-01.2 is revised with the following: (******) Drain pipes may be concrete, zinc coated (galvanized) corrugated iron with Asphalt Treatment I, aluminum coated (aluminized) corrugated iron with Asphalt Treatment I, zinc coated (galvanized) steel with Asphalt Treatment I, corrugated aluminum alloy, polyvinyl chloride (PVC), corrugated polyethylene (PE), or corrugated polypropylene (PP) at the option of the Contractor unless the Plans specify the type to be used. 7-01.3 Construction Requirements 7-01.3(1) Drain Pipe Section 7-01.3(1) is revised with the following: (******) PVC drainpipe shall be jointed with a bell and spigot joint using a flexible elastomeric seal as described in Section 9-04.8. The bell shall be laid upstream. PE or ABS drainpipe shall be jointed with snap-on, screw-on, or wraparound coupling bands as recommended by the manufacturer of the tubing. 7-01.3(2) Underdrain Pipe The second paragraph is revised with the following: PVC under drain pipe shall be jointed using either the flexible elastomeric seal as described in Section 9-04.8 or solvent cement as described in Section 9-04.9, at the option of the Contractor unless otherwise specified in the Plans. The bell shall be laid upstream. PE or ABS drainage tubing under drain pipe shall be jointed with snap-on, screw-on, or wraparound coupling bands, as recommended by the manufacturer of the tubing. 7-01.4 Measurement Section 7-01.4 is supplemented with the following: (******) When the Contract does not include "Structure Excavation Class B" or "Structure Excavation Class B Including Haul" as a pay item all costs associated with these items shall be included in other contract pay items. 7-02 CULVERTS 7-02.2 Materials The second paragraph of Section 7-02.2 is revised and supplemented with the following: (******) Where steel or aluminum are referred to in this section in regard to a kind of culvert pipe, pipe arch, or end sections, it shall be understood that steel is zinc coated (galvanized) with Asphalt Treatment I or aluminum coated (aluminized) corrugated iron or steel, and aluminum is corrugated aluminum alloy as specified in Sections 9-05.4 and 9-05.5. Where plain or reinforced concrete, steel, or aluminum are referred to in Section 7-02 it shall be understood that reference is also made to PVC. AGENDA ITEM #6. o) 11/4/2020 139 7-04 STORM SEWERS 7-04.2 Materials The first paragraph of Section 7-04.2 is deleted in its entirety and replaced with the following: (******) Unless a pipe material is specifically called out on the Plans, materials shall meet the following requirements. Size Pipe Material Allowed Specification 6-12” Polypropylene Storm Sewer Pipe Ductile Iron Pipe Corrugated Polyethylene Storm Sewer Pipe (CPEP) 9-05.24(2) 9-05-13 9-05.20 Where bends are specifically called out on the plans, they shall be of the same material and manufacturer as the main pipe and meet the manufacturer’s recommendations. The second paragraph of Section 7-04.2 is supplemented with the following: (******) The Contractor shall require pipe suppliers to furnish certificates signed by their authorized representative, stating the specifications to which the materials or products were manufactured. The Contractor shall provide 2 copies of these certifications to the Engineer for approval. Certificates showing nonconformance with the Contract shall be sufficient evidence for rejection. Approval of certificates shall be considered only as tentative acceptance of the materials and products, and such action by Engineer will not relieve Contractor of his/her responsibility to perform field tests and to replace or repair faulty materials, equipment, and/or workmanship and Contractor’s own expense. Section 7-04.2 is supplemented with the following: (******) Dense foam shall meet 9-05.52 of these Special Provisions. 7-04.3 Construction Requirements 7-04.3(1) Cleaning and Testing Section 7-04.3(1) is supplemented with the following: (******) Before testing begins and in adequate time to obtain approval through submittal process, prepare and submit test plan for approval by Engineer. Include testing procedures, methods, equipment, and tentative schedule. Obtain advance written approval for any deviations from Drawings and Specifications. Repair, correct, and retest sections of pipe which fail to meet specified requirements when tested. Perform testing as work progresses. Schedule testing so that no more than 1000 linear feet of installed pipeline remains untested at one time. Perform testing under observation of Engineer or Inspector. AGENDA ITEM #6. o) 11/4/2020 140 Schedule testing during no rain. Plug the lower end of the pipe if needed to test pipe. At the request of the Engineer, all pipe larger than 30-inch diameter shall have joints individually tested for Joint Tightness. Prior to final backfill, all joints shall be individually tested using low-pressure air per ASTM C1103. For the installation of any flexible pipe larger than 30-inches in diameter, the Contractor shall retain the services of a pipe manufacturer representative, knowledgeable in the installation methods and practices for the specific pipe product used on this project, as well as on the installation practices for flexible pipelines in general. The manufacturer’s representative shall be present full time on site during the construction of the first 300 feet of pipe installation, and part-time, as required, thereafter until the entire pipeline installation is complete. The manufacturer’s representative shall observe pipe foundation, pipe installation, placement and compaction of pipe zone bedding and backfill, and testing procedures. The manufacturer’s representative shall notify Engineer and Contractor of any non-conforming installation, identifying the manufacturer recommended corrective action(s), within 24 hours of such occurrence. At the request of the Engineer, all flexible pipe shall be tested for maximum pipe deflection by pulling a rigid mandrel through the entire (i.e., 100%) flexible pipe length installed. Maximum deflection shall not exceed 5%. Mandrel testing shall conform to ASTM D3034, and be performed no sooner than 30 days after backfilling and prior to final acceptance testing of the segment. Submit test results to the Engineer. 1. Rigid mandrel shall have outside diameter (O.D.) equal to 95 percent of inside diameter (I.D.) of pipe. Inside diameter of pipe, for purpose of determining outside diameter of mandrel, shall be average outside diameter minus two minimum wall thicknesses for O.D. controlled pipe and average inside diameter for I.D. controlled pipe, dimensions shall be per appropriate standard. Statistical or other "tolerance packages" shall not be considered in mandrel sizing. 2. Rigid mandrel shall be constructed of metal or rigid plastic material that can withstand 200 psi without being deformed. Mandrel shall have nine or more "runners" or "legs" as long as total number of legs is odd number. Barrel section of mandrel shall have length of at least 75 percent of inside diameter of pipe. Rigid mandrel shall not have adjustable or collapsible legs which would allow reduction in mandrel diameter during testing. Provide and use proving ring for modifying each size mandrel. 3. Furnish "proving ring" with each mandrel. Fabricate ring of 1/2-inch-thick, 3-inch-wide bar steel to diameter 0.02 inches larger than approved mandrel diameter. 4. If a rigid mandrel is not available, the Contractor may substitute a round steel bar meeting #3 above. “Testing Storm Sewer Pipe” shall be incidental to and included in storm sewer pipe bid items. 7-04.3(1)G Abandon Existing Storm Sewer Pipes Section 7-04.3(1)G is a new section: (******) Where it is shown on the plans that existing storm sewer pipe is to be abandoned by filling with grout, all abandonment of storm drain lines shall conform to Section 7-17.3(2)I. AGENDA ITEM #6. o) 11/4/2020 141 7-04.3(2) CCTV Inspection Section 7-04.3(2)is a new added section: (******) All storm drain main lines constructed as part of this project shall be inspected by the use of closed-circuit television (CCTV) before substantial completion. The costs incurred in making the inspection shall be paid for under “CCTV Inspection”. All CCTV inspections for storm drain lines shall conform to Section 7-17.3(2)H. 7-04.3(3) Direct Pipe Connections Section 7-04.3(3) is a new added section as follows: (******) Direct Pipe Tee Connections: Direct pipe tee connections for use in gravity-flow sewer and storm drainage direct connections to pipe shall be Inserta Tee service connections, as manufactured by Inserta Tee and shall meet ASTM F2946 and consist of a PVC hub, rubber sleeve, and stainless steel band. Connection shall be a compression fit into the cored wall of a mainline pipe. Hub shall be made from heavy-duty PVC material. Stainless steel clamping assembly shall be of SS #301 for the band and housing and SS #305 for screws. Rubber sleeve and gasket, when applicable, shall meet the requirements of ASTM F477. Gaskets shall be installed by the manufacturer. A water-based solution provided by the manufacturer shall be used during assembly. Inserta Tee product shall provide a water connection according to the requirements of ASTM D3212. Field Pipe and Joint Performance: To assure water tightness, field performance verification may be accomplished by testing in accordance with ASTM F2487, ASTM F1417 or ASTM C1103. Appropriate safety precautions must be used when field-testing any pipe material. Contact the manufacturer for recommended leakage rates. Installation: Installation shall be accordance with the manufacturer’s recommended installation guidelines. Backfill around the Inserta Tee service connection shall be, at a minimum, of the same material type and compaction level as specified for the mainline pipe installation. 7-05 MANHOLES, INLETS, AND CATCH BASINS 7-05.3 Construction Requirements Section 7-05.3 is supplemented with the following: (******) All manholes shall be in accordance with City of Renton Standard Plans. Connection to manholes or catch basins for storm sewer pipe less than 24-inch shall be “Kor-n-Seal” boot or approved equal. Sanitary sewer pipe to sanitary sewer manhole connections shall be “Kor-n-Seal” boot or approved equal. AGENDA ITEM #6. o) 11/4/2020 142 7-05.3(1) Adjusting Manholes and Catch Basins to Grade Section 7-05.3(1) is replaced with the following: (******) Where shown in the Plans or where directed by the Engineer, the existing manholes, catch basins, or inlets shall be adjusted to the grade as staked or otherwise designated by the Engineer. The existing cast iron ring and cover on manholes and the catch basin frame and grate shall first be removed and thoroughly cleaned for reinstalling at the new elevation. From that point, the existing structure shall be raised or lowered to the required elevation. The Contractor shall construct manholes so as to provide adjustment space for setting cover and casting to a finished grade as shown on the Construction Plans. Manhole ring and covers shall be adjusted to the finished elevations per Standard Plan 106 prior to final acceptance of the Work. Manholes in unimproved areas shall be adjusted to 6” above grade. In unpaved streets: manholes, catch basins, and similar structures in areas to be surfaced with crushed rock or gravel shall be constructed to a point approximately eight inches below the subgrade and covered with a temporary wood cover. Existing manholes shall be cut off and covered in a similar manner. The Contractor shall carefully reference each manhole so that they may be easily found upon completion of the street Work. After placing the gravel or crushed stone surfacing, the manholes and manhole castings shall be constructed to the finished grade of the roadway surface. Excavation necessary for bringing manholes to grade shall center about the manhole and be held to the minimum area necessary. At the completion of the manhole adjustment, the void around the manhole shall be backfilled with materials which result in the section required on the typical roadway section, and be thoroughly compacted. In cement concrete pavement: manholes, catch basins, and similar structures shall be constructed and adjusted in the same manner as outlined above except that the final adjustment shall be made and cast iron frame be set after forms have been placed and checked. In placing the concrete pavement, extreme care shall be taken not to alter the position of the casting in any way. In asphalt concrete pavement: manholes shall not be adjusted until the pavement is completed, at which time the center of each manhole shall be carefully relocated from references previously established by the Contractor. The manhole shall then be brought to proper grade utilizing the same methods of construction as for the manhole itself. The cast iron frame shall be placed on the concrete grade rings and mortar. The complete patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be carefully painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. Adjustment of inlets: The final alignment and grade of cast iron frames for new and old inlets to be adjusted to grade will be established from the forms or adjacent pavement surfaces. The final adjustment of the top of the inlet will be performed in similar manner to the above for manholes. On asphalt concrete paving projects using curb and gutter section, that portion of the cast iron frame not embedded in the gutter section shall be solidly embedded in asphalt also. The existing concrete pavement and edge of the casting shall be painted with hot asphalt cement. Adjustments in the inlet structure shall be constructed in the same manner and of the same material as that required for new inlets. AGENDA ITEM #6. o) 11/4/2020 143 Monument cast iron frame and cover: monument castings shall be adjusted to grade in the same manner as for manholes. Valve box castings: adjustments of valve box castings shall be made in the same manner as for manholes. 7-05.3(3) Connections to Existing Manholes Section 7-05.3(3) is supplemented by adding the following: (******) Where shown on the Plans, new drain pipes shall be connected to existing line, catch basin, curb inlets and/or manholes. The Contractor shall be required to core drill into the structure, shape the new pipe to fit and re-grout the opening in a workmanlike manner. Where directed by the Engineer or where shown on the Plans, additional structure channeling will be required. Connections to existing sanitary sewer manholes shall be core drilled. Couplings shall be equal to “Kor-n-Seal” boots. Existing sanitary sewer manholes shall be cleaned, repaired, and re-channeled as necessary to match the new pipe configuration and as shown on the Construction Plans. A "connection to existing" item will be allowed at any connection of a new line to an existing structure. No "connection to existing" will be accepted at the location of new installation, relocation and adjustment of line manholes, catch basins, or curb inlets. The unit bid price per each shall be full compensation for all labor, materials and equipment required. 7-05.3(5) Manhole Coatings Section 7-05.3(5) is an added new section: (******) All interior surfaces of new precast concrete sanitary sewer manholes shall be shop coated in accordance with 9-08.8. Coating shall be applied in accordance with manufacturer’s recommendations in a controlled environment before arriving on site. Field application of interior coating will not be accepted. Coating Material: High Solids Urethane Surfaces: Concrete Surface Preparation: In accordance with SSPC SP-7 (Sweep of brush off blast) Application: Shop The drying time between coats shall not exceed 24 hours in any case System Thickness: 3.0-4.0 mils dry film Coatings: Primer: One coat of Wasser MC-Shieldcoat 100 (1.5.0-2.0 mils DFT) Finish: Two or more coats of Wasser MC-Shieldcoat 100 (min. 1.5-2.0 mils DFT) Color: White AGENDA ITEM #6. o) 11/4/2020 144 7-06 TRENCH DRAINS (NEW SECTION) Section 7-06 is a new section. (******) 7-06.1 Description This Work consists of the construction of new trench drain in accordance with the plans and specifications. 7-06.2 Materials Trench drain shall be Polydrain PDX 15” wide, or acceptable equal. Trench drain and supporting concrete shall be designed for HS20 loading. Grate shall be either Model #603 or #606 as determined by the City. Submittals: A. Shop Drawings: Show a schematic plan of the total drainage system including fabrication details. Shop drawing shall indicate the number and type of each pre-sloped channels and non pre-sloped channels. B. Product Data: Manufacturer's catalog sheets, specifications, and installation instructions for each item specified. C. Samples: Section of trench drain and grate (minimum 6-inch length) D. Product Data: 1. Concrete Design Mix: Submit proposed concrete design mix together with name and location of batching plant at least 28 days prior to the start of concrete work. 2. Portland Cement: Brand and Manufacturer’s name. 3. Air-entraining Admixture: Brand and manufacturer’s name. 4. Water-reducing or High Range Water-reducing Admixture: Brand and manufacturer’s name. 5. Curing and Anti-Spalling Compound: Manufacturer’s specifications and application instructions. 7-06.3 Construction Requirements Cement concrete shall be constructed with air entrained concrete Class 4000 confirming to the requirements of Section 6-02. Applicable requirements for concrete curbs and gutters in Section 8-4.2 shall apply. Trench drain shall be installed per manufacturer’s recommendations and product installation procedures. AGENDA ITEM #6. o) 11/4/2020 145 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.3 Construction Requirements 7-08.3(1)A Trenches Section 7-08.3(1)A is supplemented with the following: (******) Trench Excavation Incl. Haul includes the trench excavation for the storm sewer, sanitary sewer, and water main construction in accordance with the trench limits outlined on the plan drawings. All trench excavated materials shall be disposed of off-site at an approved Contractor-provided disposal site. Excavation outside the excavation limits shown on the plan drawings shall be at no additional expense to the City. Contaminated Trench Excavation includes the trench excavation of materials characterized as contaminated based on sampling results for the storm sewer, sanitary sewer, and water main construction and in accordance with the trench limits outlined on the plan drawings. This excavated soil shall be managed in accordance with applicable state and federal regulations outlined in the Contract Documents. Handling and disposal of materials shall adhere to all transportation requirements, receive pre-approval from a disposal facility, manifesting, and record keeping, etc., as outlined in the Contractor’s Contaminated Soil and Groundwater Handling and Management Plan . Excavations will require a shoring system to limit the volume of excavation. Excavation outside the trench limits shown on the plan drawings shall be at no additional expense to the City. 7-08.3(1)C Bedding the Pipe Section 7-08.3(1)C is supplemented with the following: (******) Bedding material shall meet the requirements of Gravel backfill for Pipe Zone Bedding in accordance with Standard Specification Section 9-03.12(3).. Pipe bedding shall be considered incidental to the pipe and no further compensation shall be made. Pipe bedding material shall be placed to a depth of 6" over and 6" under the exterior walls of the pipe. Hand compaction of the pipe bedding materials under the pipe haunches shall be required. Pipe bedding should provide a firm uniform cradle for support of the pipes. Prior to installation of the pipe, the pipe bedding should be shaped to fit the lower part of the pipe exterior with reasonable closeness to provide uniform support along the pipe. Hand compaction shall be accomplished by using a suitable tamping tool to firmly tamp bedding material under the haunches of the pipe. Care shall be taken to avoid displacement of the pipe during the compaction effort. In areas where the subgrade soils in the trench excavation consist of fine-grained soils, such as silt/clay, or organic rich soils, the Engineer may direct the Contractor to use a geotextile separator fabric be placed over the native soils prior to placement of the pipe bedding. The geotextile shall meet the requirements of Section 9-33.2(1) Table 3 for Separation. Geotextile shall be paid for by other items. AGENDA ITEM #6. o) 11/4/2020 146 7-08.3(1)D Pipe Foundation Section 7-08.3(1)D is a new section: (******) Pipe foundation in poor soil: When soft or unstable material is encountered at the subgrade which, in the opinion of the Engineer, will not uniformly support the pipe, such material shall be excavated to an additional depth as required by the Engineer and backfilled with foundation gravel material placed in maximum 12-inch lifts. Foundation gravel shall conform to the requirements of Section 9-03.17 of the Standard Specifications. Corrections faulty grade: Excess excavation below grade shall be backfilled with foundation gravel as specified above and thoroughly compacted to the required grade line. 7-08.3(2)A Survey Line and Grade Section 7-08.3(2)A is replaced with: (******) Survey line and grade control shall be provided in accordance with Sections 1-05.4, 1-05.5 and 1-11 in a manner consistent with accepted practices. The Contractor shall transfer line and grade into the trench where they shall be carried by means of a laser beam. Any other procedure shall have the written approval of the Engineer. 7-08.3(2)B Pipe Laying – General Section 7-08.3(2)B is supplemented with the following: (******) Checking of the invert elevation of the pipe may be made by calculations from measurements on the top of the pipe, or by looking for ponding of 1/2" or less, which indicates a satisfactory condition. At manholes, when the downstream pipe(s) is of a larger size, pipe(s) shall be laid by matching the (eight-tenths) flow elevation, unless otherwise approved by the Engineer. All pipe, fittings, etc. shall be carefully handled and protected against damage, impact shocks, and free fall. All pipe handling equipment shall be acceptable to the Engineer. Pipe shall not be placed directly on rough ground but shall be supported in a manner, which will protect the pipe against injury whenever stored at the trench site or elsewhere. No pipe shall be installed where the lining or coating show defects that may be harmful as determined by the Engineer. Such damaged lining or coating shall be repaired, or a new undamaged pipe shall be furnished and installed. The Contractor shall inspect each pipe and fitting prior to installation to insure that there are not damaged portions of the pipe. Any defective, damaged, or unsound pipe shall be repaired or replaced. All foreign matter or dirt shall be removed from the interior of the pipe before lowering into position in the trench. Pipe shall be kept clean during and after laying. All openings in the pipeline shall be closed with watertight expandable type sewer plugs at the end of each day's operation, or whenever the pipe openings are left unattended. The use of burlap, wood, or other similar temporary plugs will not be permitted. Where necessary to raise or lower the pipe due to unforeseen obstructions or other causes, the Engineer may change the alignment and/or the grades. Except for short runs, which may be permitted by the Engineer, pipes shall be laid uphill on grades that exceed 10 percent. Pipe, which is laid on a AGENDA ITEM #6. o) 11/4/2020 147 downhill grade, shall be blocked and held in place until sufficient support is furnished by the following pipe to prevent movement. Unless otherwise required, all pipe shall be laid straight between the changes in alignment, and at uniform grade between changes in grade. For concrete pipes with elliptical reinforcement, the pipe shall be placed with the minor axis of the reinforcement in a vertical position. Immediately after the pipe joints have been made, proper gasket placement shall be checked with a feeler gage as approved by the pipe manufacturer to verify proper gasket placement. 7-08.3(2)E Rubber Gasketed Joints Section 7-08.3(2)E is supplemented with the following: (******) Care shall be taken by the Contractor to avoid over-inserting the pipe and damaging the pipe or joint system. Any damaged pipe shall be replaced by the Contractor at his expense. 7-08.3(2)H Sewer Line Connections Section 7-08.3(2)H is supplemented with the following: (******) All connections not occurring at a manhole or catch basin shall be done utilizing pre-manufactured tee connectors or pipe sections approved by the Engineer. Any other method or materials proposed for use in making connections shall be subject to approval by the Engineer. Unless otherwise approved by the Engineer, all connections of lateral sewers to existing mains shall be as follows: A. Vitrified Clay Main Cut in new PVC “Tee” using “Strong-Back” Flexible Couplings (Fernco or approved equal). B. Concrete Main Cut in new PVC “Tee” using “Strong-Back” Flexible Couplings (Fernco or approved equal). C. PVC & C900 PVC Main Core-drilled with Romac Saddle (or approved equal) or cut in new “Tee” using “Strong-Back” Flexible Couplings (Fernco or approved equal). D. Ductile Iron Main Core-drilled with Romac Saddle (or approved equal). E. Lined Sewer Main Connection to sewer mains that have been lined (CIPP, Etc.); cut in new “Tee” using “Strong-Back” Flexible Couplings (Fernco or approved equal). F. HDPE Core-Drilled with Romac Saddle. “Inserta-Tee” may be used on sewer mains 12” diameter or larger. Connections (unless booted connections have been provided for) to existing concrete manholes shall be per Section 7-05.3(3). 7-08.3(3)A Backfilling Pipe Trenches Section 7-08.3(3)A is a new section supplementing 7-08.3(3) (******) To the maximum extent available, suitable material obtained from trench or pond excavation shall be used for trench backfill. All material placed as trench backfill shall be free from rocks or stones larger AGENDA ITEM #6. o) 11/4/2020 148 than 6 inches in their greatest dimension, brush, stumps, logs, roots, debris, and organic or other deleterious materials. No stones or rock shall be placed in the upper three feet of trench backfill. Rock or stones within the allowable size limit incorporated in the remainder of fills shall be distributed so that they do not congregate or interfere with proper compaction. The existing soils shall not be reused as trench backfill unless otherwise required by the Engineer. Structural fill shall consist of Gravel Borrow, meeting the requirements of Section 9-03.14(1) of the Standard Specifications. It should be free of organics and other debris. The structural trench backfill should be moisture conditioned to within approximately 3 percent of optimum moisture content, placed in loose horizontal lifts less than 6 inches in thickness, and compacted to at least 95 percent of the maximum dry density (MDD) as determined by the Modified Proctor compaction test method ASTM D 1557. Trench backfill shall be densely compacted in a systematic manner using methods that consistently produce adequate compaction levels. During placement of the initial lifts, the trench backfill material shall not be bulldozed into the trench or dropped directly on the pipe. Heavy vibratory equipment shall not be permitted to operate directly over the pipe until a minimum of 2 feet of backfill has been placed over the pipe bedding. Contactor shall take special care to obtain good compaction up to the edges of the excavation as the shoring is removed. The Engineer may be on-site to collect soil samples and to test compaction. The Contractor shall provide site access at all times for compaction testing and sample collection. Areas of the trench which fail to meet the compaction requirements shall be removed and replaced and re-compacted at the Contractor’s expense. The Contractor shall be responsible for any settlement of backfill, sub-base, and pavement that may occur during the period stipulated in the Contract conditions. All repairs necessary due to settlement shall be made by the Contractor at his expense. Backfill in unimproved areas shall be compacted to at least 90 percent of maximum dry density as determined by the modified proctor compaction test, ASTM D1557. The Contractor shall be responsible for the disposal of any excess excavated material. Section 7-08.3(5) Temporary Stormwater Diversion Section 7-08.3(5) is an added new section (******) It shall be the Contractor’s responsibility to maintain operation of the existing storm sewer system throughout the duration of the project without any disruption of service until the new storm drain has been accepted by the City to receive stormwater flows, and connections are made between the existing and new storm based on scheduling approved by the Engineer. A temporary stormwater diversion shall be capable of bypassing at least the 2-year peak flow during construction. AGENDA ITEM #6. o) 11/4/2020 149 The Contractor shall submit proposed methods for providing the diversions to the Engineer for approval prior to construction. The diversions shall have the least impact on property owners and traffic flow through the site. The diversions shall be installed, operated, and maintained only when needed where the existing storm drain system must be demolished to allow construction of the new system. Where shown on the Plans, Contractor shall time work of bypasses during period of anticipated no or little rain. If bypass pumping is provided, it shall be scheduled for continuous operation with backup equipment available at all times for periods of maintenance and refueling or failure of the primary bypass pump(s) or diversion system. The Contractor shall submit a Temporary Stormwater Diversion Plan in accordance with Section 1-05. The Contractor’s plan shall be reviewed by the City before the plan is implemented. The review of the flow diversion plan shall, as well as the Contractor’s proposed size of the bypass, in no way relieve the Contractor of his responsibility to provide a bypass system that conveys encountered flows without property damage or damage to the project or construction area. As risk associated with sizing the bypass and impacts to construction is born by the Contractor. 7-08.4 Measurement Section 7-17.4 is supplemented with the following: (******) Measurement of “Bank Run Gravel for Trench Backfill Sewer” will be determined by the cubic yard in place, measured by the neat line dimensions shown in the Plans, or by the ton on truck tickets. 7-09 PIPE AND FITTINGS FOR WATER MAINS 7-09.3(15)A Ductile Iron Pipe Section 7-09.3(15) is deleted in its entirety and replaced with the following: (******) Long radius curves with radius of 400 feet or more, either horizontal or vertical, pipe may be laid with standard pipe lengths by deflecting the joints. If the pipe is shown curved on the Plans and no special fittings are shown, the Contractor can assume that the curves can be made by deflecting the joints with standard lengths of pipe. If shorter lengths are required, the Plans will indicate maximum lengths that can be used. The amount of deflection at each pipe joint when pipe is laid on a horizontal or vertical curve shall not exceed 50% of the manufacturer’s printed recommended deflections. The Contractor shall submit to the Engineer the pipe manufacturer's joint deflection recommendations prior to pipe installation indicating deflections are within allowable AWWA specification tolerances. Where field conditions require deflection or curves not anticipated by the Plans, the Engineer will determine the methods to be used. No additional payment will be made for laying pipe on curves as shown on the Plans, or for field changes involving standard lengths of pipe deflected at the joints. When special fittings not shown on the Plans are required to meet field conditions, additional payment will be made for special fittings as provided in Section 1-09.6. When rubber gasketed pipe is laid on a curve, the pipe shall be jointed in a straight alignment and then deflected to the curved alignment. Trenches shall be made wider on curves for this purpose. AGENDA ITEM #6. o) 11/4/2020 150 Where pipe installation on curves requires the use of special fittings, concrete blocking shall be used per Section 7-09.3(21). Where restrained joint pipe is installed on a curve, the Contractor shall submit the pipe manufacturer’s recommendations to the Engineer for approval. 7-09.3(15)B Polyvinyl Chloride (PVC) Pipe (4 inches and Over) Section 7-09.3(15)B is deleted in its entirety and replaced with the following: (******) Polyvinyl Chloride (PVC) Pipe shall not be used for water mains and appurtenances. 7-09.3(17) Laying Ductile Iron Pipe and Fittings with Polyethylene Encasement The title and text of section 7-09.3(17) has been revised with the following: (******) The Contractor shall lay ductile iron pipe with a polyethylene encasement. Pipe and polyethylene encasement shall be installed in accordance with AWWA C105. The polyethylene encasement shall also be installed on all appurtenances, such as pipe laterals, couplings, fittings, and valves, with 8-mil polyethylene plastic in accordance with Section 4-5 of ANSI 21.5 or AWWA C105. The polyethylene wrap shall be tube type and black color. Any damage that occurs to the wrap shall be repaired in accordance with ANSI/AWWA C105/A21.5-93. Installation of the polyethylene encasement shall be considered incidental to the installation of the pipe and no additional payment shall be allowed. 7-09.3(19)A Connections to Existing Mains Section 7-09.3(19) is revised to read as follows: (******) The Contractor shall not operate any valve on existing Water Main. The City of Renton Water Operations and Maintenance staff will make all connections to charged water mains and will operate all valves to accomplish shutdowns and subsequent reactivation. The draining of existing water mains will be done by City water maintenance staff. The Contractor shall provide pumping and disposal of the water from the draining of the existing water mains including de-chlorination of the water prior to disposal. Connections to the existing water main shall not be made without first making the necessary scheduling arrangements with the Engineer in advance. The Contractor shall request water main shut-offs for connections of new water mains to existing water mains at least ten (10) working days in advance for each connection. Approval of connections to existing water main is contingent on the Water Main and appurtenances being completely installed, tested, cleaned with polypig, disinfected and flushed per Contract requirements. City’s water operations and maintenance staff will notify in writing all water customers affected by the shut-offs of the water mains at least 48 hours in advance (not including weekends and holidays) of any water shut-offs. The Contractor may be required to perform the connection during times other than normal working hours. Water main shut-offs shall occur during non-holiday weekdays unless AGENDA ITEM #6. o) 11/4/2020 151 otherwise specified in the contract documents. Water main shut-offs shall not occur in the five (5) weekdays preceding or the day after the major holidays listed below: New Year’s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Christmas Day. Due to the needs of various water customers in the project vicinity, water shut-off periods are limited to the times set forth below: Days Hours Monday to Thursday 9:00 AM TO 3:00 PM Friday to Sunday DO NOT SCHEDULE The City of Renton’s Water Maintenance Manager, at his/her sole discretion, may adjust the above shut-off periods in order to address specific project circumstances and customer needs. No water main shutoffs affecting public schools will be allowed during scheduled school hours. The City reserves the right to re-schedule the connection if the work area is not ready at the scheduled time for the connection. Points of connection to existing water mains shall be exposed by hydro excavation or potholing prior to trenching of the new water mains. Before the installation of the new water mains, the Contractor shall field verify, in the presence of the Engineer, the actual location and depth of the existing water mains where new connections will be made to assure proper fit. Care shall be taken not to disturb existing thrust blocks and soil bearing areas. After excavation, the Contractor shall verify the dimensions, type, condition, and roundness of the exposed water main. The Contractor shall immediately notify the Engineer if the connection cannot be made as specified by the Contract Plans in order that the connection detail may be revised. When necessary, the profile shall be adjusted as directed by the Engineer to prevent abrupt changes in grade and alignment of the water main and connection. The Contractor shall provide all saw-cutting, removal and disposal of existing surface improvements, excavation, haul and disposal of unsuitable materials, shoring, de-watering, foundation material, at the connection areas before the scheduled time for the connection by the City. The Contractor shall provide all materials necessary for the City Water Maintenance personnel to install all connections to existing water mains as indicated on the contract plans, including fittings, couplings, pipe spools, shackle materials to complete the connections. The City Water Operations and Maintenance staff will: a) Deactivate and dewater the existing and new water main to perform the connections. The Contractor shall provide pumping and disposal of the water from the draining of the water mains including de-chlorination. b) Cut, remove and dispose pipe sections as necessary to install the new Materials with Contractor’s assistance c) Swab all connecting pipe and fittings with 5-6%chlorine solution d) Perform the connection work e) Reactivate and flush the Water Main AGENDA ITEM #6. o) 11/4/2020 152 The Contractor shall install the polywrap on all pipe and fittings at the connection points and installed concrete thrust blocks per Contract standard plans and specifications. In addition to those connections shown on the Plans, segments of a new Water Main may be placed in service prior to completion of the new Water Main. All connection between the charged and uncharged segments of the new Water Main, including connection to a new Tapping Tee and Valve will be done by the City of Renton Water Operations and Maintenance staff. Connections to existing water mains which include the cutting of the existing water main for the installation of new in-line tee and valves shall be done in two steps: Step 1: Cut-in of existing water main for installation of in-line tee, valves and appurtenances. The Contractor shall provide all materials necessary for the City Water Maintenance personnel to cut the existing water main as indicated on the contract plans for the installation of the in-line tee and valves, including but not limited to the required fittings, couplings, pipe spools, shackle materials to complete the cut-in. After the cut-in of the in-line tee and valves by City personnel, the Contractor shall provide and install concrete blocking and polyethylene encasement behind the tee and other fittings. A minimum 3-day curing period is for all concrete blockings before a connection can be made to the new water mains or new tapping valve. Step 2: Connection of new water main to the above cut-in tee and valves, or to a new tapping valve on existing water mains 7-09.3(21) Concrete Thrust Blocking and Dead-Man Block Section 7-09.3(21) is deleted in its entirety and replaced with the following: (******) Concrete thrust blocking shall be placed at bends, tees, dead ends, crosses and on other fittings in conformance to the City of Renton Standards Plans, latest revisions and Contract Plans. Concrete thrust collar and blocking and dead-man thrust blocking shall be installed at locations shown on the plans and shall be in conformance with the Standard Plans and contract Plans. Reinforcement steel shall be Grade 40 or better. Blocking shall be poured in place Ready-Mix Concrete Class 3000 with a minimum compressive strength at 28 days of 3,000 psi. Job site mixing, hand-mixed concrete and mobile concrete mixers are not allowed. All fittings to be blocked shall be wrapped with 8-mil polyethylene plastic. Concrete blocking shall bear against solid undisturbed earth at the sides and bottom of the trench excavation and shall be shaped and properly formed with plywood or other acceptable forming materials so as not to obstruct access to the joints of the pipe, bolts or fittings. The forms shall be removed prior to backfilling. Unacceptable concrete blocking shall be replaced at the Contractor’s expense. The Contractor shall provide the Engineer at least 1 Working Day advance notice before pouring concrete thrust blocking and 1 Working Day advance notice for inspection and approval of all concrete blocking prior to backfilling. AGENDA ITEM #6. o) 11/4/2020 153 7-09.3(23) Hydrostatic Pressure Test Section 7-09.3(23) is revised to read as follows: (******) Water main and appurtenances including service connections to the meter setter shall be tested in sections of convenient length under a hydrostatic pressure equal to 150 psi in excess of that under which they will operate or in no case shall the test pressure be less than 225 psi at the highest point on the water main. Pumps, gauges, plugs, saddles, corporation stops, miscellaneous hose and piping, and measuring equipment necessary for performing the test shall be furnished and operated by the Contractor. The Contractor shall obtain a hydrant meter permit from the City by completing a permit application and making the required security deposits. The Contractor shall use the City’s issued hydrant meter with an attached backflow prevention assembly to draw water from the City’ water system to fill the water mains for poly-pigging, testing, cleaning, disinfection and for subsequent flushing purposes. There will be a charge for the water used for filling, testing, cleaning and disinfection of the water mains. Sections to be tested shall normally be limited to 1,500 feet or less. The Engineer may require that the first section of pipe, not less than 1,000 feet in length, installed by each of the Contractor’s crews, be tested in order to qualify the crew and the materials. Pipe laying shall not be continued more than an additional 1,000 feet until the first section has been tested successfully. The pipeline shall be backfilled sufficiently to prevent movement of the pipe under pressure. Thrust blocks shall be in place and time allowed for the concrete to cure before testing. Where permanent blocking is not required, the Contractor shall furnish and install temporary blocking and remove it after testing. Before applying the specified test pressure, the water main shall be slowly filled and air shall be expelled completely from the pipe, valves and hydrants. If permanent air vents are not located at all high points, the contractor shall install corporation cocks at such points so that the air can be expelled as the line is filled with water. After all the air has been expelled, the corporation cocks shall be closed and the test pressure applied. At the conclusion of the pressure test, the corporation cocks shall be removed and plugged. The Contractor shall perform a leakage test concurrently with the pressure test. The pressure test shall be conducted for a 2-hour period. The test shall be accomplished by pumping the main up to the required pressure, stopping the pump for 2 hours, and then pumping the main up to the test pressure again. During the test, the section being tested shall be observed to detect any visible leakage. A clean container shall be used for holding water for pumping up pressure on the main being tested. This makeup water shall be sterilized by the addition of chlorine to a concentration of 50 mg/l. The acceptability of the pressure test and leakage test will be determined by two factors as follows: 1. The loss in pressure shall not exceed 5 psi during the 2-hour test period. 2. The quantity of water lost from the main and appurtenances shall not exceed the number of gallons during the 2-hour test period as listed in the following table. AGENDA ITEM #6. o) 11/4/2020 154 Allowable leakage in gallons per 1000 ft. of pipeline* for a 2-hour test period Nominal Pipe Diameter in inches Test Pressure in psi 4” 6" 8" 10" 12" 16" 20" 24" 400 0.60 0.90 1.20 1.50 1.80 2.40 3.00 3.60 375 0.58 0.87 1.16 1.45 1.74 2.33 2.91 3.49 350 0.56 0.84 1.12 1.40 1.69 2.25 2.81 3.37 275 0.50 0.75 1.00 1.24 1.49 1.99 2.49 2.99 250 0.47 0.71 0.95 1.19 1.42 1.90 2.37 2.85 225 0.45 0.68 0.90 1.13 1.35 1.80 2.25 2.70 200 0.42 0.64 0.85 1.06 1.28 1.70 2.12 2.55 *If the pipeline under test contains sections of various diameters, the allowable leakage will be the sum of the computed leakage for each size. For those diameters or pressures not listed, the formula below shall be used: The quantity of water lost from the main shall not exceed the number of gallons per hour as determined by the formula: L= SD√P__ 266,400 where: L = Allowable leakage in gallons/hour S = Gross length of pipe tested, feet D = Nominal diameter of the pipe in inches P = Test pressure during the leakage test in psi The quantity of water required to restore the pressure shall be accurately determined by either 1) pumping from an open container of suitable size such that accurate volume measurements can be made by the Engineer or, 2) by pumping through a positive displacement water meter with a sweep unit hand registering one (1) gallon per revolution. The meter shall be approved by the Engineer. Pressure gauges used in the test shall be accompanied with certifications of accuracy from a testing Laboratory approved by the Engineer. Any visible leakage detected shall be corrected by the Contractor regardless of the allowable leakage specified above. Should the tested section fail to meet the pressure test successfully as specified, the Contractor shall, at no additional expense to the Contracting Agency, locate and repair the defects and then retest the pipeline. All tests shall be made with the hydrant auxiliary gate valves open and pressure against the hydrant inlet valve. After the test is completed, each valve shall be tested by closing each in turn and relieving the pressure beyond. This test of the valve will be acceptable if there is no immediate loss of pressure on the gauge when the pressure comes against the valve being checked. The Contractor shall verify that the pressure differential across the valve does not exceed the rated working pressure of the valve. AGENDA ITEM #6. o) 11/4/2020 155 Prior to calling out the Engineer to witness the pressure test, the Contractor shall have all equipment set up completely ready for operation and shall have successfully performed the test to ensure that the pipe is in satisfactory condition. Defective materials or workmanship, discovered as a result of hydrostatic field test, shall be replaced by the Contractor at no additional expense to the Contracting Agency. Whenever it is necessary to replace defective material or correct the workmanship, the hydrostatic test shall be re-run at the Contractor’s expense until a satisfactory test is obtained. 7-09.3(24)A Flushing and "Poly-pigging" Section 7-09.3(24)A shall be revised and supplemented with the following: (******) Prior to disinfection and prior to final flushing of the Water Mains for bacteriological sampling and testing, all Water Mains shall first be poly-pigged to remove any solids or contaminated materials that may have entered or become lodged in the pipes during installation. The "Poly-pig" shall be light density foam (1-2 lbs/cubic-foot) with 90A durometer urethane rubber coating on the rear of the "Poly-pig" only. The "Poly-pig" shall be cylinder shaped with bullet nose or squared end. The “Poly-pigs” shall be inserted in the pipes and retrieved form the pipes through launching stations with vertical crosses and blow-off assemblies as shown and on the Contract Plans and Standard Plans. If the main cannot be poly-pigged, then a tap shall be provided large enough to develop a flow velocity of at least 2.5 fps in the water main. Taps required by the Contractor for temporary or permanent release of air, chlorination or flushing purposes shall be provided by the Contractor as part of the construction of water mains. The Contractor shall be responsible for disposal of treated water flushed from mains and shall neutralize the wastewater for protection of aquatic life in the receiving water before disposal into any natural drainage channel, i.e., receiving water, waters of the State, including wetlands. The Contractor shall be responsible for disposing of disinfecting solution to the satisfaction of the Contracting Agency and local authorities. At a minimum, chlorinated water shall be dechlorinated to a concentration of 0.1 parts per million (ppm) or less, and pH adjustment to within 6.5 – 8.5 standard units before discharging to surface waters of the State or to a storm sewer system that drains to surface waters of the State. If approved by the Engineer and by the local authority responsible for the sanitary sewer system, disposal of treated water from mains may be made to an available sanitary sewer, provided the rate of disposal will not overload the sewer. 7-09.3(24)D Dry Calcium Hypochlorite Section 7-09.3(24)D is deleted in its entirety and replaced with the following: (******) Dry calcium hypochlorite shall not be placed in the pipe as laid. AGENDA ITEM #6. o) 11/4/2020 156 7-09.3(24)K Retention Period Section 7-09.3(24)K is deleted in its entirety and replaced with the following: (******) Treated water shall be retained in the pipe at least 16 hours but no longer than 48 hours. After the retention period, the chlorine residual shall be tested at all pipe extremities and at other representative points and shall measure at least 10 mg/L. If a measurement of less than 10 mg/L is obtained repeat disinfection is required. 7-09.3(24)N Final Flushing and Testing Section 7-09.3(24)N is deleted in its entirety and replaced with the following: (******) Following chlorination, treated water shall be flushed from the newly-laid pipe until the replacement water throughout its length shows, upon test, the absence of chlorine. In the event chlorine is normally used in the source of supply, then the tests shall show a residual not in excess of that carried in the water supply system. A sample tap shall be located ahead of the flushing hose for convenience and for sanitary sampling. Before placing the lines into service, two satisfactory reports taken at least 15 minutes apart from each sampling point shall be received from the local or State Health Department or from a State accredited testing laboratory on samples collected from representative points in the new system. Samples will be collected and bacteriological tests obtained by the Engineer. At a minimum, chlorinated water shall be dechlorinated to a concentration of 0.1 parts per million (ppm) or less, and pH adjustment to within 6.5 to 8.5 standard units, if necessary, before discharging to surface waters of the State or to a storm sewer system that drains to surface waters of the State. 7-09.3(25) Joint Restraint Systems Section 7-09.3(25) is a new section: (******) General: Where shown in the Plans, in the Specifications or required by the Engineer, joint restraint system (shackle rods) shall be used. All joint restraint materials used shall be those manufactured by Star National Products, 1323 Holly Avenue, PO Box 258, Columbus Ohio 43216, unless an equal alternate is approved in writing by the Engineer. Materials: Steel types used shall be: High strength low-alloy steel (cor-ten), ASTM A242, heat-treated, superstar "SST" series. High strength low-alloy steel (cor-ten), ASTM A242, superstar "SS" series. Items to be galvanized are to meet the following requirements: ASTM A153 for galvanizing iron and steel hardware. ASTM A123 for galvanizing rolled, pressed and forged steel shapes. AGENDA ITEM #6. o) 11/4/2020 157 Joint restrainer system components: Tiebolt: ASTM A242, type 2, zinc plated or hot-dip galvanized. SST 7:5/8" for 2" and 3" mechanical joints, 3/4" for 4" to 12" mechanical joints, ASTM A325, type 3D, except tensile strength of full-body threaded section shall be increased to 40,000 lbs. minimum for 5/8" and 60,000 lbs. minimum for 3/4" by heat treating (quenching and tempering) to manufacturer’s reheat and hardness Specifications. SST 753: 3/4" for 14" to 24" mechanical joints. Same ASTM Specification as SST 7. SST 77: 3/4" same as SST 7, except 1" eye for 7/8" rod. Same ASTM Specification as SST 7. Tienut: Heavy hex nut for each tiebolt: SS8: 5/8" and 3/4", ASTM A563, grade C3, or zinc plated. S8: 5/8" and 3/4", ASTM A563, grade A, zinc plated or hot-dip galvanized. Tiecoupling: Used to extend continuous threaded rods and are provided with a center stop to aid installation, zinc plated or hot-dip galvanized. SS10: for 5/8" and 3/4" tierods, ASTM A563, grade C3. S10: for 5/8" and 3/4" tierods, ASTM A563, grade A. Tierod: Continuous threaded rod for cutting to desired lengths, zinc plated or hot-dip galvanized. SS12: 5/8" and 3/4" diameter, ASTM A242, type 2; ANSI B1.1. S12: 5/8" and 3/4" diameter, ASTM A36, A307. Tiewasher: Round flat washers, zinc plated or hot-dip galvanized. SS17: ASTM A242, F436. S17: ANSI B18.22.1. Installation: Install the joint restraint system in accordance with the manufacturer’s instructions so all joints are mechanically locked together to prevent joint separation. Tie-bolts shall be installed to pull against the mechanical joint body and not the MJ follower. Torque nuts at 75-90 foot pounds for 3/4" nuts. Install tie-couplings with both rods threaded equal distance into tie-couplings. Arrange tie-rods symmetrically around the pipe. Pipe Diameter Number of 3/4" Tie Rods Required 4” 2 6” 2 8” 2 10” 4 12” 4 14” 6 16” 6 18” 8 20 10 24” 12 Where a manufacturer’s mechanical joint valve or fitting is supplied with slots for "T" bolts instead of holes, a flanged valve with a flange by mechanical joint adapter shall be used instead, so as to provide adequate space for locating the tie-bolts. AGENDA ITEM #6. o) 11/4/2020 158 Where a continuous run of pipe is required to be restrained, no run of restrained pipe shall be greater than 60 feet in length between fittings. Insert long body solid sleeves as required on longer runs to keep tie-rod lengths to the 60 foot maximum. Pipe used in continuously restrained runs shall be mechanical joint pipe and tie-bolts shall be installed as rod guides at each joint. Where poly wrapping is required all tie-bolts, tie-nuts, tie-couplings, tie-rods, and tie-washers, shall be galvanized. All disturbed sections will be painted, to the Inspector ’s satisfaction, with Koppers Bitomastic No. 300-m, or approved equal. Where poly wrapping is not required all tie-bolts, tie-nuts, tie-couplings, tie-rods and tie-washers may be galvanized as specified in the preceding paragraph or plain and painted in the entirety with Koppers Bitumastic No. 800-m, or approved equal. Tie-bolts, tie-nuts, tie-couplings, tie-rods, and tie-washers shall be considered incidental to installation of the pipe and no additional payment shall be made. 7-09.4 Measurement Section 7-09.4 is revised with the following: (******) Measurement of bank run gravel for trench backfill will be by the cubic yard measured by the calculation of neat lines based on maximum trench width per Section 2-09.4 or by the ton, in accordance with Section 1-09. Measurement for payment of concrete thrust blocking and dead-man blocks will be per cubic-yard when these items are included as separate pay items. If not included as separate pay items in the contract, then thrust blocking and dead-man blocks shall be considered incidental to the installation of the water main and no further compensation shall be made. Measurement for payment for connections to existing water mains will be per each for each connection to existing water main(s) as shown on the Plans. 7-09.5 Payment Section 7-09.5 is revised and supplemented with the following: (******) "Furnish and Install ____Ductile Iron Water Main & Fittings”, per lineal foot. The unit contract price per linear foot for each size and kind of “Furnish and Install ____Ductile Iron Water Main & Fittings" shall be full pay for the bid item as described in Section 1-09.14. "Concrete Thrust Blocking and Dead-Man Anchor Blocks", per cubic yard. The unit contract price per cubic yard for "Concrete Concrete Thrust Blocking and Dead-Man Anchor Blocks " shall be full pay for the bid item as described in Section 1-09.14. "Connection to Existing Water Mains", per each. The unit contract price per each for “Connection to Existing Water Mains” shall be full pay for the bid item as described in Section 1-09.14. AGENDA ITEM #6. o) 11/4/2020 159 “Select Imported Trench Backfill”, per cubic yard or ton. The unit contract price per cubic yard or ton for “Select Imported Trench Backfill” shall be full pay for the bid item as described in Section 1-09.14. "Removal and Replacement of Unsuitable Foundation Material", per ton or cubic yard. The unit contract price per cubic yard or ton for "Removal and Replacement of Unsuitable Foundation Material" shall be full pay for the bid item as described in Section 1-09.14. 7-12 VALVES FOR WATER MAINS 7-12.3(1) Installation of Valve Marker Post Section 7-12.3(1) is deleted in its entirety and replaced with the following: (******) Where required, a valve marker post shall be furnished and installed with each valve. Valve marker posts shall be placed at the edge of the right-of-way opposite the valve and be set with 18 inches of the post exposed above grade. 7-12.3(2) Adjust Existing Valve Box to Grade Section 7-12.3(2) is a new section: (******) Valve boxes shall be adjusted to grade in the same manner as for manholes, as detailed in Section 7-05.3(1) and the City of Renton Standard Details. Valve box adjustments shall include, but not be limited to, the locations shown on the Plans. Existing roadway valve boxes shall be adjusted to conform to final finished grades. The final installation shall be made in accordance with the applicable portions of Section 7-12. In the event that the existing valve box is plugged or blocked with debris, the Contractor shall use whatever means necessary to remove such debris, leaving the valve installation in a fully operable condition. The valve box shall be set to an elevation tolerance of one-fourth inch (1/4") to one-half inch (1/2") below finished grade. 7-12.4 Measurement Section 7-12.4 is supplemented with the following: (******) Adjustment of existing valve boxes to grade shall be measured per each, if included as a separate pay item in the Contract; if not a separate pay item but required to complete the Work, then value box adjustment shall be considered incidental. Hydrant auxiliary gate valve will be included in the measurement for hydrant assembly and will not be included in this measurement item. AGENDA ITEM #6. o) 11/4/2020 160 7-12.5 Payment Section 7-12.5 is deleted in its entirety and replaced with the following: (******) "Furnish and Install ____-Inch Gate Valve Assembly”, per each. The unit contract price per each for "Furnish and Install ____-Inch Gate Valve Assembly" shall be full pay for the bid item as described in Section 1-09.14. "Air-Release/Air-Vacuum Valve Assembly," per each. The unit contract price per for air-release/air-vacuum valve assembly shall be for all, labor, equipment and material to complete the installation of the assembly including but not limited to, excavating, tapping the main, laying and jointing the pipe and fittings and appurtenances, backfilling, testing, flushing, and disinfection, meter box and cover, at location shown on the plans, and per the City of Renton Standard Details, latest revision. "Adjust Existing Valve Box to Grade (RC)," per each. The contract bid price for "Adjust Existing Valve Box to Grade" above shall be full compensation for all labor, material, tools and equipment necessary to satisfactorily complete the Work as defined in the Contract Documents, including all incidental Work. If not included as a separate pay item in the Contract, but required to complete other Work in the Contract, then adjustment of valve boxes shall be considered incidental to other items of Work and no further compensation shall be made. 7-14 HYDRANTS 7-14.3(1) Setting Hydrants Section 7-14.3(1) is deleted in its entirety and replaced with the following: (******) Where shown on the Plans, hydrants shall be installed in accordance with the Standard Plans and Contract specifications. A minimum 3-foot radius unobstructed working area shall be provided around all hydrants. The bottom surface of the breakaway flange shall be set 2-inches minimum and 7-inches maximum above the concrete shear block finished grade. For each hydrant requiring vertical adjustment, see Section 7-14.3(6). Fire hydrants shall be of such length as to be suitable for installation with connections to 6", 8" and 10" piping in trenches 3 - 1/2 feet deep unless otherwise specified. The hydrant shall be designed for a 4-1/2 foot burial where 12" and larger pipe is shown unless otherwise noted in the Plans. After installation hydrants shall be subjected to a hydrostatic test as specified in Section 7-09.3(23). The hydrant excavation shall be backfilled and compacted when installation and testing are complete and accepted by the Engineer. A concrete shear block as shown by the hydrant details on the Standard Plans shall be constructed for all hydrants. Construction, Materials, and finishing of the concrete shear block shall conform to AGENDA ITEM #6. o) 11/4/2020 161 Section 8-14, Cement Concrete Sidewalk. The shear block shall be set flush with the immediately surrounding finish grade. The Contractor shall flush, test and disinfect furnished hydrants and hydrant barrel extensions according to Section 7-14.3(6). Upon completion of the project, all fire hydrants shall be painted with two field coats of Kelly-Moore/Preservative paint No. 5780-563 DTM Acrylic Gloss Safety Yellow or approved equal. Any hydrants not in service shall be identified by covering with a burlap or plastic bag properly secured. Fire hydrant assembly shall include: main line cast-iron or ductile iron tee (MJ x FL), 6" gate valve (FL x MJ), 6" DI spool (PE x PE) up to 18 feet in length, 5-1/4" MVO fire hydrant (MJ connection), 4" x 5" Storz adapter with stainless steel cable, cast iron valve box, cover, valve operating nut extension, 2-3/4" Cor-Ten shackle rods and accessories, concrete blocks, shear block and blue pavement marker. 7-14.3(3) Resetting Existing Hydrants Section 7-14.3(3) is supplemented with the following: (******) All existing hydrants to be reset shall be rebuilt to the approval of the Engineer. All rubber gaskets shall be replaced with new gaskets of the type required for a new installation of the same type. Unless a specific bid item has been included in the Proposal/Contract Document, resetting existing hydrants shall be incidental to and included in the various bid items. 7-14.3(4) Moving Existing Hydrants Section 7-14.3(4) is supplemented with the following: (******) All existing hydrants to be moved shall be rebuilt to the approval of the Engineer. All rubber gaskets shall be replaced with new gaskets of the type required for a new installation of the same type. Unless a specific bid item has been included in the Proposal/Contract Document, resetting existing hydrants shall be incidental to and included in the various bid items. Unless a specific bid item has been included in the Proposal/Contract Document, resetting existing hydrants shall be incidental to and included in the various bid items. 7-14.3(7) Remove and Salvage Hydrant Section 7-14.3(7) is a new section: (******) Existing hydrants shall be removed where shown in the Plans. Removed hydrants shall be delivered to the City of Renton shops by the Contractor. The existing hydrant lateral tee shall be removed from the main. Unless a specific bid item has been included in the Proposal/Contract Document, resetting existing hydrants shall be incidental to and included in the various bid items. AGENDA ITEM #6. o) 11/4/2020 162 7-14.5 Payment Section 7-14.5 is revised with the following: (******) Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the proposal: “Furnish and Install Hydrant Assembly”, per each. The unit contract price per each for " Furnish and Install Hydrant Assembly”, shall be full pay for the bid item as described in Section 1-09.14. “Resetting Existing Hydrants”, per each. The unit contract price per each for “Resetting Existing Hydrant” shall be full pay for all Work to reset the existing hydrant, including rebuilding (or replacement with a new hydrant), shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made. Guard posts, shown on the Plans shall be incidental to the contract. “Moving Existing Hydrants”, per each. The unit contract price per each for “Moving Existing Hydrant” shall be full pay for all Work to move the existing hydrant, including new tee, rebuilding (or replacement with a new hydrant), shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made. Guard posts, shown on the Plans shall be incidental to the contract. 7-15 SERVICE CONNECTIONS 7-15.3 Construction Details Section 7-15.3 is supplemented with the following: (******) All pipe materials for new water service lines and for extension or replacement of existing water service lines shall be copper and lead free in accordance with the Federal Reduction of Lead in Drinking Water Act. Pipe materials for water service line installation for size 2-inch or less and connection to ductile iron water main shall be copper type “K” annealed tubing and seamless (ANSI H33.1). Ductile iron pipe Class 52 or stronger shall be direct-tapped with 1-inch corporation stops for 1-inch service lines. All meter setters for residential domestic use shall be 1-inch by 1-inch setters unless otherwise specified on the Contract Plans. For existing 3/4-inch meters, the Contractor shall furnish and install reducing couplings to adapt the 1-inch setter to the standard 3/4-inch domestic meter. AGENDA ITEM #6. o) 11/4/2020 163 Where installation of service lines is within existing paved streets, the service lines shall be installed by a trenchless percussion and impact method (hoe-hogging). If the trenchless percussion and impact method fails, regular open trench methods may be used. Where shown in the Plans, the Contractor shall: • Furnish and install new water service lines from the new water main to the new meter setters and new meter boxes near the existing meters • Furnish and install adaptors for the relocation of the existing water meters to the new meter setters and re-install the existing meters in the new meter setters • Connect the new meter setters to the customers’ private service lines • Restore disturbed areas to their approximate original condition as directed by the Engineer. 7-15.5 Payment Section 7-15.5 deleted in its entirety and replaced with the following: (******) Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: “Furnish and Install ____ In. Water Service Connection”, per each. The unit contract price per each for " Furnish and Install ____ In. Water Service Connection”, shall be full pay for the bid item as described in Section 1-09.14. 7-17 SANITARY SEWERS 7-17.2 Materials Section 7-17.2 is deleted in its entirety and replaced with the following: (******) Pipe Gravity sewer pipe shall be as specified herein and as shown on the Plans. The Contractor shall provide electronic copies of the pipe manufacturer’s technical literature and tables of dimensional tolerances to the Engineer. Any pipe found to have dimensional tolerances in excess of those prescribed or having defects, which prevent adequate joint seal or any other damage, shall be rejected. If requested by the Engineer, not less than three nor more than five lengths of pipe for each size, selected from stock by the Engineer, shall be tested as specified for maximum dimensional tolerance of the respective pipe. Materials shall meet the requirements of the following sections: Material for sewer pipe shall meet the requirements of Section 9-05.12 as modified in these special provisions or as specified on the project plans. (Specification to list acceptable materials and applicable specification for project). All pipe shall be clearly marked with type, class, and thickness. Lettering shall be legible and permanent under normal conditions of handling and storage. AGENDA ITEM #6. o) 11/4/2020 164 7-17.3 Construction Requirements 7-17.3(1) Protection of Existing Sewerage Facilities Section 7-17.3(1) is supplemented with the following: (******) When extending an existing sewer, the downstream system shall be protected from construction debris by placing a screen or trap in the first existing manhole downstream of the connection. It shall be the Contractor's responsibility to maintain this screen or trap during construction of the new sewer and then remove it once the new system is placed into service. The Contractor shall remove any construction debris that enters the existing downstream system as a result of his work at his expense. When the first manhole is set, its outlet shall be plugged until acceptance of the new construction by the Engineer. 7-17.3(2)H Television Inspection Section 7-17.3(2)H is supplemented with the following: (******) CCTV Inspection 1. All newly-installed and newly-rehabilitated (public and private) Sanitary Sewer and Storm Drain main lines shall be inspected by means of remote CCTV. CCTV inspections and reports shall be submitted to the City of Renton inspector assigned to the project prior to receiving approval to install project curbs, gutters and/or pavement. 2. The Contractor shall perform all CCTV inspections in accordance with the National Association of Sewer Service Companies (NASSCO) Pipeline Assessment Certification Program (PACP). 3. All CCTV operators shall have current NASSCO PACP certification. 4. CCTV inspections shall be recorded in a GraniteNet compatible format database using the latest software version and submitted with electronic links between the data and the video on an External HDD, DVD or Flash Drive. 5. All CCTV inspection reports shall be within +/- two (2) feet of the measured linear footage between manholes along the existing pipeline centerline from the start of pipe to end of pipe. 6. All Owner and PACP required header information must be fully and accurately entered on all CCTV reports. Work not following these specifications will be rejected and the Contractor shall be required to re-CCTV the work. 7. The documentation of the work shall consist of PACP CCTV Reports, PACP database, logs, electronic reports, etc. noting important features encountered during the inspection. The speed of travel shall be slow enough to inspect each pipe joint, tee connection, structural deterioration, infiltration and inflow sources, and deposits, but should not, at any time, be faster than 30 feet per minute, except as noted otherwise in this document. 8. The camera must be centered in the pipe to provide accurate distance measurements to provide locations of features in the sewer and these footage measurements shall be displayed and documented on the video. All PACP Observations shall be identified by audio and on a PACP log. All video must be continuously metered from manhole to manhole. All video recording shall be continuous from structure to structure with no “pausing” of the video recording during each pipeline inspection. The pipe shall be cleaned prior to the CCTV inspection to ensure all defects, features and observations are seen and logged. 9. Just prior to beginning the CCTV inspection, while the CCTV camera is in place and recording, water (containing dye) shall be introduced into the upstream manhole of each AGENDA ITEM #6. o) 11/4/2020 165 pipe segment until it is observed and recorded flowing past the camera’s field of vision in its entirety. 10. The CCTV camera shall have a water-level measuring device (ball, cylinder, etc.) attached that has ¼” markings to show the depth of water in the pipe during the CCTV inspection. 11. All manholes shall be channeled and coated prior to CCTV inspection. 12. Per City of Renton specification 7-08.3(2)B, sewer and storm drain pipeline shall have no more than ½” of ponding to be considered acceptable. 7-17.3(2)I Abandon Existing Sanitary Sewer Pipes Section 7-17.3(2)I is a new section: (******) Where it is shown on the plans that existing sanitary sewer pipe(s) is to be abandoned by filling with grout, both ends of the abandoned pipe and all lateral connections to the pipe shall be plugged with 3,000 psi cement concrete and the pipe shall be filled with cement-based grout. The grout mix design and method of installation shall be approved by the Engineer prior to beginning the operation (See Section 9-03.22 for Grout Mix requirements). 7-17.5 Payment Section 7-17.5 is revised and supplemented with the following: (******) Payment will be made in accordance with Section 1-04.19, for each of the bid items that are included in the proposal. The unit contract price per linear foot for “Testing Sewer Pipe” shall be full pay for all labor, material and equipment required to conduct the leakage tests required in Section 7-17.3(2). If no unit price for “Testing Sewer Pipe” is included it shall be considered incidental to the pipe items. 7-18 SIDE SEWERS 7-18.3(2) Fittings Section 7-18.3 is deleted in its entirety and replaced with the following: (******) Fittings and connections to new and existing sewers shall be per the City of Renton’s Standard Plans. 7-18.3(3) Testing Section 7-18.3(3) is deleted in its entirety and replaced with the following: (******) All side sewers constructed in conjunction with a new sewer main shall, for purposes of testing as specified in Section 7-17, have the side sewer cleanout at the right-of-way (as shown in the respective City of Renton Standard Plans) installed prior to testing. Caps shall be installed and sufficiently restrained on the end of each side sewer and its respective surface cleanout to withstand the internal pressure created for testing in conjunction with the sewer main. Where a sewer main and its respective side sewer are constructed to replace and existing, in-operation sewer system, pressure testing will not be required. AGENDA ITEM #6. o) 11/4/2020 166 7-18.3(5) End Pipe Marker Section 7-18.3(5) is deleted in its entirety and replaced with the following: (******) The location of side sewers at the property line shall be indicated by the presents of a surface cleanout installed per the associated City of Renton Standard Plan. 7-19 SEWER CLEANOUTS 7-19.3 Construction Requirements Section 7-19.3 is deleted in its entirety and replaced with the following: (******) Sewer cleanouts shall be installed per the associated City of Renton Standard Plan(s). 7-19.4 Measurement Section 7-19.4 is deleted in its entirety and replaced with the following: (******) Sewer cleanouts that are installed on sewer main lines will be measured per each. Sewer cleanouts that are installed on side sewers shall be considered incidental to the side sewer pipe. 7-20 CURED IN PLACE PIPE (CIPP) Section 7-20 is a New Section. Description This Section specifies rehabilitation of existing wastewater or stormwater (host pipes) by the installation of felt or fiberglass resin-impregnated liner cured-in-place piping (CIPP). Service connections and manholes may be rehabilitated with products specified in other Sections. Contractor shall coordinate rehabilitation of manholes, mainlines, and lateral interfaces with product installers. Contractor shall ensure that resin systems are compatible with all rehabilitation products that they will contact. Work to remove and replace manhole cones, risers, frame and cover, and concrete collars necessary for the installation of the CIPP shall be considered incidental as part of the CIPP Work. Licensing The Contractor or sub-contractors shall have a current City of Renton business license. The Contractor or sub-contractor installing the CIPP shall have a current license agreement with the product Manufacturer. All individuals installing the CIPP shall be certified by the product Manufacturer. Certification showing that the Installer is currently licensed by the appropriate licensor to perform CIPP installation shall be submitted in accordance with Section 1-07.6. AGENDA ITEM #6. o) 11/4/2020 167 Contractor and Manufacturer Qualifications Manufacturer Qualifications: • The Manufacturer’s CIPP liner shall have successfully installed a minimum of 200,000 linear feet in accordance with these specifications. • Manufacturers using standards other than those listed in these specifications shall demonstrate, to the satisfaction of the Owner, that their standards produce a product that is, at a minimum, equal to the quality of a product produced using these specifications. Contractor Qualifications: • A minimum of five (5) successful projects totaling a minimum of 50,000 linear feet of installed CIPP meeting the requirements of these specifications • The Contractor’s superintendent shall have a minimum of three (3) successfully completed projects totaling a minimum of 25,000 linear feet of installed CIPP meeting the requirements of these specifications. The superintendent shall be onsite during installation of the CIPP work for the duration of the project. • At least one (1) person on the Contractor’s installation crew shall have a minimum of one (1) year of CIPP installation experience. This person shall be onsite at all times during the CIPP installation work. • The Contractor’s identified Lateral Cutting Technician shall have a minimum of one (1) year of experience reinstating laterals. Contractor Submittals All procedures or material descriptions requiring the Engineer's approval shall be submitted not less than 15 calendar days prior to mobilizing or commencing any CIPP activities at the site of the work. Submit as specified in Section 6-07.3(2). The following submittals are required: 1. CIPP Lining Plan to include the following: a. Work sequence organized by pipe section with installation schedule. b. Confirmation of liner length and diameter. c. Locations of all service connections with disposition for each. d. Anticipated cleaning and preparation requirements. e. Proposed lining material and curing method. f. Sewer Service Interruption Notification Plan. 2. Spill Prevention Plan. 3. Manufacturer’s certificate(s) indicating that the supplied lining materials meet the requirements of the specifications, ASTM standards, and a certificate of compliance from an independent third-party lab. 4. Certification stating CIPP tube has been manufactured in accordance with ASTM F1216 or F2019 and resin is suitable for its intended use. 5. Certification showing the Contractor is currently licensed by the appropriate licensor to perform CIPP installation. 6. Name of resin supplier and liner fabric supplier. 7. Test reports on testing of CIPP products illustrating they meet the relevant requirements of this specification. Manufacturer shall provide ISO 9001 certificate by a third party confirming that all the ASTM test reports are valid and up to date at the time of the bid and during construction period. 8. Manufacturer’s recommendations for factory and field (whichever applies) wet out procedures including: volume of resin per unit of liner, mixing ratios and procedures for AGENDA ITEM #6. o) 11/4/2020 168 resin and catalyst/hardener, shelf life of resin, pot life of resin, required wet out procedure to ensure full saturation, and other criteria deemed necessary to ensure proper wet out of the liner. 9. Manufacturer’s data sheets for factory wet out and/or Contractor’s data sheets for field wet out showing quantity of resin and catalyst used for each length of liner, at or prior to time of installation. 10. Manufacturer’s certification that all Manufacturer’s wet out recommendations have been followed on all lengths of CIPP which have factory wet out, at or prior to time of installation. 11. Manufacturer’s recommendations for storage procedures and temperature control, handling and inserting the liner, curing details, service connection methods, trimming and finishing, QA/QC procedures, and minimum equipment requirements to allow for an adequate installation. 12. Manufacturer’s recommendations and procedures for minimum and maximum pressures, temperatures, and time durations to be used. 13. Data on Contractor’s equipment to be used on site including: type and tolerance of temperature gages and thermocouples used to monitor cure temperature; type and tolerance of equipment used to generate liner inversion pressure; make, model, and technical data of all equipment used to generate heat for the curing process; make, model and technical data of backup equipment used to maintain curing temperature; rough size of vehicle(s) which carries the CIPP pipe and overall installation equipment footprint required. 14. Contractor shall calculate and submit to the Engineer for review after field verification of pipe sizes and prior to ordering any material from the manufacturer the required minimum thickness for the CIPP to be installed in each pipe reach based on the internal inspection data. 15. Manufacturer onsite Representative’s Certification that the Contractor’s installation meets all requirements of the Manufacturer and will not void the Owner’s warranty. 16. CIPP field samples from field installations. Field sampling procedure shall be in accordance with the latest version of ASTM F1216 or F2019 or ASTM F1743 and in accordance with ASTM D5813. 17. Material Safety Data Sheets for resins, hardeners, catalysts, solvents, and all other compounds or chemicals to be used on the job site. 18. Data logger output in a graphic format showing pipe section, time, pressure, and temperature during activation, heating, curing, and cool down, as applicable for CIPP technology used. 19. Informational hand out that describes the materials, processes, and odors associated with the lining process. This handout shall be provided at the request of residents. 20. Pre- and Post-Installation CCTV inspection videos. 21. Contractor shall obtain a Discharge Authorization Permit from King County’s Wastewater Treatment Division for any proposed discharges to the existing Sanitary Sewer System, including process water resulting from the curing process (if applicable). Contractor is responsible for adhering to all discharge limitations associated with the received permit. Contractor shall submit a copy of the permit to the City once obtained. Warranty Contractor shall provide a 1-year written bonded warranty for the full value of the contract with a 3.5 percent inflation allowed per year after acceptance of the liner to cover the repairs resulting AGENDA ITEM #6. o) 11/4/2020 169 from liner failure within the warranty period, including new pipe, labor and incidentals as well as any fines by the local, state, and federal environmental agencies. The written bonded warranty shall be issued by a BB+ rated surety with more than 20 years of business history and with headquarters in the United States. Product Storage and Handling Requirements Contractor shall be responsible for the delivery, storage, and handling of all materials for CIPP and end sealing material in accordance with the written requirements of the manufacturer. Contractor shall exercise adequate care during transportation, handling, and installation to ensure the CIPP material is not torn, cut, or otherwise damaged. If any part or parts of the CIPP material becomes torn, cut, or otherwise damaged before or during insertion, it shall be repaired or replaced in accordance with the manufacturer’s recommendations and approval of the Engineer before proceeding. Materials CIPP products and materials shall be in accordance with the latest version of ASTM F1216 for Resin-Impregnated Flexible Tube (Felt Liner) or ASTM F2019 for Glass Reinforced Plastic (GRP) Thermosetting Resin Pipe (Fiberglass Liner), with Suppliers recommendations as described below. CIPP The CIPP design shall be in accordance with the latest version of ASTM F2019, with physical properties and chemical resistance demonstrated per ASTM D5813, F2019 for Type III, Grade 2 CIPP classification, with final approval from the Engineer. The liner thickness shall be designed based on the engineering formulas listed in ASTM F1216 and F2019 for “fully deteriorated” pipes and the conditions indicated below: 1. Design Safety Factor = 2.0. 2. Ovality factor = 2 percent. 3. Constrained Soil Modulus = Per ASTM D3839, Soil Class III at 90 percent compaction. 4. Modulus of soil reaction, E’ = 700 psi. 5. Groundwater Depth = At ground surface. 6. Soil Depth = As indicated on the drawings. 7. Live load using an AASHTO HS20 vehicle loading. 8. Soil Unit Weight = 140 lbs/cf. 9. Minimum Service Life = 50 years. Felt Cured-in-Place Resin Impregnated Material The liner shall be designed in accordance with the procedures of ASTM F1216. All material properties used in design calculations shall be long-term (time-corrected) values. The design for the CIPP shall recognize any non-uniform cross section and the liner bifurcation present at the spring line of the host pipe. Accounting for this condition by the use of an ovality reduction factor alone is unacceptable. The CIPP will be continuous in length and the wall thickness shall be uniform. No overlapping sections shall be allowed throughout the circumference or the length of the liner. AGENDA ITEM #6. o) 11/4/2020 170 The CIPP will be capable of conforming to offset joints, bells, and disfigured pipe sections. It shall be able to stretch to fit irregular pipe sections and negotiate bends as shown on the drawings. The CIPP service life shall be a minimum of 50 years. The Contractor shall be responsible for control of all material and process variables to provide a finish CIPP possessing the minimum properties specified in ASTM F1216. The CIPP shall be marked at a distance of regular intervals along its entire length, not to exceed five (5) feet. Markings shall include Manufacturer’s name or identifying symbol. The CIPP liner shall be manufactured with materials from a consistent supplier. All materials of similar type shall be from a single source for the entire project. The CIPP shall be fabricated to a size that, when installed, will tightly fit the internal circumference and length of the original pipe. Allowance shall be made for circumferential and longitudinal stretching during the installation process. Diametric shrinking during the curing process shall meet the requirements of ASTM D5813, Section 6.3.1 or better. For liners inserted by the inversion method, the CIPP shall be coated on one side with a translucent waterproof coating of polyvinyl chloride (PVC) or polyurethane. For liners inserted by the pull/winch method, the CIPP shall be coated on one side with a translucent waterproof coating of PVC, polyurethane, polyethylene, or polypropylene. Fiberglass Cured-in-Place Resin Impregnated Material Glass Reinforced Plastic Flexible Tube (fiberglass liner), consists of at least two separate tubes of corrosion resistant glass fiber in accordance with ASTM D5780 and F2019. Liner shall include an inner foil (or calibration hose) to contain resin which shall be removed after completion of installation (unless intended to be a permanent part of the CIPP system and fabricated as an integral part of the tube by bonding or fusing). In addition, an external permanent foil shall be provided that is resistant and impermeable to moisture and all wave lengths of light as part of the UV curing process. The liner shall be continuous in length and the wall thickness shall be uniform. No overlapping sections shall be allowed throughout the circumference or length of the liner. The liner shall be capable of conforming to offset joints, bells, and disfigured pipe sections. It shall be able to stretch to fit irregular pipe sections and negotiate bends as shown on the drawings. The liner shall be marked at regular intervals along its entire length, not to exceed five (5) feet. Markings shall include Supplier's name or identifying symbol. The liner shall be manufactured with materials from a consistent supplier. All materials of a similar type shall be from a single source for the entire project. The liner shall be fabricated to a size that, when installed, will tightly fit to the internal, circumference and length of the host pipe. Allowance shall be made for circumferential stretching during the installation process. AGENDA ITEM #6. o) 11/4/2020 171 The liner shall not be of a dark or non-reflective material which would inhibit proper closed-circuit television inspection. The liner shall meet the chemical resistance criteria specified in ASTM D5813, D578 and ASTM F2019 (Appendix X2) for Type III, Grade 2. The liner shall be handled with care during delivery to protect from UV exposure prior to installation. Resin & Cured CIPP Properties The resin used shall be compatible with the CIPP system used, and designed for use depending on the application. The resin shall be a general purpose, unsaturated polyester, catalyst system compatible with the CIPP system that provides the cured physical strengths and properties specified herein. Resins shall be tinted for adequate visibility suitable for internal inspection and provide positive indication of adequate liner wet-out. The resin system for the cure-in-place pipe process, using steam or water curing, shall be manufactured in accordance with ASTM F1216. Resin shall have the following characteristics: 1. The resin shall be thermosetting polyester. 2. When cured, the resin shall have a flexural strength of not less than 4,500 psi (ASTM D790). 3. When cured, the resin shall have a flexural modulus (short term) of not less than 250,000 psi (ASTM D790). 4. When cured, the resin shall have a tensile strength of not less than 3,000 psi (ASTM 0368). 5. 50-year flexural creep modulus: 150,000 psi per ASTM D 2990. 6. Tensile strength: 9,000 psi per ASTM D638 for sectional liner. For materials that do not allow sufficiently accurate hoop/weft testing in accordance with ASTM D638, initial tensile strength may also be substantiated by short-term flat plate specimen testing. 7. The resin shall be able to cure in the presence of water. 8. The resin initiation temperature for curing should be as recommended by manufacturer. 9. The resin color shall be in contrast to the color of the liner fabric to assist in visual inspection. 10. The CIPP resin shall be compatible with the liner fabric, liner coating, other rehabilitation systems and the host pipe materials that it may contact. 11. The resin shall form no excessive bubbling or wrinkling during lining. 12. The resin shall be manufactured with materials from a consistent supplier. All materials of similar type shall be from a single source for the entire project. 13. The resin shall have no fillers added for the sole purpose of increasing the resin volume. Resin shall include no more than five (5) percent filler by volume for the purpose of modifying resin viscosity, heat transfer characteristics, or flexural modulus of a cured liner. The resin system for the cure-in-place pipe process using ultraviolet curing shall be manufactured in accordance with ASTM F2019. Resin shall have the following characteristics: 1. The resin shall be chemically resistant polyester thermoset and catalyst system compatible with UV curing installation process. A photo-inhibitor system shall be added to the resin prior to impregnation. The initiator system of the resin shall be optimized to the output of the ultraviolet curing lights. 2. When cured, the resin shall have a flexural strength of not less than 6,500 psi (ASTM D790). 3. When cured, the resin shall have a flexural modulus (short term) of not less than 725,000 psi (ASTM D790). AGENDA ITEM #6. o) 11/4/2020 172 4. When cured, the resin shall have a tensile strength of not less than 9,000 psi (ASTM D3039, D368). 5. 50-year flexural creep modulus: 150,000 psi per ASTM D 2990. 6. Tensile strength: 9,000 psi per ASTM D 638 for sectional liner. For materials that do not allow sufficiently accurate hoop/weft testing in accordance with ASTM D638, initial tensile strength may also be substantiated by short-term flat plate specimen testing. 7. The resin color shall be in contrast to the color of the liner fabric to assist in visual inspection. 8. The CIPP resin shall be compatible with the liner fabric, foils and host pipe materials. 9. The resin shall form no excessive bubbling or wrinkling during lining. 10. The resin shall be manufactured with materials from a consistent supplier. All materials of similar type shall be from a single source for the entire project. 11. The resin shall have no fillers added for the sole purpose of increasing the resin volume Resin shall include no more than five (5) percent filler by volume for the purpose of modifying viscosity, heat transfer characteristics, or flexural modulus of a cured liner. Dimensions of CIPP Contractor shall measure the actual inside diameter of the host pipe, at different locations along its length, to verify the appropriate size of CIPP liner to use. The existing host pipe may be larger than their nominal size due to corrosion of the concrete pipe. It is the Contractor’s responsibility to measure the actual inside diameter at different locations of the host pipe to verify the appropriate size of the CIPP liner to use. The Contractor shall make allowances in determining the felt tube length and circumference for stretch during installation and shrinkage during curing and aging. The minimum length shall be that which continuously spans the distance from the center of the inlet manhole to the center of the outlet manhole, based on the specifics of the repair and pipe diameter. The Contractor shall verify the lengths in the field before the liner tube is cut and impregnated. Individual installation runs may include one or more manhole-to-manhole sections as authorized by the Engineer. Wall Thickness The wall thickness of the tube shall be ordered to the next standard incremental thickness above the minimum calculated design thickness. Unless otherwise specified to provide for excess resin migration, the gap thickness of the wetting out equipment shall be sized to allow an excess of 5 to 10 percent resin to pass during impregnation. The nominal CIPP thickness shall be at least the calculated design thickness, per ASTM F1216 (felt liner) or F2019, (fiberglass liner) except where fabric layers overlap, in which case it may be in excess of this value. CIPP Liner Labeling Manufacturer label on each liner tube shall be in 1-inch letters, minimum, and include the following information: 1. Date of manufacture of the liner. 2. Name or trademark of the manufacturer. 3. Liner diameter. 4. Liner thickness. 5. Liner length. AGENDA ITEM #6. o) 11/4/2020 173 Chemical Resistance The cured pipe shall be resistant to a variety of chemical effluents as described in ASTM D543. Testing for chemical resistance may be performed on the sample of the finished product prior to this contract, provided a certified affidavit, signed by an officer of the company, is submitted stating the resin the tests apply to and the resin submitted for this project are the same. Testing data up to 2-years prior to bid date will be accepted. Finished and cured CIPP liner properties shall perform as specified. Chemical resistance test results shall be provided in accordance with Test Method D543 on samples of the cured liner material that are the same as that proposed for installation. Exposure should be for a minimum of one month at 73.4 degrees F. During this period, the CIPP test specimens should lose no more than 20 percent of their initial flexural strength and flexural modulus when tested in accordance with Section 8 of ASTM F1216, when subjected to the following solutions: Chemical Solution Concentration, percent Tap Water (pH 6-9) 100 Nitric Acid 5 Phosphoric Acid 10 Sulfuric Acid 10 Gasoline 100 Vegetable Oil 100 Detergent 0.1 Soap 0.1 The Contractor shall be responsible for all costs associated with the chemical resistance tests. Proof of meeting the requirements for the design specified shall be provided to the Engineer for approval at least seven (7) days prior to ordering any material. CIPP End and Connection Seal Contractor shall seal the end points of the liner so that no leakage of fluids may infiltrate between the liner and the existing pipe. Contractor shall apply epoxy sealant (after CIPP acceptance) to completely seal area around opening of the liner and the connection. Hydraulic cements and quick-set cement products are not acceptable. The installation of the connection seal shall not, in any way, damage or adversely affect the CIPP. If damage to the CIPP liner does occur, the Contractor shall repair or replace the area at no additional cost to the Owner. Contractor shall trim loose or hanging/intruding pipe connection seals so that they are flush with the internal pipe wall. The Contractor shall not fold the hanging/intruding material. Allowable CIPP and End Connection Seal Manufacturers The following manufacturers of CIPP are approved: 1. Inliner Technologies. 2. Insituform Technologies, Inc. 3. National Liner. 4. Premier-Pipe. 5. Spiniello Companies. 6. SAK, LLC. AGENDA ITEM #6. o) 11/4/2020 174 7. Saertex. 8. Reline America Inc. 9. Or approved equal. The following manufacturers of CIPP end and connection sealing are approved: 1. Neopoxy. 2. Or approved equal. Construction Requirements Pre-Installation CCTV Inspection Contractor shall conduct CCTV video inspection of the host pipe prior to commencing construction. All CCTV inspections shall be performed in accordance with Section 7-17.3(2)H. Contractor will review the CCTV inspection and indicate where the following deficiencies are located: 1. Any obstructions within the host pipe that may affect the sliplining operation. 2. Joint separation. 3. Offset joint. 4. Cracked or damaged host pipe. 5. Out of round host pipe. 6. Infiltration point. The findings of the pre installation inspection shall be summarized in an inspection report and submitted along with the video files and corresponding database to the Engineer for review. Flow Management It shall be the Contractor's responsibility to maintain operation of the existing sewer and/or storm systems throughout the duration of the project. The Contractor shall divert all flows around each segment of the pipe designated for rehabilitation. This diversion shall consist of redirecting flow from an upstream manhole and discharging it to a manhole downstream of the rehabilitation operation. This can be accomplished via a combination of pumping and/or gravity flow. After the work is completed, flow shall be returned to the rehabilitated sewer and/or storm system. The area affected by the bypass operation shall be fully restored to pre-bypassing conditions. Bypass pumping system of stormwater shall be capable of bypassing at least the 2-year peak flow during construction. Bypass pumping shall be scheduled for continuous operation. Back-up equipment shall be on-site and available for periods of maintenance, refueling or failure of the primary bypass pump(s) or diversion system. Bypass pumping shall be done in such a manner as not to damage private or public property, or create a nuisance or public menace. The bypass-pumping pipe shall not block any driveways or intersections unless approved by the Engineer. The sewage shall be pumped through a watertight hose or pipe that is adequately protected from traffic. The discharge of raw sewage to private property, city streets, sidewalks, storm sewer, or any location other than an approved sanitary sewer is prohibited. The Contractor shall be liable for all cleanup, damages, and resultant fines should the Contractor's operation cause any backups or overflows. AGENDA ITEM #6. o) 11/4/2020 175 The Contractor's bypass operation shall be sized to handle, at a minimum, the full pipe capacity in each subject line removed from service. If flow conditions are greater than full pipe, the Contractor may elect to wait for flow conditions to subside prior to removing the subject line from service. Working days will not be charged for the period of time during which the flow is greater than full pipe. No additional payment will be made for periods of high flows during which the Contractor elects to wait for lower flows. Once the Contractor removes a section of line from service he/she is responsible to bypass any and all flow in the system during construction, even in the event the system surcharges and exceeds the full pipe capacity, until the line is returned to service. All bypassing systems shall be approved by the Engineer. The Contractor shall submit a plan for bypassing the existing system to the Engineer for review. The Contractor's plan for bypass pumping shall be satisfactory to the Engineer before the Contractor will be allowed to commence bypass pumping. The sewage and/or storm bypass pumping plan shall include an emergency response plan detailing procedures to be taken in the event of a failure of the bypass pumping. The review of the bypassing system and equipment by the Engineer shall in no way relieve the Contractor of their responsibility and public liability. The Contractor shall coordinate activities with impacted property owners. Property Owners shall be notified at least 24 hours in advance of any disruption to their sewer service. All construction-related service disruptions shall be approved by the Engineer prior to the disruption taking place. When situations exist where impacted properties cannot be disconnected, plugged, or subjected to any other service interruption, i.e., hospitals, care facilities, restaurants, etc., bypass pumping of the side sewer to the downstream sanitary sewer system shall be required prior to insertion of the liner system. The Contractor shall verify, with the approval of the Engineer, whether a property is able to be interrupted prior to lining operations. If the subject property’s side sewer requires bypass pumping, the costs for the bypass pumping shall be covered by Force Account. Host Pipe Access Contractor shall install access structures necessary for installation of CIPP liner. Access structures to the host pipe for installation of the CIPP liner shall be excavated as required by the Contractor. Access structures shall be located in areas that minimize excavation requirements. Provide excavation and backfill, pipe work, reconnection, and access structures including manhole cones, risers, frame and cover, and concrete collars as necessary. The Contractor shall plug the downstream manhole to prevent excavation material from entering the sewer and/or storm system during the installation of all access structures. Prior to entering any permit-required confined space, the Contractor shall evaluate the atmosphere to determine the presence of toxic, flammable vapors or lack of oxygen in accordance with local, state, and federal safety regulations. Host Pipe Cleaning, Preparation, and Inspection Prior to CIPP tube installation, the Contractor shall clean the host pipe. The Contractor shall clear the existing host pipe of obstructions such as solids, collapsed pipe, roots, rocks or other intrusions that will prevent or hinder CIPP liner installation. Minimize infiltration into the existing pipe so as not to interfere with the proper installation and cure of the CIPP liner. AGENDA ITEM #6. o) 11/4/2020 176 The Contractor shall perform pre-lining inspection after cleaning and preparation to confirm that the host pipe is ready for lining. The pre-lining inspection video shall be submitted to the Engineer for review at least 24 hours prior to the scheduled installation of the liner. Installation of the liner shall not proceed prior to receiving approval by the Engineer. The Engineer will confirm the following: 1. Necessary cleaning and pipe preparation work, including any internal and external repairs/modifications have been completed. 2. That the condition of the host pipe is consistent with the design conditions and specifications. Prior to commencing lining, the Contractor shall notify the Engineer of any condition that is contrary to the design conditions or assumptions made that may affect either long term or short term performance or the liner. 3. The location, condition, and operational status of all lateral tap connections. At each location within the Project, prior to diversion of flows the Contractor shall initiate odor control measures. The Contractor shall perform post-lining CCTV inspection following installation of the liner. The Contractor shall confirm the adequacy of all lateral tap connection reinstatements and the fit and the finish of the CIPP liner prior to submitting the post-installation inspection video files to the Engineer. The Contractor shall submit CCTV post-installation inspection reports and video files along with the corresponding data base to Engineer within one (1) week of the inspection. Point Repairs The Contractor shall advise the Engineer of any point repairs that can only be performed by excavating the defect. The Contractor shall repair all defects in the host pipe including but not limited to open joints, fractures, cracks, protruding taps and holes in the pipe that may adversely affect the successful installation of the liner. Those repairs shall include, but not limited to, the following: 1. Grouting all defects as recommended by liner manufacturer or installer. 2. Grouting all locations with excessive infiltration as outlined below: a. The determination of an excessive leak shall be made by the Owner’s representative and shall be based on PACP leak designations: i. Leaks that would be categorized as a Runner(IR) – Severity 4 or Gusher (IG) – Severity 5 shall be considered as excessive. Measurement and Payment for Excessive Leak Repairs shall be as designated in Section 7-20.6 and 7-20.7. ii. Leaks categorized as Weeper(IW) – Severity 2 or Dripper(ID) – Severity 3 shall be considered incidental to the unit price for CIPP rehabilitation. Measurement and Payment for Excessive Leak Repairs shall be as designated in Section 7-20.6 and 7-20.7. 3. Make point repairs of any host pipe defect that be accomplished using conventional sewer cleaning equipment or by remotely performed repair methods acceptable to the Engineer such as grout packers, link seal, or spot liner. Remove protruding laterals, rolled gaskets, roots, mineral deposits, and other objects protruding into the host pipe utilizing a remote-controlled cutter. AGENDA ITEM #6. o) 11/4/2020 177 Trimming Intruding Laterals Contractor shall trim intruding laterals so that the service connection is flush with the internal pipe wall. All lateral trimming shall be documented by pre and post trimming photos. The Contractor shall ensure that the existing pipe is not damaged during cutting operations. Protection of Existing Manholes The Contractor shall protect all manholes from any damage that may result from the lining operation. Spill Prevention and Control Contractor shall keep a stockpile of spill cleanup materials, such as rags or absorbents, readily accessible on-site. Contractor shall immediately contain and prevent leaks and spills from entering storm drainage systems, and properly clean up and dispose of all waste and cleanup materials. If the waste is hazardous, the Contractor shall dispose of hazardous waste only at authorized and permitted disposal facilities. Only licensed hazardous waste haulers shall transport the hazardous waste to an off-site location, unless the quantities to be transported are below those applicable threshold limits for transportation by the Contractor as specified under State and Federal regulations. Contractor shall immediately report any hazardous materials spill to the Owner and Engineer. Installation Felt Liner CIPP Tube Installation Lining installation shall be in accordance with the requirements of the product Manufacturer and as directed by their Technical Representative. This includes the correction of defective work. Contractor shall designate the location where the CIPP tube will be impregnated with resin (“wet-out”). These locations shall be subject to approval by the Engineer. The Contractor shall allow the Engineer to inspect the materials and “wet-out” procedure. If the “wet-out” location is not at the project site, the impregnated CIPP tube shall be transported to site under controlled environmental conditions as specified by the Manufacturer of the product. Transport vehicles shall include a tamper resistant, sealed temperature recording device which records the temperature of the liner at all times after leaving the wet-out site. Contractor shall decide when to transport the resin impregnated CIPP tube and when to commence installation depending on prevailing weather conditions, so as to not jeopardize the installation or be detrimental to the long-term performance of the CIPP. The liner shall be installed by the inversion tube method where possible. The resin-impregnated tube shall be lowered into the insertion pit through an inversion tube and reducer if needed. The liner shall be installed at a rate less than 10 feet per minute at all times. The CIPP liner shall be installed through existing manholes. Liner shall not be installed through intermediate manholes unless approved in advance by the Engineer. All requests to line through intermediate manholes shall be submitted in writing to the Engineer. There shall be no separate payment for additional or enhanced access to facilitate the Contractor’s CIPP liner installation process. AGENDA ITEM #6. o) 11/4/2020 178 For CIPP liner thicknesses greater than 0.75 inch, or where the existing pipe, soil, and groundwater is likely to provide a significant heat sink affecting the temperature gradient across the CIPP liner material, the temperature of the exotherm shall be monitored by remote temperature sensors placed at the interface of the existing pipe and the CIPP. A minimum of two temperature sensors shall be installed, one at either end of the length being lined. The curing process shall not be terminated until the temperature sensor readings indicated that a satisfactory cure has been completed. Any extended cure times shall not adversely affect the properties of the CIPP lining material. The curing process shall follow a step cure using steam, where possible, as recommended by the manufacturer and approved by the Engineer. The curing process shall be held at the top step for an adequate length of time to ensure that the design physical properties of the liner are attained. For the water curing method, circulation water shall cool down to at least 100 degrees F for 1 hour before releasing the hydrostatic head. The rate of temperature rise and fall during heating and cooling shall not exceed 2 degrees F per minute. The circulation water shall be filtered through a carbon filter treatment system, approved by the Engineer, prior to release into the sanitary sewer system. Evacuate water from the pipe at a controlled rate to prevent negative pressure in the pipe. The Contractor shall provide a sampling plan to the Engineer that demonstrates pollutants are not being discharged into the sanitary sewer system. After liner has cooled down, perform a preliminary television inspection of the newly installed liner. Verify the liner is continuous over the entire length. Verify the liner is free from visual defects such as foreign inclusions, dry spots, lifts, pinholes, seam separation, delamination, and wrinkling beyond the specification allowances. Liner shall be impervious and free of any leakage. Wrinkles in the finished CIPP, that create a void between the wrinkle and the pipe which reduce the structural integrity of the CIPP, and which adversely decreases the hydraulic capacity of the pipe, or cause a backwater of one (1) inch, are unacceptable and shall be removed and repaired at no additional cost to the Owner. After the curing is complete and verified, all existing active service connections, as determined by the Engineer, shall be reinstated. Reinstate all service laterals using only remote internal methods. Where the CIPP liner does not create dimples at the service connections or in other ways indicate the locations, the exact location shall be determined from the internal inspection data. It shall be the Contractor’s responsibility to accurately locate and reinstate all service connections after the CIPP installation and curing has been completed. All service connections shall be reinstated to a minimum of 95 percent of the original opening, matching the invert of the lateral. Fiberglass Liner CIPP Tube Installation Liner installation shall be in accordance with the requirements of the product Manufacturer and as directed by their Technical Representative. This includes the correction of defective work. Resin Impregnation: The wet out procedure for flexible fiberglass tube liner impregnation shall conform to the following requirements: 1. Furnish glass reinforced plastic tube liner (fiberglass liner) per this specification. 2. Impregnate the flexible fiberglass tube liner with resin under controlled conditions at the manufacturer's plant. 3. Use a volume of resin sufficient to fill all voids in the liner material at nominal thickness and diameter. Volume shall be adjusted by adding 5 to 10 percent excess resin for the AGENDA ITEM #6. o) 11/4/2020 179 change in resin volume due to polymerization and to allow for any migration of resin into the cracks and joints of the host pipe. Keep logs of resin volume actually used in the wet out process and submit to Engineer prior to installation. 4. The impregnated liner shall be stored, transported, and installed in accordance with the manufacturer’s recommendations and in such a manner that it will not be damaged, exposed to direct sunlight, exposed to any curing environment, or result in a public safety hazard. All materials may be subject to inspection and review by the Engineer prior to installation. Liner installation shaft conform to the following requirements: 1. Sliding Foil and Winch Cable — upon verification of removal of debris and protrusions, pull in sliding foil as recommended by the manufacturer. 2. Pulling Head or Pulling Manifold and Inverted Roller — Connect liner to the winch cable forming a pulling head or using a pulling manifold. Care shall be taken in mounting a pulling manifold to provide an airtight fit. The rate of the pulling head or manifold shall not exceed the maximum rate recommended by the Manufacturer and in accordance with ASTM F2019. 3. Pull resin impregnated fiberglass liner into position using a power winch. The pulling speed shall not exceed the maximum rate recommended by the Manufacturer. If product is sensitive to elongation, measure overall elongation of the fiberglass liner after the pull-in completion. The acceptable longitudinal elongation shall be less than two (2) percent of the overall length specified by the manufacturer. 4. The fiberglass liner shall be inflated with air until it is fitting tight against the wall of the existing host pipe. The air pressure shall be adjusted to hold the impregnated fiberglass liner in place during the curing process. Ultraviolet Light Curing: 1. Curing process shall conform with ASTM F2019. 2. Assemble multi-lamp ultraviolet light curing assembly (UV curing assembly) according to Manufacturer’s recommendations for the pipe and liner diameter. Ultraviolet (UV) curing lights shall be tuned or optimized to the photo initiator system of the resin. Provide quantity and strength of UV lamps per manufacturer's recommendation. UV lamps shall not exceed 80 percent of logged hours of usage of the manufacturer’s stated usage rate. UV curing assembly shall have minimum of one CCTV camera and sensors to record temperature and pressure during curing process. 3. While maintaining sufficient air pressure to inflate the impregnated fiberglass liner, insert multi-lamp ultraviolet light curing assembly (UV curing assembly) in order with UV curing bulbs OFF to draw the curing mechanism through the impregnated liner and perform a pre-curing inspection. Upon confirmation that the liner is ready for curing, turn on UV curing bulbs and conduct curing process. Unless approved by Engineer, do not pull UV light train in a downstream direction during the curing process. 4. UV curing assembly shall travel through the impregnated fiberglass liner at a pre-determined speed to allow polymerization of the resin as recommended by the manufacturer. 5. The Contractor shall follow the Supplier’s cool-down instructions prior to relieving the air pressure of the liner. AGENDA ITEM #6. o) 11/4/2020 180 6. The Contractor shall document a UV curing report and submit a file copy to the Engineer for each pipe. This sheet shall contain, but not be limited to, the following: a. Date of Installation. b. Site number(s) and address. c. The curing method used (i.e. UV). d. Time and rate of travel for UV curing process. e. Pressure and temperature readings. f. Amount of lamps in operation on UV curing assembly. g. Time of installation from start to finish. Testing Post Installation CCTV Inspections Contractor will review the CCTV inspection video tapes and indicate where the following deficiencies are located: 1. Cracked or damaged liner pipe. 2. Out of round liner pipe. 3. Debris in liner pipe. The findings of the post installation inspections shall be summarized in inspection reports and submitted to the Engineer for review. Final acceptance of the installation will not take place until any deficiencies identified in the inspections are addressed. Material Testing Contractor shall prepare a sample of the installed CIPP liner for subsequent testing of its physical properties. Sampling shall be performed for each separate installation of CIPP or one (1) test per batch-order of sectional liner. The Owner reserves the right to take five (5) random core samples of the installed CIPP liner at no additional cost in accordance with the procedures in ASTM D5813, as is applicable. The method of repair will be as recommended by the Contractor. The minimum wall thickness shall be determined at a minimum of three locations on a cut section of the CIPP lining using a method of measurement accurate to the nearest 0.005 inch or one (1) test per batch order of sectional liner not taken from actual live installation. The sample shall be prepared using the flat plate sampling method in accordance with the procedures in ASTM F1216. The flat plate sample shall be large enough to provide five sample specimens each for short-term flexural (bending) properties, as per ASTM D790. The sample will be clamped in a mold and placed in the downtube during the curing of the CIPP tube. The sample shall be removed after all the water is removed from the cured pipe tube. The samples shall be identified by Date, Project Name, Size, Thickness, Location, Resin, and Catalyst. The cured sample shall be tested by an independent testing laboratory as recommended by the CIPP liner manufacturer and approved by the Engineer for the short-term flexural (bending) properties and tensile properties, per ASTM D790 and ASTM D638, respectively. The sample shall be double bagged and sealed. The Contractor shall provide liner test results for long-term properties in accordance with ASTM D 2990. The Contractor shall be responsible for any deviation from the specified physical properties and those evaluated through testing. Failure to meet the specified physical properties AGENDA ITEM #6. o) 11/4/2020 181 shall result in the CIPP liner being considered defective Work and shall be rejected. The Contractor shall be responsible for all costs associated with the testing of the liner physical properties. For UV-Cured Systems — Contractor shall provide an additional restrained field sample to allow circumferential (hoop) directions of the fiberglass reinforcement, at least 2-inches wide (axial direction of the liner, along the length) to test a representative amount of fibers if glass roving mats are used. The samples are to be tested in a curved beam configuration where the minimum beam width is 2-inches, in accordance with ASTM F2019. Cleanup Following inspection, the Contractor shall clean up the entire Project area. All excess material and debris, not incorporated into the permanent installation, shall be disposed off site by the Contractor at a site approved by the Engineer. Measurement Measurement for “X-Inch CIPP Pipe” will be linear feet installed. Linear feet installed shall be measured along the invert. The number of linear feet will be measured from the center of manhole to center of manhole. Measurement for “Lateral Reinstatement” will be per each. Measurement for “Excessive Leak Repair” will be per each. Payment Payment Schedule for “X-Inch CIPP Pipe”, “Lateral Reinstatement”, and “Excessive Leak Repair” is shown in Section 1-09.14. 7-21 8-02 ROADSIDE RESTORATION 8-02.3(4)A Topsoil Type A Section 8-02.3(4)A is supplemented with the following: (******) The contractor shall provide a material submittal for topsoil prior to use. 8-02.3(16)A Lawn Installation Section 8-02.3(16)A has been supplemented with the following: (******) 8-02.3(16)A1 Submittals 8-02.3(16)A1a Certification of Material 1. Include seed mix percentages, purity, germination rates, weed experience, and date tested for the preceding. Include complete data on source, size and quality. 2. Supply on-site 12” x 12” sample of each sod specified for inspection and approval in advance by the City. AGENDA ITEM #6. o) 11/4/2020 182 3. Supply Grower’s written recommendations for fertilizer type, rate of application, and frequency. 4. All certificates required by law shall accompany shipments. 5. Upon completion of the installation and prior to final inspection, deliver all certificates to the Engineer. 8-02.3(16)A1b Manufacturer’s Certificates of Conformance 1. Supply for Certificates of Conformance for fertilizer being used for the project. 8-02.3(16)A1c Schedule for Installation 1. The Contractor shall coordinate all work with the City and submit a watering plan for the Establishment Period. 8-02.3(16)A2 Product Handling Deliver all items to the site in their original containers, with all labels intact and legible, at the time of the City’s inspection. Coordinate delivery and installation of sod to ensure sod is installed immediately upon delivery. Use all means necessary to protect new lawn areas before, during, and after installation and to protect the installed work and materials of all other trades. In the event of damage or rejection, immediately make all repairs and replacements necessary for the approval of the Inspector and at no additional cost to the City. 8-02.3(16)A3 Site Information If sod is stored onsite, preserve and protect all sod on site prior to and during installation. Protect from wind, drought, unusual weather and vandalism. Store all sod on site within limits of work. Protect adjacent property, public walks, curbs and pavement from damage. Do not block public access routes with plant material. 8-02.3(16)A4 Sod The Contractor shall provide sod to all new lawn areas and to those lawn areas requiring restoration from the Contractor’s operations. Sod shall conform to section 9-14.6(8) as shown in the Special Provisions. 8-02.3(16)A4a Other Materials All other materials not specifically described but required for a complete and proper planting installation, shall be selected by the Contractor subject to the approval of the Engineer. 8-02.3(16)A5 Execution Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. Verify that lawn installation may be completed in accordance with the original design and the referenced standards. In the event of discrepancy, immediately notify the Engineer for specific instructions. AGENDA ITEM #6. o) 11/4/2020 183 8-02.3(16)A5a Installation Preparation 1. Prepare subgrade in all lawn areas by scarifying to a 8” minimum depth and removing rocks and debris over 1” in diameter. Subgrade soils should be free-draining and without any impervious soils or other materials harmful to plant growth. Notify the Inspector of any subgrade conditions deleterious to plant growth. 2. Spread topsoil to a minimum depth of 6” after settlement in all lawn areas. 3. Thoroughly rototill topsoil to a minimum depth of 6 inches. 4. Fine grade per Contract Specifications in turf areas as indicated on drawings. Rake entire surface to conform to site grading. Grade edges to 1” below adjacent paved surfaces to provide a smooth transition. Roll as necessary to firm grade to satisfaction of the Inspector. 5. Apply fertilizer to the prepared lawn areas at rates recommended by sod grower and lightly rake to incorporate into the soil. 8-02.3(16)A5b Sod Installation 1. Moisten sod bed and roll lightly for compaction. 2. Lay sod strips per supplier’s instructions. Tightly butt joints, trim edges to conform to smooth curves and straight lines of pavement. Sod is to be flush with paved surfaces after settlement. Avoid gaps and overlaps and stagger sod joints in a brick-like fashion. 3. Remove any bumps, undulations, or low-high spots with a light rolling. 4. Water daily for a minimum of two weeks to prevent dehydration. 5. Protect all turf areas by erecting temporary fences, barriers, signs, etc. as necessary to prevent trampling. 6. Do not work in, over, or adjacent to planting areas without proper protection and safeguards. 8-02.3(16)B Lawn Establishment Section 8-02.3(16)B has been deleted and replaced with the following: (******) 8-02.3(16)B Lawn Establishment and Final Acceptance The Contractor shall maintain all new lawn areas in this project; shall be responsible for the survival of turf in acceptable condition and shall maintain all new lawn areas in a neat and orderly fashion until Final Acceptance of the project by the City. The period for Final Acceptance shall be no sooner than the second mowing. The Contractor will be held responsible for all damage or loss caused by his inattention or carelessness. The Contractor shall repair damage caused by traffic, vandalism, weather or other outside causes. 8-02.3(16)B1 Establishment Period The Establishment Period will commence on the date of Preliminary Acceptance and will extend to Substantial Completion or Final Acceptance by the City of landscape work, whichever is later. Maintenance during this period will include: 1. Watering: Water areas of new turf so they receive adequate water for survival of the plant in a healthy position. 2. Lawns shall be fertilized every six weeks from March through September per Grower’s written recommendations. Lawns shall be maintained weed-free. 3. Lawns are to be mowed weekly or as needed to maintain a neat appearance. All grass clippings shall be removed from the site. Maximum height of lawn shall not exceed three inches. AGENDA ITEM #6. o) 11/4/2020 184 4. Protect all lawn areas against damage, including erosion and trespassing, by providing and maintaining proper safeguards. 5. Debris Control: Debris control shall be accomplished in all landscaped lawn areas on a regular basis, at least weekly or more often where necessary. This will include leaf fall control in Fall period. Policing for paper and litter in all areas shall be conducted at least weekly. During the Fall period leaves, windblown into gutters and catch basins, are considered as litter and shall be removed as debris. 8-02.3(16)B2 Guarantee All new turf areas shall be guaranteed by the Contractor to be in a healthy condition for a period of one year from the date of Final Acceptance. 8-02.3(16)B3 Final Acceptance Acceptance of lawn planting as specified shall be based on a uniform stand of grass and a uniform grade at the time of final inspection. Final inspection of the work of the Section will be made at the time of the Final Inspection of the entire project or earlier, if approved by the Engineer. A final punch list will be issued. Final Acceptance of the new turf areas which are the responsibility of the Contractor will be contingent upon Final Acceptance of the entire project or at the determination of the City if earlier than Final Acceptance of the entire project. 8-09 RAISED PAVEMENT MARKERS 8-09.5 Payment Section 8-09.5 has been revised with the following: (******) Payment will be made for each of the following bid items that are included in the proposal: “Raised Pavement Marker Type 1”, per each. “Raised Pavement Marker Type 2”, per each. “Raised Pavement Marker Type 3-______ In.”, per each. “Recessed Pavement Marker”, per each. The unit contract price per each for “Raised Pavement Marker Type 1”, “Raised Pavement Marker Type 2”, and “Raised Pavement Marker Type 3-______ In.” and “Recessed Pavement Marker” shall be full pay for all labor, materials, and equipment necessary for furnishing and installing the markers in accordance with these Specifications, including all cost involved with traffic control unless traffic control is listed in the Contract as a separate pay item. AGENDA ITEM #6. o) 11/4/2020 185 8-13 MONUMENT CASES 8-13.1 Description Section 8-13.1 is revised and supplemented with the following: (******) This Work shall consist of furnishing and placing monument cases and covers, in accordance with the Standard Plans and these Specifications, in conformity with the lines and locations shown in the Plans or as staked by the Engineer or by the Contractor supplied Surveyor. 8-13.3 Construction Requirements Paragraphs 2 and 3 of Section 8-13.3 is revised and supplemented with the following: (******) The monument will be furnished and set by the Contractor supplied Surveyor. When existing monuments will be impacted by a project, the Contractor shall be responsible for assuring that a registered surveyor references the existing monuments prior to construction. After construction is complete, the monuments shall be re-established by the Surveyor in accordance with RCW58.09.130. 8-13.4 Measurement Section 8-13.4 is supplemented with the following: (******) All costs for surveying and resetting existing monuments impacted by construction shall be considered incidental to the Contract unless specifically called out to be paid as a bid item. 8-13.5 Payment Section 8-13.5 is supplemented with the following: (******) "Reset Existing Monument" per each. Resetting an existing monument impacted by construction shall be incidental unless included as a pay item in the Schedule of Prices. 8-14 CEMENT CONCRETE SIDEWALKS 8-14.3(4) Curing Section 8-14.3(4) is replaced with: (******) The curing materials and procedures outlined in Section 5-05.3(13) of the Standard Specifications shall prevail, except that white pigmented curing compound shall not be used on sidewalks. The curing agent shall be applied immediately after brushing and be maintained for a period of 5 days. The Contractor shall have readily available sufficient protective covering, such as waterproof paper or plastic membrane, to cover the pour of an entire day in the event of rain or other unsuitable weather. During the curing period, all traffic, both pedestrian and vehicular, shall be excluded. Vehicular traffic shall be excluded for such additional time as the Engineer may specify. AGENDA ITEM #6. o) 11/4/2020 186 The Contractor shall be responsible for barricading, patrolling, or otherwise protecting the newly placed concrete to prevent damage. Damaged, vandalized, discolored, stained, or unsightly concrete shall be removed and replaced at the expense of the Contractor. 8-14.4 Measurement Section 8-14.4 is supplemented by adding the following: (******) When the Contract contains a pay item for "Curb Ramp, Cement Concrete," the per each measurement shall include all costs for the complete installation per the Plans and standard details including expansion joint material, curb and gutter and ramped sidewalk section. Sawcutting, removal and disposal of excavated materials including existing pavement and sidewalk, crushed surfacing base materials and all other Work , materials and equipment required per Section 8-14, shall be included in the per each price for "Curb Ramp, Cement Concrete" unless any of these other items are listed and specified to be paid as separate pay items. If the Contract does not provide a pay item for "Curb Ramp, Cement Concrete," but the Plans call for such installation, then quantities shall be measured with and paid for under the bid items for Curb and Gutter and for Cement Concrete Sidewalk. When curb ramps are to be constructed of asphalt concrete, the payment shall be included in the pay item for "Miscellaneous and/or Driveway Asphalt Concrete." 8-14.5 Payment Section 8-14.5 is supplemented with the following: (******) "Curb Ramp, Cement Concrete," per each. Payment for excavation of material not related to the construction of the sidewalk but necessary before the sidewalk can be placed, when and if shown in the Plans, will be made in accordance with the provisions of Section 2-03. Otherwise, the Contractor shall make all excavations including haul and disposal, regardless of the depth required for constructing the sidewalk to the lines and grades shown, and shall include all costs thereof in the unit contract price per square yard for “Cement Concrete Sidewalk” and the per each contract price for “Curb Ramp, Cement Concrete.” 8-17 IMPACT ATTENUATOR SYSTEMS 8-17.5 Payment Section 8-17.5 is supplemented with the following: (******) If no pay item is included for temporary impact attenuators then all costs to provide and install shall be considered a part of the pay item for "Traffic Control." AGENDA ITEM #6. o) 11/4/2020 187 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8-20.2(1) Equipment List and Drawings (******) Paragraph four of Section 8-20.2(1) is revised and supplemented with the following: The Contractor shall submit for approval six sets of shop drawings for each of the following types of standards called for on this project: 1. Light standards with or without pre-approved Plans. 2. Signal standards with or without pre-approved Plans. 3. Combination Signal and lighting standards. 4. Metal Strain Poles. Paragraph five of Section 8-20.2(1) is deleted. Paragraph six of Section 8-20.2(1) is deleted. Section 8-20.2(1) is supplemented with the following: The Contractor also shall submit either on the signal standard shop drawings or attached to the signal standard shop drawings all dimensions to clearly show the specific mast arm mounting height and signal tenon locations for each signal pole to be installed. 8-22 PAVEMENT MARKING 8-22.1 Description The following item in Section 8-22.1 is revised with the following: (******) Crosswalk Stripe A SOLID WHITE line, 8 inches wide and 10-feet long, installed parallel to another crosswalk stripe and parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes. See detail sheet. Skip Center Line (Replacement) A BROKEN YELLOW line 4 inches wide. The broken or “skip” pattern shall be based on a 24-foot unit consisting of a 9-foot line and a 15-foot gap. Skip center strip is used as centerline delineation on two-lane or three-lane, two-way highways. Double Yellow Center Line (Replacement) Two SOLID YELLOW lines, each 4 inches wide, separated by a 4-inch space. Double yellow center stripe is used as centerline delineation on multilane, two-way highways and for channelization. Approach Line (New) A SOLID WHITE line, 8 inches wide, used to separate left and right turning movements from through movements, to separate high occupancy vehicle lanes from general-purpose lanes, for islands, hash marks, and other applications. Hash mark stripes shall be placed on 45-degree angle and 10 feet apart. AGENDA ITEM #6. o) 11/4/2020 188 Lane Line (Replacement) A BROKEN WHITE line, 4 inches wide, used to delineate adjacent lanes traveling in the same direction. The broken or “skip” pattern shall be based on a 24-foot unit consisting of a 9-foot line and a 15-foot gap. Two Way Left Turn Line (Replacement) A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated by a 4-inch space. The broken or “skip” pattern shall be based on a 24-foot unit consisting of a 9-foot line and a 15-foot space. The solid line shall be installed to the right of the broken line in the direction of travel. Crosswalk Line (Replacement) A SOLID WHITE line, 8 inches wide and 10 feet long, installed parallel to another crosswalk stripe and parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes. See detail sheet. Stop Line (Replacement) A SOLID WHITE line 12, 18, or 24 inches wide as noted on the Contract Plans. 8-22.3(5) Installation Instructions Section 8-22.3(5) is revised with the following: (******) A manufacturer’s technical representative need not be present at the initial material installation to approve the installation procedure. 8-22.5 Payment Section 8-22.5 is supplemented with the following: (******) “Approach Stripe,” per linear foot. "Remove Paint Line ....." wide," per linear foot.* "Remove Plastic Line ......" Wide," per linear foot.* "Remove existing traffic markings, "per Lump Sum.* *The linear foot contract price for "Remove Paint Line" and "Remove Plastic Line" and the lump sum contract price for "Remove existing traffic markings" shall be full compensation for furnishing all labor, tools, material, and equipment necessary for removal of existing traffic markings as per the Plans, Specifications and detail sheets. If these pay items do not appear in the contract schedule of prices, then the removal of old or conflicting traffic markings required to complete the channelization of the project as shown on the Plans or detail sheets shall be considered incidental to other items in the Contract and no further compensation shall be made. AGENDA ITEM #6. o) 11/4/2020 189 8-23 TEMPORARY PAVEMENT MARKINGS 8-23.5 Payment Section 8-23.5 is supplemented with the following: (******) If no pay item is included in the Contract for installation, or for removal of temporary pavement markings, then all costs associated with these items are considered incidental to other items in the Contract or included under "Traffic Control," if that item is included as a bid item. 9-03.8(7) HMA Tolerances and Adjustments Item 1 is deleted and replaced with: (******) 1. Job Mix Formula Tolerances. After the JMF is determined as required in 5-04.3(7)A, the constituents of the mixture at the time of acceptance shall conform to the following tolerances: Nonstatistical Commercial Evaluation Evaluation Aggregate, percent passing 1”, ¾”, ½”, and 3/8” sieves ±6% ±8% U.S. No. 4 sieve ±6% ±8% U.S. No. 8 sieve ±6% ±8% U.S. No. 16 sieve ±4% ±6% U.S. No. 30 sieve ±4% ±6% U.S. No. 50 sieve ±4% ±6% U.S. No. 100 sieve ±3% ±5% U.S. No. 200 sieve ±2.0% ±3.0% Asphalt Binder ±0.5% ±0.7% VMA 1.5% below minimum value in 9-03.8(2) VFA minimum and maximum as listed in 9-03.8(2) Va 2.5% minimum and 5.5% maximum These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit for aggregate shall not exceed the limits of the control point’s section, except the tolerance limits for sieves designated as 100% passing will be 99-100. 9-03.22 Cement-based Grout for Abandoning Existing Utilities (Additional Section) Section 9-03.22 is a new section: (******) The Contractor shall submit a mix proposal that has flow characteristics appropriate for filling a utility pipeline. The mix proposal for “Cement-base Grout for Abandoning Existing Utilities” shall be approved by the Engineer prior to commencing work on this item. Cement-based Grout for Abandoning Existing Utilities shall be equal to a 1-sack mix and the materials shall conform to the following: Cement: This material shall be Portland cement as specified in section 9-01. AGENDA ITEM #6. o) 11/4/2020 190 Aggregate: This material shall meet the requirements for fine aggregate as specified in Section 9-03.1. Water: Water shall conform to the provisions of Section 9-25.1. Minimum Strength: 100 psi 9-05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 9-05.4 Steel Culvert Pipe and Pipe Arch (RC) Section 9-05.4 is revised with the following: (******) Steel culvert pipe and pipe arch shall meet the requirements of AASHTO M 36, Type I and Type II. Welded seam aluminum coated (aluminized) corrugated steel pipe and pipe arch with metallized coating applied inside and out following welding is acceptable and shall be asphalt treatment coated. 9-05.7(2) Reinforced Concrete Storm Sewer Pipe (RC) Section 9-05.7(2) is replaced by the following: (******) Reinforced Concrete Storm Sewer pipe shall conform to the requirements of ASTM C-76 and shall be Class IV. Cement used in the manufacture of reinforced concrete pipe shall be Type II in conformance with ASTM C150. No admixture shall be used unless otherwise specified. 9-05.7(2)A Basis for Acceptance (RC) Section 9-05.7(2)A is supplemented with the following: (******) All pipe shall be subject to (1) a three-edge-bearing strength (D-load) test in accordance with ASTM C76; and (2) a hydrostatic test of rubber gasket joints in accordance with ASTM C361 or AWWA C302 except test pressure shall be 5 psi. 9-05.7(3) Concrete Storm Sewer Pipe Joints (RC) Section 9-05.7(3) is replaced by the following: (******) Joint assembly design shall be reinforced concrete bell and spigot type incorporating a fully retained single rubber gasket in accordance with ASTM C361 or AWWA C302. Rubber gasket material shall be neoprene. 9-05.7(4) Testing Concrete Storm Sewer Pipe Joints (RC) Section 9-05.7(4) is supplemented with the following: (******) Hydrostatic testing of rubber gasket joints shall be performed in accordance with ASTM C361 or AWWA C302 except test pressure shall be 5 psi. AGENDA ITEM #6. o) 11/4/2020 191 9-05.9 Steel Spiral Rib Storm Sewer Pipe (RC) Section 9-05.9 is replaced with: (******) The manufacturer of spiral rib storm sewer pipe shall furnish the Engineer a Manufacturer's Certificate of Compliance stating that the materials furnished comply in all respects with these Specifications. The Engineer may require additional information or tests to be performed by the Contractor at no expense to the City. Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated either by using a continuous helical lock seam or a continuous helical welded seam paralleling the rib. Steel spiral rib storm sewer pipe shall be manufactured of metallic coated (aluminized or galvanized) corrugated steel and inspected in conformance with Section 9-05.4. The size, coating, and metal shall be as shown in the Plans or in the Specifications. For spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be essentially rectangular and shall be 3/4 inch plus two times the wall thickness (2t) plus or minus 1/8 inch (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum vertical distance from the outside of pipe wall immediately adjacent to the lockseam or stiffener to the top surface of rib). The maximum spacing of the ribs shall be 11.75 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be a minimum of 0.10 inch and a maximum of 0.17 inch. If the sheet between adjacent ribs does not contain a lockseam, a stiffener shall be included midway between ribs, having a nominal radius of 0.25 inch and a minimum height of 0.20 inch toward the outside of the pipe. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. When required, spiral rib or narrow pitch spiral rib pipe shall be bituminous treated or paved. The bituminous treatment for spiral rib pipe shall conform to the requirements of Sections 9-05.4(3) and 9-05.4(4). For narrow pitch spiral rib sewer pipe, the helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be .375 inch + 1/8 inch wide (measured outside to outside) and a minimum of .4375 inch high (measured as the minimum vertical distance of ribs shall be 4.80 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of + 10 percent. 9-05.12 Polyvinyl Chloride (PVC) Pipe Section 9-05.12(3) is a new additional section: (******) Gravity sewer pipe shall be as specified herein and as shown on the Plans. The Contractor shall provide one electronic copy of the pipe manufacturer’s technical literature including tables of dimensional tolerances to the Engineer. Any pipe found to have dimensional tolerances in excess of those prescribed or having defects, which prevent adequate joint seal or any other damage, shall be rejected. If requested by the Engineer, not less than three nor more than five lengths of pipe for each AGENDA ITEM #6. o) 11/4/2020 192 size, selected from stock by the Engineer, shall be tested as specified for maximum dimensional tolerance or the respective pipe. Materials shall meet the requirements of the following sections: PVC sewer pipe – Section 9-05.12(1) PVC (C900/C905) sewer pipe – Section 9-30.1(5)A All pipe shall be clearly marked with type, class, and thickness. Lettering shall be legible and permanent under normal conditions of handling and storage. 9-05.14 ABS Composite Sewer Pipe Section 9-05.14 is deleted in its entirety (******) 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe Section 9-05.17 is replaced with: (******) Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated by using a continuous helical lock seam with a seam gasket. For spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch wide by 3/4 inch deep with a nominal spacing of 7-1/2 inches center to center. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. For narrow pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 0.375 inch + 1/8 inch wide (measured outside to outside) and a minimum spacing of ribs shall be 4.80 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of + 10 percent. For wide pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch + 1/8 inch wide (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum vertical distance from the outside of pipe wall to top surface of the rib). The maximum spacing of ribs shall be 11.75 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of + 10 percent. 9-05.20 Corrugated Polyethylene Storm Sewer Pipe (CPEP) Section 9-05.19 is replaced with the following: (******) 9-05.20(1) Description Corrugated Polyethylene Pipe (CPEP) shall be corrugated high-density polyethylene pipe with smooth internal wall manufactured by Advanced Drainage Systems (ADS), or approved equivalent. AGENDA ITEM #6. o) 11/4/2020 193 9-05.20(2) Pipe Material and Fabrication CPEP shall be in conformance with the latest version of ASTM F 667 or AASHTO M 294, Type S. 9-05.20(3) Fittings and Gaskets Fittings shall be gasketed PVC fittings. Gaskets shall conform to ASTM F 477. Fittings shall conform to ASTM F 1536 or ASTM D 3212. Fittings shall be manufactured by Nyloplast USA, Inc., or approved equivalent. 9-05.20(4) Installation Pipe and fittings shall be installed per the manufacturer's recommendations. Lubricate gasket and fitting socket with manufacturer-approved lubricant prior to pushing pipe into fitting. 9-05.24 Polypropylene Culvert Pipe, Polypropylene Storm Sewer Pipe, and Polypropylene Sanitary Sewer Pipe This sections content is deleted and replaced with the following: (******) All joints for polypropylene pipe shall be made with a bell/bell or bell and spigot coupling and shall conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. All gaskets shall be factory installed on the pipe in accordance with the producer’s recommendations. Qualification for each producer of polypropylene storm sewer pipe requires joint system conformance to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477 and a formal quality control plan for each plant proposed for consideration. A Manufacturer’s Certificate of Compliance shall be required and shall accompany the materials delivered to the project. The certificate shall clearly identify production lots for all materials represented. The Contracting Agency may conduct verification tests of pipe stiffness or other properties it deems appropriate. This section is supplemented with the following new sub-sections: 9-05.24(1) Polypropylene Culvert Pipe and Storm Sewer Pipe Polypropylene culvert and storm sewer pipe shall conform to the following requirements: 1. For dual wall pipe sizes up to 30 inches: ASTM F2736. 2. For triple wall pipe sizes from 30 to 60 inches: ASTM F2764. 3. For dual wall profile pipe sizes 36 to 60 inches: AASHTO MP 21, Type S or Type D. 4. Fittings shall be factory welded, injection molded or PVC. 9-05.52 Dense Foam Section 9-05.52 is a New Section as follows: (******) Dense foam shall be Ethafoam HS 600 high density, polyethylene foam, as manufactured by Dow Chemical Company, or approved equivalent. AGENDA ITEM #6. o) 11/4/2020 194 9-08 PAINTS AND RELATED MATERIALS 9-08.9 Manhole Coating System Products Section 9-08.8 is a new section and subsections: (******) 9-08.8(1) Coating Systems Specification A. High Solids Urethane Coating System: C1 Coating Material: High Solids Urethane Surfaces: Concrete Surface Preparation: In accordance with SSPC SP-7 (Sweep or brush off blast) Application: Shop: The drying time between coats shall not exceed 24 hours in any case System Thickness: 3.0-4.0 mils dry film Coatings: Primer: One coat of Wasser MC-Shieldcoat 100 high solids urethane (1.5-2.0 DFT) Finish: One coat of Wasser MC-Shieldcoat 100 (min. 1.5-2.0 DFT) Color: White 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.1(1) Topsoil Type A Section 9-14.1(1) is supplemented with the following: (******) Planting soil / topsoil shall consist of loose, moderately well-drained, friable soil of sandy loam texture, free of ice, snow and rubbish with no admixture of refuse or material toxic to plant growth. Soil shall be reasonably free of stones, lumps, roots, and weeds or similar objects. Topsoil should be fertile and free-flowing (pulverized). Topsoil shall be Mycorrhizae inoculated. Topsoil shall meet the following parameters: Parameter Range pH 6.7-7.5 Moisture Content 25%-55% Soluble Salts 2.5 mmhos/(dS) Coarse Sand 50%max (by weight) Clay 25%max (by weight) Silt 15%max (by weight) Organic matter 10%max (by weight) AGENDA ITEM #6. o) 11/4/2020 195 9-14.6(8) Sod Section 9-14.6(8) is supplemented with the following: (******) Sod shall be nursery-grown (farm-grown) under climatic conditions similar to or hardier than those at the site. Sod shall have normal habit of growth and be healthy, vigorous and free of disease, insects, insect eggs and larvae. Sod material shall meet or exceed the specification of Federal, State and local laws requiring inspection for plant disease and insect control. Sod: Non-net “Premium Shadow Master” Sod Mixture from Emerald Turfgrass Farms, Inc., Sumner, WA, Ph: 253 838 9911 or 425 641 0608, or approved equal. Approved equal must be from a local grower and be established in growing sod in sandy loam soils. Sod grown in heavy clay soils is not acceptable. All required certifications apply for “approved equal”. Sod shall contain 65% perennial turf-type ryegrass by weight and 35% hard fescue by weight. 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES 9-23.9 Fly Ash (RC) Section 9-23.9 is revised with the following: (******) Fly ash shall not be used around water lines. 9-30 WATER DISTRIBUTION MATERIALS 9-30.1 Pipe Section 9-30.1 is supplemented and revised with the following: (******) All materials for water distribution and transmission shall be new and undamaged. Prior to ordering any pipe and fittings to be used in a potable water supply, the Contractor shall submit the material source as required by Section 1-06.1 of the Standard Specifications. All direct and indirect drinking water system components which come in contact with potable water shall have National Sanitation Foundation (NSF) certification. All pipe and fittings shall be clearly marked with the manufacturer’s name, type, class, and thickness as applicable and shall be marked on the component at the place of manufacture. Marking shall be legible and permanent under normal conditions of handling and storage. 9-30.1(1) Ductile Iron Pipe Section 9-30.1(1) is revised with the following: (******) 1. Ductile iron pipe shall be centrifugally cast in 18 or 20 foot nominal lengths and meet the requirements of AWWA C151. Ductile iron pipe shall have a double thick cement mortar lining and a 1-mil thick seal coat meeting the requirements of AWWA C104. Ductile iron pipe shall be minimum Standard Thickness Class 52 or the thickness class as shown in the Plans. Flanged ductile iron pipe shall be Class 53 per AWWA C115. 2. Non-restrained joint shall be rubber gasket, push-on type joint (Tyton) or mechanical joint (M.J.) conforming to AWWA C111, unless otherwise specified. 3. Restrained joints shall be as specified in Section 9-30.2(6). AGENDA ITEM #6. o) 11/4/2020 196 4. Flanged joints shall conform to ANSI B16.1, class 125 drilling pattern, rated for 250 psi working pressure. Flanged ductile iron pipe shall be Class 53 per AWWA C 115. Thicker Classes are acceptable. The Contractor shall furnish certification from the manufacturer of the pipe and gasket being supplied that the inspection and all of the specified tests have been made and the results thereof comply with the requirements of the above referenced standards. 9-30.1(2) Polyethylene Encasement Section 9-30.1(2) is supplemented and revised with the following: (******) Polyethylene encasement (plastic film wrap) shall be eight mil polyethylene, tube type conforming to AWWA C105. All ductile iron pipes and fittings shall be installed with a polyethylene encasement, tube-type and in black color. 9-30.2 Fittings 9-30.2(1) Ductile Iron Pipe Section 9-30.2(1) is supplemented and revised with the following: (******) Fittings for ductile iron pipe shall be ductile iron conforming to AWWA C110, and AWWA C111 or AWWA C153 and shall be cement-lined conforming to AWWA C104. All water main fittings shall be ductile iron, short body, cement lined and for pressure rating of 350 psi for mechanical joint fittings and 250 psi for flange joint fittings, unless otherwise specified. Metal thickness and manufacturing process shall conform to applicable portions of ANSI/AWWA C110/A21.10. Mechanical joint, ductile iron, compact fittings 24 inches and less shall conform to ANSI A21.53 (AWWA C153). Flanged fittings, cast or ductile iron, shall conform to ANSI B16.1, class 125 drilling pattern. Ductile iron fittings include: tees, crosses, wyes, bends, adapters, sleeves, plugs, caps, offsets, reducers, and ells. Rubber gaskets for push-on joints (Tyton) or mechanical joint (M.J.) shall conform to ANSI A21.11 / AWWA C111. Gasket materials for flange joints shall be neoprene, Buna N, chlorinated butyl, or cloth-inserted rubber suitable for pressurized water service purposes. Type of connections shall be specified as push-on joint (Tyton), mechanical joint (M.J.), plain end (P.E.), flanged (FL), restrained joint (RJ) and threaded. Sleeves less than 12 inches in diameter shall be 12 inches minimum length and shall be mechanical joint. Sleeves greater than 12 inches in diameter shall be of the long body type and shall be 15 inches minimum length and shall be mechanical joint. Where ductile iron pipe is to be joined to existing cast iron pipe of the same nominal size and the outside diameter of the existing cast iron pipe is 0.05 inches or less from the outside diameter of the ductile iron pipe being joined, the pipe shall be joined with a mechanical joint sleeve. Where ductile iron pipe is to be joined to existing cast iron pipe of the same nominal size and the outside diameter of the existing cast iron pipe conforms to AWWA 1908 classifications A, B, C, D, or F, AGENDA ITEM #6. o) 11/4/2020 197 the pipe shall be joined with a transition mechanical joint sleeve having a single-piece casting. Threaded pipe and flanges combinations shall not be used. Bolts in piping and fittings shall be malleable iron, Cor-ten or stainless steel. Bolts and nuts for flanged pipe and fittings shall conform in size and length with ANSI/AWWA C111/A21.11. Stainless steel bolts shall meet the requirements of ASTM A-307, Grade A. Shackle rods shall be Cor-ten or stainless steel all thread 316SS. Stainless steel nuts and bolts shall be type 316SS. Contractor shall provide Manufacturer’s Certificate of Compliance in accordance with Section 1-06.3 Manufacturer’s Certificate of Compliance of the Standards Specifications for all fittings and bolts to be used. 9-30.2(2) Galvanized Iron Pipe Section 9-30.2(2) is a new section and shall read as follows: (******) Where galvanized iron pipe is specified, the pipe shall be standard weight, Schedule 40, steel pipe per Standard Specifications for black and hot-dipped, zinc coated (galvanized) welded and seamless steel pipe for ordinary uses (ASTM A-120). Fittings shall be screwed malleable iron galvanized per ANSI B16.3. 9-30.2(3) Steel Casing Pipe Section 9-30.2(3) is a new section and shall read as follows: (******) Steel casing shall be black steel pipe conforming to ASTM A 53. Before installation, coat casing exterior with shop-applied anticorrosive coating conforming to AWWA C210. Minimum coating thickness shall be 16 mils dry film thickness (DFT); however, thickness shall not exceed manufacturer’s recommended thickness. Coating type shall be a polyamide epoxy-coal tar equal to Tnemec Hi-Build Theme-Tar, Series 46H-413. Casing wall thickness shall be 0.250 inch for casings 24 inches or less in diameter and 0.375 inch for casings over 24 inches in diameter. Carrier pipe for water main shall be Restrained Joint Ductile Iron, Class 52. (******) 9-30.2(4) Spacers and Seals for Steel Casing Pipe Casing spacers shall be “centered positioning” type bands at least 12 inch in width, and shall be either stainless steel or heavy duty fusion bonded epoxy coated steel. Runners shall be 2-inch wide glass reinforced plastic securely bonded to the spacer, and shall be aligned on the spacer along the axis of insertion of the water main into the casing pipe. Runner length shall approximate the width of the spacer. Securing the spacer to the water main shall be in accordance with the manufacturer’s instruction. The height of the risers and runners combined shall be sufficient to keep the carrier pipe bell, couplings or fittings at least 0.75 inch from the casing pipe wall at all times and provide at least 1-inch clearance between the runners and the top of the casing wall, to prevent jamming during installation. AGENDA ITEM #6. o) 11/4/2020 198 Acceptable spacers and end seals manufacturers are Pipeline Seal and Insulator model S12G-2 for stainless steel and model C12G-2, C8G-2 for fusion-bonded and coated steel, Cascade Waterworks Mfg. Co., Advance Products & Systems, Inc. or approved equal. 9-30.2(6) Restrained Joint Section 9-30.2(6) including title isdeleted and replaced with with the following: (******) 9-30.2(6) Restrained Joint Pipe and Fittings Restrained joints (RJ) ductile iron pipe and fittings, where required on the plans, shall be flexible after assembly and be able to be disassembled. Restrained joints shall meet the following criteria: 1. The restrained joint shall have a positive metal to metal contact locking system without the use of gripping teeth. Gaskets for push-on joint pipe with integrally molded steel or metal teeth or locking segments shall not be allowed as substitutes for restrained-joint pipes. 2. The joint restraint system for the pipe shall be the same as the joint restraint system for the pipe fittings, except as provided in item 4 below. 3. The joint restraint system for the pipe shall be boltless. 4. Where restrained joint fittings required on the plans cannot be furnished or where restrained jointed fittings are required in areas that are known to be subject to location adjustments, the Contractor may submit a lay plan showing mechanically jointed fittings with wedge restraint glands for approval. Mechanically jointed pipe with wedge restraint glands shall not be substituted for restrained joint pipe. Wedge Restraint Glands Wedge restraint glands shall conform to AWWA C111, ASTM A 536-80 Grade 65-42-12. All bolts and wedges shall be ductile iron. Wedge shall be heat-treated to a minimum 370 BHN. Wedge restraint glands shall be rated for 350 psi for pipe 12 inch in diameter and smaller. 9-30.2(7) Bolted, Sleeve-Type Couplings for Plain End Pipe Section 9-30.2(7) is revised with the following: (******) Transition couplings, reducing couplings, transition reducing couplings, sleeves, flexible couplings for water main shall be compression type by pipe manufacturer: Romac or Ford or approved equal. Bolts and nuts shall be high strength, low alloy steel, corrosion resistant per AWWA C111. Stainless steel bolts require anti-seize compound. Heavy hex nuts shall be used. The long body pattern with a minimum center ring or center sleeve length of 12-inches for pipe less than 12 inches in diameter and equal to or greater than the pipe diameter for pipe greater than 12 inches in diameter. Solid sleeves (greater than 12 inch diameter) shall be a 15 inch minimum length. 9-30.3 Valves Section 9-30.3 is supplemented and revised with the following: (******) The valves shall be a standard pattern of a manufacturer whose products are approved by the Engineer and shall have the name or mark of the manufacturer, year valve casting was made, size and working pressure plainly cast in raided and legible letters on the valve body. All valves shall be NSF AGENDA ITEM #6. o) 11/4/2020 199 approved and valve bodies shall be ductile iron. All valves shall be stamped with “NSF APPROVED” and “DI”. Where a valve is required to operate in a higher pressure environment than the Class of valve specified in Section 9-30.3, the class of valve shall be as specified in the Contract. 9-30.3(1) Gate Valves (3 inches to 16 inches) Section 9-30.3(1) is supplemented and revised with the following: (******) All valve material shall be new and undamaged. Unless otherwise approved by the Engineer, the same manufacturer of each item shall be used throughout the work. All gate valves shall be ductile iron body, bronze mounted, resilient seat, non-rising stem and shall be equipped with a standard two (2) inch square operating nut and O-ring stem seals. Valves shall open counterclockwise when viewed from above. Valves shall be designed for a minimum water operating pressure of 200 PSI. Resilient seated gate valves shall be manufactured to meet or exceed the requirements of AWWA Standard C-509 and C-515 latest revisions. Valve ends shall be mechanical joints, flanged joints or mechanical by flanged joints as shown on the project plans. Where restrained joints are called out, valve ends shall be flanged with appropriate flange by restrained joint adapters. All gate valves shall include an 8" x 24" cast iron gate valve box and extensions, as required. A valve stem extension is required where the valve operating nut is more than 3 feet below finished grade. Valve stem extensions are to be a minimum of 1 foot with only one extension per valve in shall be installed in accordance to the City of Renton standard plans. Acceptable gate valves are Clow, M & H/Kennedy, American Flow Control (ACIPCo), Pratt/Mueller, US Metroseal or approved equal in sizes 16 inches and less. Approval of valves other than models specified shall be obtained prior to bid opening. 9-30.3(3) Butterfly Valves Section 9-30.3(3) is supplemented and revised with the following: (******) In addition to the requirements of section 9-30.3, water main butterfly valves shall conform to AWWA C504 and shall be Class 150B. The valve shall be short-body type and shall have flanged ends. Flanged ends shall be sized and drilled in conformance with ANSI B16.1 Class 125. Valve shall be suitable for direct bury and shall have a stem extension with AWWA 2-inch square operating nut and suitable valve box. All butterfly valves bodies and discs shall be ductile iron. The butterfly valves shall be manufactured by Henry Pratt Company, Mueller, DeZurick, Mosser Valve Division of Olsen Technologies, Dresser 450, Pratt Groundhog or approved equal. AGENDA ITEM #6. o) 11/4/2020 200 9-30.3(4) Valve Boxes Section 9-30.3(4) is supplemented and revised with the following: (******) Valve boxes shall be installed on all buried valves. The box and lid shall be cast iron, 2-piece slip type with cast iron extension as necessary, conforming to the City of Renton latest standard plans. The cover shall have the word “WATER” cast in it and shall have cast-iron “ears” installed in the direction of the main. Valve box extension pieces shall be provided for valves with groundcover in excess of the depth of the standard valve box. Acceptable manufacturers of valves boxes and covers are Olympic Foundry, Inc., EJCO, Rich (Varnish Casting Corp.) 9-30.3(5) Valve Marker Posts Section 9-30.3(5) is supplemented and revised with the following: (******) Valve markers shall be Carsonite composite utility marker .375"x 6'-0" or approved equal with blue label "water”. The valve markers shall be installed in conformance with the City of Renton Standard Plans. 9-30.3(6) Valve Stem Extensions Section 9-30.3(6) is supplemented and revised with the following: (******) Valve stem extensions shall have a 2-inch square operating nut and self-centering rockplate. A valve stem extension is required where the valve operating nut is more than 3 feet below finished grade. Valve stem extensions are to be a minimum of 1 foot with only one extension per valve in shall be installed in accordance to the City of Renton standard plans. 9-30.3(7) Combination Air Release/Air Vacuum Valves Section 9-30.3(7) is supplemented and revised with the following: (******) Combination air release/air vacuum valves shall comply with the requirements of ANSI/AWWA C512. Air and vacuum release valves shall be APCO No. 143C- Valve and Primer Corp, "Heavy-Duty," combination air release valve, Val-Matic No. 201C, Crispin UL10 or approved equal. Installation shall be per the City of Renton Standard Details, latest revision. Piping and fitting shall be copper or brass. Location of the air release valve as show on the plans is approximate. The installation shall be set at the actual high point of the line. 9-30.3(8) Tapping Sleeve and Valve Assembly Section 9-30.3(8) is supplemented and revised with the following: (******) Tapping sleeves shall be cast iron, ductile iron, or epoxy coated steel. Bolt and nuts shall be Cor-Ten or stainless steel. 9-30.3(9) Blow-Off Assembly Section 9-30.3(9) is a new section: (******) Installation of blow-off assembly shall be per City of Renton Standard Details, latest revision. Pipe and fittings shall be galvanized. Blow-off assembly shall be installed at location(s) shown on the plans. AGENDA ITEM #6. o) 11/4/2020 201 Temporary blow-off assembly on new dead-end water main shall be installed at location shown on the plans. Temporary blow-off assemblies for testing and flushing of the new water mains will not be included under this item and shall be considered incidental to the contract and no additional payment shall be made. 9-30.5 Hydrants Section 9-30.5 is supplemented and revised with the following: (******) Fire hydrants shall conform to AWWA C502 and shall be of standard manufacture and of a pattern approved by the City of Renton. The name or mark of the manufacturer, size of the valve opening and year made shall be plainly cast in raised letters on the hydrant barrel to be visible after the hydrant is installed. Hydrants of the following manufacture and pattern have been approved by the City of Renton. Clow Medallion, M&H 929, Mueller Centurion Model A-423, Waterous Pacer, American Darling Model B-62B, Kennedy K81D Guardian, East Jordan WaterMaster 5CD250. 9-30.5(1) End Connections Section 9-30.5(1) is revised with the following: (******) Hydrant end connections shall be mechanical joint connection unless otherwise specified in the description of the bid of proposal. 9-30.5(2) Hydrant Dimensions Section 9-30.5(2) is replaced with the following: (******) Fire hydrants shall have a valve opening with minimum diameter of 5-1/4 inches, “O” ring stem seal, two 2-1/2 inches National Standard Thread (N.S.T.) hose nozzle connections, one 4-inches pumper port connection with City of Seattle standard threats and with a 4.875” Seattle thread x 5” Storz adapter attached with a 1/8” stainless steel cable. The shoe connection and hydrant connection inside pipe size and auxiliary gate valve shall be 6 inches, mechanical joint with lugs. The operating nut and port cap nuts are 1-1/4-inch pentagonal. Hydrant restraint system shall be two 3/4-inch diameter Cor-Ten steel shackle rods with a poured in place concrete thrust block behind the hydrant shoe. If a wedge restraint system is used in lieu of shackle rods, mechanical joint pipe shall be used. Hydrants shall be provided with a breakaway flange assembly and be equipped with breaking devices at the sidewalk. The hydrant curb stand section of the hydrant that is above ground including all exposed surfaces of the breakaway flange shall be painted with 2 field coats of paint Kelly-Moore Luxlite or approved equal in Safety Yellow color. Fire hydrants shall be installed per City of Renton Standard Details for fire hydrants, latest revisions. AGENDA ITEM #6. o) 11/4/2020 202 9-30.6 Water Service Connections (2 Inches and Smaller) 9-30.6(3) Service Pipes 9-30.6(3)B Polyethylene Pipe Section 9-30.6(3)B is revised to read as follows: (******) Polyethylene pipe shall not be used. 9-30.6(4) Service Fittings Section 9-30.6(4) has been revised with the following: (******) Fittings used for copper tubing shall be compression type with gripper ring. 9-30.6(5) Meter Setters Section 9-30.6(5) has been supplemented with the following: (******) Meter setters shall be installed per the City of Renton Standard Details for water meters, latest revision. 9-30.6(7) Meter Boxes Section 9-30.6(7) has been supplemented with the following: (******) Meter boxes shall be installed per the City of Renton Standard Details for water meters, latest revision. SECTION 10 10-01 MARKING PAINT REMOVAL The permittee will be required to remove utility locate marks on sidewalks only within the Downtown Core Area. The permittee shall remove the utility locate marks within 14 days of job completion. AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) APPENDICES | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 Appendix K CIP DETAIL SHEETS AGENDA ITEM #6. o) AGENDA ITEM #6. o) Unprotect password: CIP Capital Improvement Program Summary (Current Dollars)Capital Improvement Projects Project ID Project Name Project Type Short-term Long-term Pump Station (2020-2025)(2030-2039)LS-01 Lift Station Rehabilitation Cross Category 9,350,000$ 630,000$ 9,980,000$ LS-02 Forcemain Rehabilitation/Replacement Maintenance 14,740,000$ 49,470,000$ 64,210,000$ LS-03 Telemetry Upgrade Planning 2,880,000$ 2,000,000$ 4,880,000$ LS-04 Devil's Elbow Stream Bank Study Total Cost 26,970,000$ 52,100,000$ 96,870,000$ LS-05 Kennydale Lakeline Sewer Upgrade Annual Cost 4,495,000$ 5,210,000$ 4,844,000$ LS-06 Kennydale Lakeline Renewal LS-07 Low and Moderately-Low Risk Lift Station and FM Rehabilitation LS-08 Moderately-High and High Risk Lift Station and FM Rehabilitation Pipeline P-01 2020 Sanitary Sewer Main Replacement/Rehabilitation P-02 2021 Sanitary Sewer Main Replacement/Rehabilitation P-03 2022 Sanitary Sewer Main Replacement/Rehabilitation P-04 2023 Sanitary Sewer Main Replacement/Rehabilitation P-05 2024 Sanitary Sewer Main Replacement/Rehabilitation P-06 2025 Sanitary Sewer Main Replacement/Rehabilitation P-07 2026-2029 Sanitary Sewer Main Replacement/Rehabilitation P-08 2030-2039 Sanitary Sewer Main Replacement/Rehabilitation P-09 Sewer Capacity Improvements P-10 Flow Monitoring Program P-11 I/I Evaluation Program General G-01 Wastewater Operations Master Plan $20,160,000 21%G-02 Long-Range Wastewater Management Plan $71,510,000 74%G-03 Sanitary Sewer Hydraulic Model $5,200,000 5%G-04 Miscellaneous/Emergency Projects $96,870,000 100% $3,480,000 13% $21,090,000 78% $2,400,000 9% $26,970,000 100% $14,110,000 37% $35,990,000 9% $2,000,000 8% $52,100,000 100% Total CIP Cost Estimate City of Renton Long-Range Wastewater Management Plan Capital Improvement Program CIP Phasing Total Lift Station Total Short-Term Long-Term Total Lift Station Pipeline General Lift Station Pipeline General Pipeline General Lift Station , $20,160,000 , 21% Pipeline, $71,510,000 , 74% General , $5,200,000 , 5% Cost by Project Category Lift Station , $3,480,000 , 13% Pipeline 78% General 9% Cost by Project Category (Short-Term) Lift Station , $14,110,000 , 27% Pipeline, $35,990,000 , 69% General , $2,000,000 , 4% Cost by Project Category (Long-Term) AGENDA ITEM #6. o) AGENDA ITEM #6. o) 0CIP Phasing (Current Dollars)Project2028 Short-termMedium-termLong-termEnter Cost Type Here:Current Dollars(2020-2025)(2026-2029)(2030-2039)$20,160,000$3,000,000$180,000$0$300,000$0$0$650,000$640,000$640,000$640,000$3,480,000$2,570,000$14,110,000LS-01$900,000$900,000$0$0$0$0$0$0$0$0$0$900,000$0$0LS-02$400,000$400,000$0$0$0$0$0$0$0$0$0$400,000$0$0LS-03$300,000$0$0$0$300,000$0$0$0$0$0$0$300,000$0$0LS-04$180,000$0$180,000$0$0$0$0$0$0$0$0$180,000$0$0LS-05$1,700,000$1,700,000$0$0$0$0$0$0$0$0$0$1,700,000$0$0LS-06$8,000,000$0$0$0$0$0$0$0$0$0$0$0$0$8,000,000LS-07$6,110,000$0$0$0$0$0$0$0$0$0$0$0$0 $6,110,000LS-08$2,570,000$0$0$0$0$0$0 $650,000 $640,000 $640,000 $640,000$0 $2,570,000$0Pipelines$71,510,000$1,500,000$3,450,000$4,830,000$3,780,000$3,720,000$3,810,000$3,810,000$3,540,000$3,540,000$3,540,000$21,090,000$14,430,000$35,990,000P-01$1,500,000$1,500,000$0$0$0$0$0$0$0$0$0$1,500,000$0$0P-02$2,000,000$0$2,000,000$0$0$0$0$0$0$0$0$2,000,000$0$0P-03$2,000,000$0$0$2,000,000$0$0$0$0$0$0$0$2,000,000$0$0P-04$2,000,000$0$0$0$2,000,000$0$0$0$0$0$0$2,000,000$0$0P-05$2,000,000$0$0$0$0$2,000,000$0$0$0$0$0$2,000,000$0$0P-06$3,540,000$0$0$0$0$0$3,540,000$0$0$0$0$3,540,000$0$0P-07$14,160,000$0$0$0$0$0$0 $3,540,000 $3,540,000 $3,540,000 $3,540,000$0 $14,160,000$0P-08$35,360,000$0$0$0$0$0$0$0$0$0$0$0$0 $35,360,000P-09$5,800,000$0$1,450,000$1,450,000$1,450,000$1,450,000$0$0$0$0$0$5,800,000$0$0P-10$1,470,000$0$0$330,000$330,000$270,000$270,000$270,000$0$0$0$1,200,000$270,000$0P-11$1,680,000$0$0$1,050,000$0$0$0$0$0$0$0$1,050,000$0$630,000General$5,200,000$500,000$500,000$500,000$200,000$500,000$200,000$200,000$200,000$200,000$200,000$2,400,000$800,000$2,000,000G-01$300,000$300,000$0$0$0$0$0$0$0$0$0$300,000$0$0G-02$300,000$0$0$0$0$300,000$0$0$0$0$0$300,000$0$0G-03$600,000$0$300,000$300,000$0$0$0$0$0$0$0$600,000$0$0G-04$4,000,000$200,000$200,000$200,000$200,000$200,000$200,000$200,000$200,000$200,000$200,000$1,200,000$800,000$2,000,000CIP Total (Current Dollars)$96,870,000 $5,000,000 $4,130,000 $5,330,000 $4,280,000 $4,220,000 $4,010,000 $4,660,000 $4,380,000 $4,380,000 $4,380,000 $26,970,000 $17,800,000 $52,100,000Annual Cost (Current Dollars)$4,844,000$5,000,000$4,130,000$5,330,000$4,280,000$4,220,000$4,010,000$4,660,000$4,380,000$4,380,000$4,380,000$4,495,000$4,450,000$5,210,000City of RentonLong-Range Wastewater Management PlanCapital Improvement Program (Current Dollars)Capital Improvement Program Summary (Current Dollars)Wastewater Operations Master PlanDevil's Elbow Stream Bank StudyTelemetry Upgrade2020 Sanitary Sewer Main Replacement/Rehabilitation2021 Sanitary Sewer Main Replacement/Rehabilitation2022 Sanitary Sewer Main Replacement/Rehabilitation2023 Sanitary Sewer Main Replacement/RehabilitationI/I Evaluation ProgramFlow Monitoring ProgramForcemain Rehabilitation/Replacement2020 2021 2024 2029 2027 2026 2022 2023 2025 Long-Range Wastewater Management PlanSanitary Sewer Hydraulic ModelMiscellaneous/Emergency Projects2026-2029 Sanitary Sewer Main Replacement/Rehabilitation2030-2039 Sanitary Sewer Main Replacement/RehabilitationSewer Capacity Improvements Total CIP Cost Estimate Lift Station RehabilitationPump Stations2024 Sanitary Sewer Main Replacement/Rehabilitation2025 Sanitary Sewer Main Replacement/RehabilitationKennydale Lakeline Sewer UpgradeKennydale Lakeline RenewalLow and Moderately-Low Risk Lift Station and FM RehabilitationModerately-High and High Risk Lift Station and FM RehabilitationAGENDA ITEM #6. o) AGENDA ITEM #6. o) City of Renton Long-Range Wastewater Management Plan Capital Improvement Program Notes: 1 All costs are in 2019 dollars. Cost estimate made in:2020 2 Engineering News Report (ENR) U.S. 20-City Construction Cost Index for July 2019 is 11293 3 Cost estimates do not include costs for easements or ROW acquisition. 4 Cost estimates per foot of pipe before contingencies are as follows: 5 Allowances are used based upon planning level budgeting. Estimates will be refined based on subsequent studies 6 To update costs for inflation to future value, insert inflation rate here:3% 7 When considering cost inflation for long-term projects, timing is assumed to be 15 years from current date. Gravity Sewer Unit Costs Pipe Diameter Value Unit Notes 6"$330 LF 15' depth 8"$341 LF 15' depth 10"$352 LF 15' depth 12"$363 LF 15' depth 14"$374 LF 15' depth 16"$385 LF 15' depth 18"$396 LF 15' depth 24"$407 LF 15' depth CIPP Costs Pipe Diameter Value Unit Notes 6"$52.80 LF 8"$70.40 LF 10"$88.00 LF 12"$105.60 LF 14"$123.20 LF 16"$140.80 LF 18"$158.40 LF 21"$184.80 LF 24"$211.20 LF Force Main Cleaning Parameter Cost Unit Notes Force Main Rehab/Replacement 119,895$ FM Lift Station Unit Costs Parameter Cost Unit Notes Low to Moderately-Low R&R 138,400$ LS High to Moderately-High R&R 138,400$ LS City price may differ Cost Estimate Assumptions Renton CIP and Financial.xlsx Assumptions AGENDA ITEM #6. o) City of Renton Long-Range Wastewater Management Plan Capital Improvement Program Cost Estimate Assumptions Monitoring Costs Cost Unit Notes I&I Micro-Monitoring 5,000$ meter/month Depth Monitoring 2,000$ meter/month Condition Assessment 10$ LF Adjustment Factors Notes City Admin 10% Design 20% Construction 10% Scope Contingency 30% Level Five Cost Estimate Disclaimer: The cost estimates within this CIP tool are based on our perception of current conditions at the project location. This estimate reflects our professional opinion of accurate costs at this time and is subject to change as the project design matures. Carollo Engineers, Inc. has no control over variances in the cost of labor, materials, equipment; nor services provided by others, contractor's means and methods of executing the work or of determining prices, competitive bidding or market conditions, practices or bidding strategies. Carollo Engineers cannot and does not warrant or Renton CIP and Financial.xlsx Assumptions AGENDA ITEM #6. o) Project ID:LS-01 Project Cost (Current $):900,000$ Project Name:Project Cost (Future $):900,000$ Facility Type:Lift Station Project Timing:2020 to 2020 Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10% 20% 10% 30% 1 LS 900,000$ 900,000$ 900,000$ 900,000$ Notes on Cost Estimation: January 2019 LS-01 (1 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary Lift Station Rehabilitation The Wastewater Utility operates 20 lift stations throughout the City. At this point, the City is going into the maintenance/rehabilitation phase for each of the stations. In 2016, the City completed the process of evaluating the needs for each station. The second phase of full rehabilitation of lift stations began in 2017 and will be completed in 2020. The cost for this has been reported by the City at $0.9 M in 2020. Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $) Lift Station Rehabilitation Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab.Go to Assumptions Tab AGENDA ITEM #6. o) Project ID:LS-01 Project Cost (Current $):900,000$ Project Name:Project Cost (Future $):900,000$ Facility Type:Lift Station Project Timing:2020 to 2020 Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Capacity:100%900,000$ 2020 900,000$ 900,000$ R&R:0%-$ -$ -$ General Programmatic 0%-$ -$ -$ Total Project Cost 100%900,000$ 900,000$ 900,000$ Project Location:Notes: January 2019 LS-01 (2 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary Lift Station Rehabilitation Project Element Lift Station Rehabilitation Total Project Cost See full map on "Maps" tab.AGENDA ITEM #6. o) Project ID:LS-02 Project Cost (Current $):400,000$ Project Name:Project Cost (Future $):400,000$ Facility Type:Lift Station Project Timing:2020 to 2020 Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10% 20% 10% 30% 1 400,000$ 400,000$ 400,000$ 400,000$ Notes on Cost Estimation: January 2021 LS-02 (1 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary Forcemain Rehabilitation/Replacement The Wastewater Utility operates lift stations that each have their own FM that delivers the flow to the gravity system. While many of the lift stations have been either rehabilitated or replaced, their FMs often times were not. In 2016, a FM evaluation was completed that prioritized FMs. The replacement and rehabilitation of FMs identified began in 2016 and will be complete in 2020. The estimated cost is $400,000 in 2020. Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $) Forcemain Rehabilitation/Replacement Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab.Go to Assumptions Tab AGENDA ITEM #6. o) Project ID:LS-02 Project Cost (Current $):400,000$ Project Name:Project Cost (Future $):400,000$ Facility Type:Lift Station Project Timing:2020 to 2020 Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Capacity:100%400,000$ 2020 400,000$ 400,000$ R&R:0%-$ -$ -$ General Programmatic 0%-$ -$ -$ Total Project Cost 100%400,000$ 400,000$ 400,000$ Project Location:Notes: January 2021 LS-02 (2 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary Forcemain Rehabilitation/Replacement Project Element Forcemain Rehabilitation/Replacement Total Project Cost See full map on "Maps" tab.AGENDA ITEM #6. o) Project ID:LS-03 Project Cost (Current $):300,000$ Project Name:Project Cost (Future $):327,818$ Facility Type:Lift Station Project Timing:2023 to 2023 Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10% 20% 10% 30% 1 300,000$ 300,000$ 300,000$ 300,000$ Notes on Cost Estimation: January 2021 LS-03 (1 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary Telemetry Upgrade The telemetry and control system records and stores flow rates and alarms for each lift station, which is then monitored in a Supervisory Control and Data Acquisition (SCADA) system. SCADA can then be accessed by the operations and maintenance (O&M) team, as well as engineers, to help the City monitor infrastructure. This system occasionally experiences communication and other issues that result in data errors which can be critical at times. Automatically generated reports are a benefit of the updated SCADA. It is currently anticipated that the system will be updated every five years. The cost for this has been reported by the City to be $300,000 and is planned for 2023. Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $) Telemetry Upgrade Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab.Go to Assumptions Tab AGENDA ITEM #6. o) Project ID:LS-03 Project Cost (Current $):300,000$ Project Name:Project Cost (Future $):327,818$ Facility Type:Lift Station Project Timing:2023 to 2023 Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 0%-$ 2023 300,000$ 327,818$ Maintenance 0%-$ -$ -$ Planning 100%300,000$ -$ -$ Total Project Cost 100%300,000$ 300,000$ 327,818$ Project Location:Notes: January 2021 LS-03 (2 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary Telemetry Upgrade Project Element Telemetry Upgrade Total Project Cost See full map on "Maps" tab.AGENDA ITEM #6. o) Project ID:LS-04 Project Cost (Current $):182,000$ Project Name:Project Cost (Future $):187,460$ Facility Type:Lift Station Project Timing:2021 to 2021 Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10% 20% 10% 30% 1 100,000$ 100,000$ 10,000$ 20,000$ 10,000$ 42,000$ 182,000$ 182,000$ Notes on Cost Estimation: January 2021 LS-04 (1 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary Devil's Elbow Stream Bank Study It is recommended that the City monitor the condition of stream banks adjacent to the Devil’s Elbow lift station and evaluate alternatives to armor the bank to protect the lift station and FM. The timing for this project is recommended to be completed in the short-term. The FM length is 506 LF with 6 inch diameter. The Level 5 AACE estimated cost for this project is $180,000 in the short-term. Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $) Devil's Elbow Stream Bank Study Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab.Go to Assumptions Tab AGENDA ITEM #6. o) Project ID:LS-04 Project Cost (Current $):182,000$ Project Name:Project Cost (Future $):187,460$ Facility Type:Lift Station Project Timing:2021 to 2021 Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 0%-$ 2021 182,000$ 187,460$ Maintenance 0%-$ -$ -$ Planning 100%182,000$ -$ -$ Total Project Cost 100%182,000$ 182,000$ 187,460$ Project Location:Notes: January 2021 LS-04 (2 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary Devil's Elbow Stream Bank Study Project Element Devil's Elbow Stream Bank Study Total Project Cost See full map on "Maps" tab.AGENDA ITEM #6. o) Project ID:LS-05 Project Cost (Current $):1,700,000$ Project Name:Project Cost (Future $):1,700,000$ Facility Type:Lift Station Project Timing:2020 to 2020 Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10% 20% 10% 30% 1 P 1,700,000$ 1,700,000$ ----1,700,000$ 1,700,000$ Notes on Cost Estimation: January 2021 LS-05 (1 of 2) Kennydale Lakeline Sewer Upgrade Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab.Go to Assumptions Tab Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $) Go to CIP Summary Kennydale Lakeline Sewer Upgrade The Kennydale Lake Line Sewer System Improvement Project will allow long-term operation of the system. This program includes design and construction of a preferred alternative: 1. Lake Line System rehabilitation and repair or 2. Replacement with Individual Lift Stations. The City has budgeted a total of $1.7 M for 2019 and $1.7 M for 2020 for a total of $3.4 M for this effort. City of Renton Long-Range Wastewater Master Plan Capital Improvement Program AGENDA ITEM #6. o) Project ID:LS-05 Project Cost (Current $):1,700,000$ Project Name:Project Cost (Future $):1,700,000$ Facility Type:Lift Station Project Timing:2020 to 2020 Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 0%-$ 2020 1,700,000$ 1,700,000$ Maintenance 100%1,700,000$ -$ -$ Planning 0%-$ -$ -$ Total Project Cost 100%1,700,000$ 1,700,000$ 1,700,000$ Project Location:Notes: January 2021 LS-05 (2 of 2) See full map on "Maps" tab. Total Project Cost Go to CIP Summary Kennydale Lakeline Sewer Upgrade Project Element Kennydale Lakeline Sewer Upgrade City of Renton Long-Range Wastewater Master Plan Capital Improvement Program AGENDA ITEM #6. o) Project ID:LS-06 Project Cost (Current $):8,000,000$ Project Name:Project Cost (Future $):12,463,739$ Facility Type:Lift Station Project Timing:Long-term Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10% 20% 10% 30% 1 8,000,000$ 8,000,000$ 8,000,000$ 8,000,000$ Notes on Cost Estimation: January 2021 LS-06 (1 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary Kennydale Lakeline Renewal The Kennydale Lake Line Sewer System Evaluation identified multiple options for the replacing the system at the end of its usable life. For budgetary purposes, the least expensive option, Individual Lift Stations, for $8 M will be budgeted in the long-term. For additional details, see the 2019 Kennydale Lake Line Sewer System Evaluation Phase 2B and 3 Summary Report. Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $) Kennydale Lakeline Renewal Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab.Go to Assumptions Tab AGENDA ITEM #6. o) Project ID:LS-06 Project Cost (Current $):8,000,000$ Project Name:Project Cost (Future $):12,463,739$ Facility Type:Lift Station Project Timing:Long-term Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 0%-$ Long-term 2,666,667$ 4,154,580$ Maintenance 100%8,000,000$ Long-term 2,666,667$ 4,154,580$ Planning 0%-$ Long-term 2,666,667$ 4,154,580$ Total Project Cost 100%8,000,000$ 8,000,000$ 12,463,739$ Project Location:Notes: January 2021 LS-06 (2 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary Kennydale Lakeline Renewal Project Element Kennydale Lakeline Renewal Kennydale Lakeline Renewal Kennydale Lakeline Renewal Total Project Cost See full map on "Maps" tab.AGENDA ITEM #6. o) Project ID:LS-07 Project Cost (Current $):6,111,253$ Project Name:Project Cost (Future $):9,521,134$ Facility Type:Lift Station Project Timing:Long-term Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10%20%10%30% 13 LS 138,400$ 1,799,200$ 179,920$ 359,840$ 179,920$ 755,664$ 3,274,544$ 13 FM 119,895$ 1,558,632$ 155,863$ 311,726$ 155,863$ 654,625$ 2,836,709$ 6,111,253$ Notes on Cost Estimation: January 2021 LS-07 (1 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP SummaryLow and Moderately-Low Risk Lift Station and FM Rehabilitation This project addresses long-term renewal needs for existing facilities. Lift stations and FMs in the moderately-low to low risk categories are recommended to be evaluated for rehabilitation in the long-term, which are listed in Table 8.4. The recommended rehabilitation is consistent with the City’s historical Lift Station rehabilitation schedule. Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $) Lift Station Rehabilitation FM Rehabilitaton/Replacement Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab.Go to Assumptions Tab AGENDA ITEM #6. o) Project ID:LS-07 Project Cost (Current $):6,111,253$ Project Name:Project Cost (Future $):9,521,134$ Facility Type:Lift Station Project Timing:Long-term Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 0%-$ Long-term 3,274,544$ 5,101,633$ Maintenance 100%6,111,253$ Long-term 2,836,709$ 4,419,501$ Planning 0%-$ Total Project Cost 100%6,111,253$ 6,111,253$ 9,521,134$ Project Location:Notes: January 2021 LS-07 (2 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP SummaryLow and Moderately-Low Risk Lift Station and FM Rehabilitation Project Element Lift Station Rehabilitation FM Rehabilitaton/Replacement Total Project Cost See full map on "Maps" tab.AGENDA ITEM #6. o) Project ID:LS-08 Project Cost (Current $):2,568,691$ Project Name:Project Cost (Future $):8,110$ Facility Type:Lift Station Project Timing:2026 to 2029 Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10% 20% 10% 30% 5 LS 138,400$ 692,000$ 69,200$ 138,400$ 69,200$ 290,640$ 1,259,440$ 6 LF 119,895$ 719,368$ 71,937$ 143,874$ 71,937$ 302,135$ 1,309,251$ 2,568,691$ Notes on Cost Estimation: January 2021 LS-08 (1 of 2) Lift Station Rehabilitation FM Rehabilitation/Replacement Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab.Go to Assumptions Tab Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP SummaryModerately-High and High Risk Lift Station and FM Rehabilitation Lift stations and FMs that are moderately-high to high risk are recommended for rehabilitation in the long-term, which are listed in Table 8.5. The recommended rehabilitation is consist with the City’s historical Lift Station rehabilitation schedule. These stations are the Talbot Crest, Long, Wedgewood, Devil's Elbow, and Kensington Crest. Estimated cost of lift station rehabilitation is $1.26 M in the short term and medium term and $1.31 M in the long term for a total of $2.57 M. This does not include the rehabilitation of Lake WA No. 1 and Lake WA Flush Stations. AGENDA ITEM #6. o) Project ID:LS-08 Project Cost (Current $):2,568,691$ Project Name:Project Cost (Future $):8,110$ Facility Type:Lift Station Project Timing:2026 to 2029 Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 0%-$ 2026 642,173$ 2,026$ Maintenance 100%2,568,691$ 2027 642,173$ 2,027$ Planning 0%-$ 2028 642,173$ 2,028$ 2029 642,173$ 2,029$ Total Project Cost 100% 2,568,691$ 2,568,691$ 8,110$ Project Location:Notes: January 2021 LS-08 (2 of 2) Lift Station Rehabilitation See full map on "Maps" tab. Total Project Cost City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP SummaryModerately-High and High Risk Lift Station and FM Rehabilitation Project Element Lift Station Rehabilitation Lift Station Rehabilitation Lift Station Rehabilitation AGENDA ITEM #6. o) Project ID:Project Cost (Current $):-$ Project Name:Project Cost (Future $):-$ Facility Type:Pipe Project Timing:Long-term Developer Share:Inflation Rate:3% Project Description: This project is used to identify the annual cost of the Sanitary Sewer Main Replacement and Rehabilitation Program on spreadsheets P-06 to P-08. Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10%20%10%30% 1,432 LF 330$ 472,560$ 47,256$ 94,512$ 47,256$ 198,475$ 860,059$ 31,289 LF 341$ 10,669,549$ 1,066,955$ 2,133,910$ 1,066,955$ 4,481,211$ 19,418,579$ 1,759 LF 352$ 619,168$ 61,917$ 123,834$ 61,917$ 260,051$ 1,126,886$ 5,890 LF 363$ 2,138,070$ 213,807$ 427,614$ 213,807$ 897,989$ 3,891,287$ 2,490 LF 374$ 931,260$ 93,126$ 186,252$ 93,126$ 391,129$ 1,694,893$ 5,316 LF 385$ 2,046,660$ 204,666$ 409,332$ 204,666$ 859,597$ 3,724,921$ 2,151 LF 396$ 851,796$ 85,180$ 170,359$ 85,180$ 357,754$ 1,550,269$ 3,909 LF 407$ 1,590,963$ 159,096$ 318,193$ 159,096$ 668,204$ 2,895,553$ 7,590 LF 53$ 400,752$ 40,075$ 80,150$ 40,075$ 168,316$ 729,369$ 123,932 LF 70$ 8,724,778$ 872,478$ 1,744,956$ 872,478$ 3,664,407$ 15,879,095$ 11,354 LF 88$ 999,108$ 99,911$ 199,822$ 99,911$ 419,625$ 1,818,377$ 14,238 LF 106$ 1,503,480$ 150,348$ 300,696$ 150,348$ 631,462$ 2,736,334$ 297 LF 123$ 36,590$ 3,659$ 7,318$ 3,659$ 15,368$ 66,595$ 7,475 LF 141$ 1,052,480$ 105,248$ 210,496$ 105,248$ 442,042$ 1,915,514$ 4,169 LF 158$ 660,290$ 66,029$ 132,058$ 66,029$ 277,322$ 1,201,729$ 2,921 LF 185$ 539,708$ 53,971$ 107,942$ 53,971$ 226,678$ 982,269$ 5,179 LF 211$ 1,093,699$ 109,370$ 218,740$ 109,370$ 459,354$ 1,990,533$ 2,935 LF 10$ 29,350$ 2,935$ 5,870$ 2,935$ 12,327$ 53,417$ 34,360,262$ 62,535,677$ 29,964,658$ 2025 - 2039 3,535,711.79$ 53,035,677$ 1,997,643.84$ 3,535,711.79$ Notes on Cost Estimation: January 2021 6" Moderately-High Risk Gravity Sewer Rehabilitation 14" Moderately-High Risk Gravity Sewer Rehabilitation Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab. 50% of moderately-high risk pipes and 100% of high risk pipes are estimated to be replaced.Go to Assumptions Tab 8" Moderately-High Risk Gravity Sewer Rehabilitation 10" Moderately-High Risk Gravity Sewer Rehabilitation 12" Moderately-High Risk Gravity Sewer Rehabilitation 16" Moderately-High Risk Gravity Sewer Rehabilitation 18" Moderately-High Risk Gravity Sewer Rehabilitation 24" Moderately-High Risk Gravity Sewer Rehabilitation 21" Moderately-High Risk Gravity Sewer Rehabilitation Gravity Sewer Condition Assessment Total Cost (Current $) 8" High Risk Gravity Sewer Rehabilitation 10" High Risk Gravity Sewer Rehabilitation 6" High Risk Gravity Sewer Rehabilitation Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Go to CIP Summary Rehabilitation Program City of Renton Long-Range Wastewater Master Plan Capital Improvement Program 24" High Risk Gravity Sewer Rehabilitation 12" High Risk Gravity Sewer Rehabilitation 14" High Risk Gravity Sewer Rehabilitation 16: High Risk Gravity Sewer Rehabilitation 18" High Risk Gravity Sewer Rehabilitation AGENDA ITEM #6. o) Project ID:Project Cost (Current $):-$ Project Name:Project Cost (Future $):-$ Facility Type:Pipe Project Timing:Long-term Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 0%-$ Maintenance 100%62,535,677$ Planning 0%-$ Total Project Cost 100%62,535,677$ -$ -$ Project Location:Notes: January 2021 See full map on "Maps" tab. Go to CIP Summary Rehabilitation Program Project Element City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Total Project Cost AGENDA ITEM #6. o) Project ID:P-01 Project Cost (Current $):1,500,000$ Project Name:Project Cost (Future $):1,500,000$ Facility Type:Pipe Project Timing:2020 to 2020 Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10% 20% 10% 30% 1 LF 1,500,000$ 1,500,000$ 1,500,000$ 1,500,000$ Notes on Cost Estimation: January 2021 P-01 (1 of 2) This is an annual program that is performed to identify and either repair, rehabilitate, or replace portions of sewer pipe that do not meet current standards. The program will be city-wide and may consist of individual projects. Similar to FMs and lift stations, a vulnerability and criticality analysis was conducted. RUL was determined for different pipe materials. For the CIP, pipes with RUL greater than 20 years were not considered. In order to confirm the condition of individual pipe’s RUL, the City should conduct ongoing monitoring through CCTV inspections and tracking of point repairs and other maintenance issues. If the pipe has higher criticality or vulnerability, then a more advanced condition assessment may be required. This may include CCTV inspection, soil resistivity testing, pipe couponing, and other types of pipeline studies. City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary2020 Sanitary Sewer Main Replacement/Rehabilitation Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $) 2020 Sanitary Sewer Main Replacement/Rehabilitation Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab.Go to Assumptions Tab AGENDA ITEM #6. o) Project ID:P-01 Project Cost (Current $):1,500,000$ Project Name:Project Cost (Future $):1,500,000$ Facility Type:Pipe Project Timing:2020 to 2020 Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 0%-$ Maintenance 100%1,500,000$ General 0%-$ -$ -$ Total Project Cost 100%1,500,000$ 1,500,000$ 1,500,000$ Project Location:Notes: January 2021 P-01 (2 of 2) 2020 1,500,000$ 1,500,000$ City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary2020 Sanitary Sewer Main Replacement/Rehabilitation Project Element 2020 Sanitary Sewer Main Replacement/Rehabilitation Total Project Cost See full map on "Maps" tab.AGENDA ITEM #6. o) Project ID:P-02 Project Cost (Current $):2,000,000$ Project Name:Project Cost (Future $):2,060,000$ Facility Type:Pipe Project Timing:2021 to 2021 Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10% 20% 10% 30% 1 LF 2,000,000$ 2,000,000$ 2,000,000$ 2,000,000$ Notes on Cost Estimation: January 2021 P-02 (1 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary2021 Sanitary Sewer Main Replacement/Rehabilitation This is an annual program that is performed to identify and either repair, rehabilitate, or replace portions of sewer pipe that do not meet current standards. The program will be city-wide and may consist of individual projects. Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $) 2021 Sanitary Sewer Main Replacement/Rehabilitation Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab.Go to Assumptions Tab AGENDA ITEM #6. o) Project ID:P-02 Project Cost (Current $):2,000,000$ Project Name:Project Cost (Future $):2,060,000$ Facility Type:Pipe Project Timing:2021 to 2021 Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 0%-$ Maintenance 100%2,000,000$ General 0%-$ -$ -$ Total Project Cost 100%2,000,000$ 2,000,000$ 2,060,000$ Project Location:Notes: January 2021 P-02 (2 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary2021 Sanitary Sewer Main Replacement/Rehabilitation Project Element 2021 Sanitary Sewer Main Replacement/Rehabilitation 2021 2,000,000$ 2,060,000$ Total Project Cost See full map on "Maps" tab.AGENDA ITEM #6. o) Project ID:P-03 Project Cost (Current $):2,000,000$ Project Name:Project Cost (Future $):2,121,800$ Facility Type:Pipe Project Timing:2022 to 2022 Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10% 20% 10% 30% 1 LF 2,000,000$ 2,000,000$ 2,000,000$ 2,000,000$ Notes on Cost Estimation: January 2021 P-03 (1 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary2022 Sanitary Sewer Main Replacement/Rehabilitation This is an annual program that is performed to identify and either repair, rehabilitate, or replace portions of sewer pipe that do not meet current standards. The program will be city-wide and may consist of individual projects. Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $) 2022 Sanitary Sewer Main Replacement/Rehabilitation Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab.Go to Assumptions Tab AGENDA ITEM #6. o) Project ID:P-03 Project Cost (Current $):2,000,000$ Project Name:Project Cost (Future $):2,121,800$ Facility Type:Pipe Project Timing:2022 to 2022 Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 0%-$ Maintenance 100%2,000,000$ General 0%-$ -$ -$ Total Project Cost 100%2,000,000$ 2,000,000$ 2,121,800$ Project Location:Notes: January 2021 P-03 (2 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary2022 Sanitary Sewer Main Replacement/Rehabilitation Project Element 2022 Sanitary Sewer Main Replacement/Rehabilitation 2022 2,000,000$ 2,121,800$ Total Project Cost See full map on "Maps" tab.AGENDA ITEM #6. o) Project ID:P-04 Project Cost (Current $):2,000,000$ Project Name:Project Cost (Future $):2,185,454$ Facility Type:Pipe Project Timing:2023 to 2023 Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10% 20% 10% 30% 1 LF 2,000,000$ 2,000,000$ 2,000,000$ 2,000,000$ Notes on Cost Estimation: January 2021 P-04 (1 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary2023 Sanitary Sewer Main Replacement/Rehabilitation This is an annual program that is performed to identify and either repair, rehabilitate, or replace portions of sewer pipe that do not meet current standards. The program will be city-wide and may consist of individual projects. Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $) 2023 Sanitary Sewer Main Replacement/Rehabilitation Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab.Go to Assumptions Tab AGENDA ITEM #6. o) Project ID:P-04 Project Cost (Current $):2,000,000$ Project Name:Project Cost (Future $):2,185,454$ Facility Type:Pipe Project Timing:2023 to 2023 Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 0%-$ Maintenance 100%2,000,000$ General 0%-$ -$ -$ Total Project Cost 100%2,000,000$ 2,000,000$ 2,185,454$ Project Location:Notes: January 2021 P-04 (2 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary2023 Sanitary Sewer Main Replacement/Rehabilitation Project Element 2023 Sanitary Sewer Main Replacement/Rehabilitation 2023 2,000,000$ 2,185,454$ Total Project Cost See full map on "Maps" tab.AGENDA ITEM #6. o) Project ID:P-05 Project Cost (Current $):2,000,000$ Project Name:Project Cost (Future $):2,251,018$ Facility Type:Pipe Project Timing:2024 to 2024 Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10% 20% 10% 30% 1 LF 2,000,000$ 2,000,000$ 2,000,000$ 2,000,000$ Notes on Cost Estimation: January 2021 P-05 (1 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary2024 Sanitary Sewer Main Replacement/Rehabilitation This is an annual program that is performed to identify and either repair, rehabilitate, or replace portions of sewer pipe that do not meet current standards. The program will be city-wide and may consist of individual projects. Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $) 2024 Sanitary Sewer Main Replacement/Rehabilitation Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab.Go to Assumptions Tab AGENDA ITEM #6. o) Project ID:P-05 Project Cost (Current $):2,000,000$ Project Name:Project Cost (Future $):2,251,018$ Facility Type:Pipe Project Timing:2024 to 2024 Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 0%-$ Maintenance 100%2,000,000$ General 0%-$ -$ -$ Total Project Cost 100%2,000,000$ 2,000,000$ 2,251,018$ Project Location:Notes: January 2021 P-05 (2 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary2024 Sanitary Sewer Main Replacement/Rehabilitation Project Element 2024 Sanitary Sewer Main Replacement/Rehabilitation 2024 2,000,000$ 2,251,018$ Total Project Cost See full map on "Maps" tab.AGENDA ITEM #6. o) Project ID:P-06 Project Cost (Current $):3,535,712$ Project Name:Project Cost (Future $):4,098,859$ Facility Type:Pipe Project Timing:2025 to 2025 Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10% 20% 10% 30% 1 LF 2,000,000$ 2,000,000$ 3,535,712$ 3,535,712$ Notes on Cost Estimation: January 2021 P-06 (1 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary2025 Sanitary Sewer Main Replacement/Rehabilitation This is an annual program that is performed to identify and either repair, rehabilitate, or replace portions of sewer pipe that do not meet current standards. The program will be city-wide and may consist of individual projects. Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $) 2025 Sanitary Sewer Main Replacement/Rehabilitation Total Project Cost (Current $) These unit costs were calculated annually in the 'Rehabilitation Program' spreadsheet.Go to Assumptions Tab AGENDA ITEM #6. o) Project ID:P-06 Project Cost (Current $):3,535,712$ Project Name:Project Cost (Future $):4,098,859$ Facility Type:Pipe Project Timing:2025 to 2025 Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 0%-$ Maintenance 100%3,535,712$ General 0%-$ -$ -$ Total Project Cost 100%3,535,712$ 3,535,712$ 4,098,859$ Project Location:Notes: January 2021 P-06 (2 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary2025 Sanitary Sewer Main Replacement/Rehabilitation Project Element 2025 Sanitary Sewer Main Replacement/Rehabilitation 2025 3,535,712$ 4,098,859$ Total Project Cost See full map on "Maps" tab.AGENDA ITEM #6. o) Project ID:P-07 Project Cost (Current $):14,142,847$ Project Name:Project Cost (Future $):17,662,540$ Facility Type:Pipe Project Timing:2026 to 2029 Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10% 20% 10% 30% 4 3,535,712$ 14,142,847.16$ 14,142,847$ 14,142,847$ Notes on Cost Estimation: January 2021 P-07 (1 of 2) This is an annual program that is performed to identify and either repair, rehabilitate, or replace portions of sewer pipe that do not meet current standards. The program will be city-wide and may consist of individual projects. City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary2026-2029 Sanitary Sewer Main Replacement/Rehabilitation 2026-2029 Sanitary Sewer Main Replacement/Rehabilitation Total Project Cost (Current $) These unit costs were calculated annually in the 'Rehabilitation Program' spreadsheet.Go to Assumptions Tab Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $)AGENDA ITEM #6. o) Project ID:P-07 Project Cost (Current $):14,142,847$ Project Name:Project Cost (Future $):17,662,540$ Facility Type:Pipe Project Timing:2026 to 2029 Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) 2029 3,535,712$ 4,613,302$ Total Project Cost 100% 14,142,847$ 14,142,847$ 17,662,540$ Project Location:Notes: See full map on "Maps" tab. January 2021 P-07 (2 of 2) 2026-2029 Sanitary Sewer Main Replacement/Rehabilitation Cross Category 0%-$ Maintenance 100% 14,142,847$ General 0%-$ 4,348,480$ 2026-2029 Sanitary Sewer Main Replacement/Rehabilitation 2028 3,535,712$ 4,478,934$ City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary2026-2029 Sanitary Sewer Main Replacement/Rehabilitation Project Element 2026-2029 Sanitary Sewer Main Replacement/Rehabilitation 2026 3,535,712$ 4,221,825$ 2026-2029 Sanitary Sewer Main Replacement/Rehabilitation 2027 3,535,712$ Total Project Cost AGENDA ITEM #6. o) Project ID:P-08 Project Cost (Current $):35,357,118$ Project Name:Project Cost (Future $):55,085,238$ Facility Type:Pipe Project Timing:Long-term Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10% 20% 10% 30% 10 3,535,712$ 35,357,117.89$ 35,357,118$ 35,357,118$ Notes on Cost Estimation: January 2021 P-08 (1 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary2030-2039 Sanitary Sewer Main Replacement/Rehabilitation This is an annual program that is performed to identify and either repair, rehabilitate, or replace portions of sewer pipe that do not meet current standards. The program will be city-wide and may consist of individual projects. Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $) 2030-2039 Sanitary Sewer Main Replacement/Rehabilitation Total Project Cost (Current $) These unit costs were calculated annually in the 'Rehabilitation Program' spreadsheet.Go to Assumptions Tab AGENDA ITEM #6. o) Project ID:P-08 Project Cost (Current $):35,357,118$ Project Name:Project Cost (Future $):55,085,238$ Facility Type:Pipe Project Timing:Long-term Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 0%-$ Maintenance 100%35,357,118$ General 0%-$ Total Project Cost 100%35,357,118$ 35,357,118$ 55,085,238$ Project Location:Notes: January 2021 P-08 (2 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary2030-2039 Sanitary Sewer Main Replacement/Rehabilitation Project Element 2030-2039 Sanitary Sewer Main Replacement/Rehabilitation Long-term 35,357,118$ 55,085,238$ Total Project Cost AGENDA ITEM #6. o) Project ID:P-09 Project Cost (Current $):5,808,763$ Project Name:Project Cost (Future $):6,257,687$ Facility Type:Pipe Project Timing:2021 to 2024 Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10% 20% 10% 30% 386 LF 363$ 140,118$ 14,012$ 28,024$ 14,012$ 58,850$ 255,015$ 42 LF 385$ 16,170$ 1,617$ 3,234$ 1,617$ 6,791$ 29,429$ 1,718 LF 363$ 623,634$ 62,363$ 124,727$ 62,363$ 261,926$ 1,135,014$ 3,278 LF 363$ 1,189,914$ 118,991$ 237,983$ 118,991$ 499,764$ 2,165,643$ 73 LF 385$ 28,105$ 2,811$ 5,621$ 2,811$ 11,804$ 51,151$ 843 LF 341$ 287,463$ 28,746$ 57,493$ 28,746$ 120,734$ 523,183$ 50 LF 385$ 19,250$ 1,925$ 3,850$ 1,925$ 8,085$ 35,035$ 240 LF 341$ 81,840$ 8,184$ 16,368$ 8,184$ 34,373$ 148,949$ 100 LF 363$ 36,300$ 3,630$ 7,260$ 3,630$ 15,246$ 66,066$ 1,477 LF 352$ 519,904$ 51,990$ 103,981$ 51,990$ 218,360$ 946,225$ 447 LF 341$ 152,427$ 15,243$ 30,485$ 15,243$ 64,019$ 277,417$ 283 LF 341$ 96,503$ 9,650$ 19,301$ 9,650$ 40,531$ 175,635$ 5,808,763$ Notes on Cost Estimation: January 2021 P-09 (1 of 2) Project Element Quantity Unit 37A: 8" Edmonds Ave and NE 9th St Reconfiguration 37A: 16" Edmonds Ave and NE 9th St Reconfiguration 23A - 8" to 12" Diameter Pipe 23A - 12" to 16" Diameter Pipe BA - 8" to 12" Diameter Pipe 46A - 8" to 12" Diameter Pipe 46A - 12" to 16" Diameter Pipe Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab.Go to Assumptions Tab 24A: 8" Monroe Ave and NE 7th St Reconfiguration 24A: 12" Monroe Ave and NE 7th St Reconfiguration 11A: 10" Grant Ave and Se 9th St Reconfiguration 20A: 8" SE 99th Ct Reconfiguration 20B: 8" Jericho Pl and NE 16th St Reconfiguration Unit Cost ($/Unit)Subtotal Total Cost (Current $) Go to CIP Summary Sewer Capacity Improvements Pipe upsizing is determined after the pipe was monitored, the most cost effective solution for these pipes are to increase their size. Since a larger pipe would need to be installed, the construction is estimated with open-cut installation. Additionally, the pipe reconfiguration includes locations where the pipe has a reverse slope causing a deficiency in the system. After confirmation that the slope information is accurate, pipe replacement is the recommended action. For pipe replacement, it would involve open cut construction. Locations include the following sections: Edmonds Ave and NE 9th St, Monroe Ave and NE 7th St, Grant Ave and SE 9th St, SE 99th Ct, and Jericho Pl and NE 16th St. City of Renton Long-Range Wastewater Master Plan Capital Improvement Program AGENDA ITEM #6. o) Project ID:P-09 Project Cost (Current $):5,808,763$ Project Name:Project Cost (Future $):6,257,687$ Facility Type:Pipe Project Timing:2021 to 2024 Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 100%5,808,763$ 2021 1,452,191$ 1,495,756$ Maintenance 0%-$ 2022 1,452,191$ 1,540,629$ Planning 0%-$ 2023 1,452,191$ 1,586,848$ 2024 1,452,191$ 1,634,453$ Total Project Cost 100%5,808,763$ 5,808,763$ 6,257,687$ Project Location:Notes: See full map on January 2021 P-09 (2 of 2) Go to CIP Summary Sewer Capacity Improvements Total Project Cost Sewer Capacity Improvements Project Element Sewer Capacity Improvements Sewer Capacity Improvements Sewer Capacity Improvements City of Renton Long-Range Wastewater Master Plan Capital Improvement Program AGENDA ITEM #6. o) Project ID:P-10 Project Cost (Current $):1,470,300$ Project Name:Project Cost (Future $): 1,629,717$ Facility Type:Pipe Project Timing:2022 to 2026 Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): Project Element No. Dur.10% 20% 10% 30% 05A - Talbot Rd S and 36th St to 27th Place 1 60 Meter/Mo 20,000$ 95,000$ 9,500$ 19,000$ 9,500$ 39,900$ 172,900$ 14A - West Sunset Blvd and SW 4th Place 1 84 Meter/Mo 20,000$ 125,000$ 12,500$ 25,000$ 12,500$ 52,500$ 227,500$ 15A - Renton High School 1 84 Meter/Mo 20,000$ 125,000$ 9,500$ 25,000$ 12,500$ 51,600$ 223,600$ 21A - Anacortes Ave NE and NE 17th to NE 26th St 2 84 Meter/Mo 20,000$ 145,000$ 14,500$ 29,000$ 14,500$ 60,900$ 263,900$ 22A - Whitman Ct NE and NE 12th St 2 24 Meter/Mo 20,000$ 70,000$ 7,000$ 14,000$ 7,000$ 29,400$ 127,400$ 41A: Lake Washington Blvd and 32nd to 36th St 1 84 Meter/Mo 20,000$ 125,000$ 12,500$ 25,000$ 12,500$ 52,500$ 227,500$ 48A - NE 7th St and Harington Ave NE 1 84 Meter/Mo 20,000$ 125,000$ 12,500$ 25,000$ 12,500$ 52,500$ 227,500$ Total Project Cost (Current $)1,470,300$ Notes on Cost Estimation: January 2021 P-10 (1 of 2) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab. 20k for initial meter installation. 15k/yr/meter for service/analysis Go to Assumptions Tab Units Subtotal Total Cost (Current $) Design Construction Scope Contingency Quantity Meter Unit Cost City Admin City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary Flow Monitoring Program The additional long-term depth monitoring project is to verify the existence of a deficiency in the specified pipe. These locations have typically not been observed deficient, so additional monitoring over a specified period of time to observe deficiency is recommended. The Talbot Rd S and 36th St to 27th Place location is recommended for monitoring for at most 5 years to determine potential deficiency.The Whitman Ct NE and NE 12th location is recommended for monitoring for a maximum of 2 years to determine potential deficiency. The Anacortes Ave NE and NE 17th St to NE 26th St location is recommended for monitoring for a maximum of 1 year to determine potential deficiency. The Renton High School location is recommended for monitoring for a maximum of 1 year to determine potential deficiency. Altogether, the flow and monitoring program timing will be short, medium, and long-term.AGENDA ITEM #6. o) Project ID:P-10 Project Cost (Current $):1,470,300$ Project Name:Project Cost (Future $): 1,629,717$ Facility Type:Pipe Project Timing:2022 to 2026 Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 100%1,470,300$ Flow Monitoring Program 2022 332,280$ 332,280$ Maintenance 0%-$ 2023 332,280$ 363,091$ Planning 0%-$ 2024 268,580$ 302,289$ 2025 268,580$ 311,358$ 2026 268,580$ 320,699$ Total Project Cost 100%1,470,300$ 1,470,300$ 1,629,717$ Project Location:Notes: See full map January 2021 P-10 (2 of 2) Flow Monitoring Program Total Project Cost City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Flow Monitoring Program Go to CIP Summary Flow Monitoring Program Project Element Flow Monitoring Program Flow Monitoring Program AGENDA ITEM #6. o) Project ID:P-11 Project Cost (Current $):1,674,400$ Project Name:Project Cost (Future $):2,088,480$ Facility Type:Project Timing:2022 to Long-term Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency No.Dur. Basin Monitoring (8 Basins)24 5 Meters/Mo 120,000$ 600,000$ 60,000$ 120,000$ 60,000$ 252,000$ 1,092,000$ Basin Study 8 Meters/Mo 40,000$ 320,000$ 32,000$ 64,000$ 32,000$ 134,400$ 582,400$ 1,674,400$ Notes on Cost Estimation: January 2021 P-11 (1 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary I/I Evaluation Program Micro-monitoring project is recommended for areas in wastewater basins where there were signs of significant I/I in the collection system. Micro- monitoring involved installing multiple flow monitors where there is high I/I, and break larger basins into smaller basis to better refine the location of high I/I. By micro-monitoring, an isolated location within the basin would be identified and only this section would need to be replaced. Locations include S Renton Village Pl from Valley Fwy to Talbot Rd S, Lake Ave S to 15th St, Benson Rd S to S Eagle Dr., and Jones Dr SE to SE 18th Pl as one project element of I/I Micro-Monitoring. Additionally Lake Washington Blvd and 32nd to 36th St are recommended for monitoring. Pipe Quantity Meter 10% 20% 10% 30% Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab. 5k/meter/month for evaluation and 40k per basin for the study Go to Assumptions Tab Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $)Project Element AGENDA ITEM #6. o) Project ID:P-11 Project Cost (Current $):1,674,400$ Project Name:Project Cost (Future $):2,088,480$ Facility Type:Pipe Project Timing:2022 to Long-term Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 100%1,674,400$ 2022 682,500$ 724,064$ Maintenance 0%-$ Long-term 409,500$ 637,988$ Planning 0%-$ 2022 364,000$ 386,168$ Long-term 218,400$ 340,260$ Total Project Cost 100%1,674,400$ 1,674,400$ 2,088,480$ Project Location: Notes: January 2021 P-11 (2 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary I/I Evaluation Program Project Element Short Term I/I Eval Long Term I/I Eval See full map on "Maps" tab. Long Term Study Short Term Study Total Project Cost AGENDA ITEM #6. o) Project ID:G-01 Project Cost (Current $):300,000$ Project Name:Project Cost (Future $):300,000$ Facility Type:General Project Timing:2020 to 2020 Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10% 20% 10% 30% 1 LS 600,000$ 600,000$ 600,000$ 600,000$ Notes on Cost Estimation: January 2021 G-01 (1 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary Wastewater Operations Master Plan The Wastewater Operations Master Plan (OMP) is a plan created by the City. The first purpose of this plan is to document current procedures and programs into an O&M manual, review existing programs for effectiveness and compliance of potential future regulatory requirements. The second purpose is to analyze and recommend program improvements in accordance with the City’s long-term goals and objectives, and assist with the development of an improvement implementation strategy. Based on the City’s existing resources and implementation budget, it is recommended to implement this plan over 5 years, with the highest priority improvements being completed first. Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $) Wastewater Operations Master Plan Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab. Half of Master Plan total cost is distributed to 2019 which is prior to the CIP planning period.Go to Assumptions Tab AGENDA ITEM #6. o) Project ID:G-01 Project Cost (Current $):300,000$ Project Name:Project Cost (Future $):300,000$ Facility Type:General Project Timing:2020 to 2020 Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 0%-$ 2020 300,000$ 300,000$ Maintenance 0%-$ -$ -$ Planning 100%600,000$ -$ -$ Total Project Cost 100%600,000$ 300,000$ 300,000$ Project Location:Notes: January 2021 G-01 (2 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary Wastewater Operations Master Plan Project Element Wastewater Operations Master Plan Total Project Cost See full map on "Maps" tab.AGENDA ITEM #6. o) Project ID:G-02 Project Cost (Current $):300,000$ Project Name:Project Cost (Future $):337,653$ Facility Type:General Project Timing:2024 to 2024 Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10% 20% 10% 30% 1 LS 300,000$ 300,000$ 300,000$ 300,000$ Notes on Cost Estimation: January 2021 G-02 (1 of 2) Long Range Wastewater Management Plan Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab.Go to Assumptions Tab Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $) Go to CIP Summary Long-Range Wastewater Management Plan The Long Range Wastewater Management Plan considers a 20-year planning period for the analysis of existing and projected conditions. The sewage collection system’s operational and capital requirements are detailed to achieve the City’s operational goals and fulfill regulatory requirements. City of Renton Long-Range Wastewater Master Plan Capital Improvement Program AGENDA ITEM #6. o) Project ID:G-02 Project Cost (Current $):300,000$ Project Name:Project Cost (Future $):337,653$ Facility Type:General Project Timing:2024 to 2024 Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 0%-$ 2024 300,000$ 337,653$ Maintenance 0%-$ -$ -$ Planning 100%300,000$ -$ -$ Total Project Cost 100%300,000$ 300,000$ 337,653$ Project Location:Notes: January 2021 G-02 (2 of 2) See full map on "Maps" tab. Total Project Cost Go to CIP Summary Long-Range Wastewater Management Plan Project Element Long Range Wastewater Management Plan City of Renton Long-Range Wastewater Master Plan Capital Improvement Program AGENDA ITEM #6. o) Project ID:G-03 Project Cost (Current $):600,000$ Project Name:Project Cost (Future $):627,270$ Facility Type:General Project Timing:2021 to 2022 Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): City Admin Design Construction Scope Contingency 10% 20% 10% 30% 1 LS 600,000$ 600,000$ 600,000$ 600,000$ Notes on Cost Estimation: January 2021 G-03 (1 of 2) Sanitary Sewer Hydraulic Model Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab.Go to Assumptions Tab Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Total Cost (Current $) Go to CIP Summary Sanitary Sewer Hydraulic Model As discussed in Chapter 7 in the System Infrastructure Capacity, the City has a hydraulic model that allows them to evaluate existing the sanitary sewer system and determine areas of capacity constraint, and provide a tool for planning future improvements. The model needs to be updated as the system expands, and flow monitoring and physical system data is collected by survey or field inspection. City of Renton Long-Range Wastewater Master Plan Capital Improvement Program AGENDA ITEM #6. o) Project ID:G-03 Project Cost (Current $):600,000$ Project Name:Project Cost (Future $):627,270$ Facility Type:General Project Timing:2021 to 2022 Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 0%-$ 2021 300,000$ 309,000$ Maintenance 0%-$ 2022 300,000$ 318,270$ Planning 100%600,000$ -$ -$ Total Project Cost 100%600,000$ 600,000$ 627,270$ Project Location:Notes: January 2021 G-03 (2 of 2) See full map on "Maps" tab. Total Project Cost Go to CIP Summary Sanitary Sewer Hydraulic Model Project Element Sanitary Sewer Hydraulic Model Sanitary Sewer Hydraulic Model City of Renton Long-Range Wastewater Master Plan Capital Improvement Program AGENDA ITEM #6. o) Project ID:G-04 Project Cost (Current $):4,000,000$ Project Name:Project Cost (Future $):5,408,711$ Facility Type:General Project Timing:2020 to Long-term Developer Share:Inflation Rate:3% Project Description: Project Cost Estimate (Current $): 10% 20% 10% 30% 20 200,000$ 4,000,000$ 4,000,000$ 4,000,000$ Notes on Cost Estimation: January 2021 G-04 (1 of 2) City Admin Design Construction Scope Contingency City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Total Cost (Current $) Go to CIP Summary Miscellaneous/Emergency Projects This project is to perform small repairs, replacements, or installations of sewers that are not scheduled in the CIP, but become a priority due to unexpected problems, failures, or coordination with other projects. Project Element Quantity Unit Unit Cost ($/Unit)Subtotal Miscellaneous/Emergency Projects Total Project Cost (Current $) Based on the pipe cost per linear foot assumptions found on the "Assumptions" tab.Go to Assumptions Tab AGENDA ITEM #6. o) Project ID:G-04 Project Cost (Current $):4,000,000$ Project Name:Project Cost (Future $):5,408,711$ Facility Type:General Project Timing:2020 to Long-term Developer Share:0 Inflation Rate:3% Cost Allocation:Project Timing: Project Type Percent Cost Timing Project Cost (Current $) Project Cost (Future $) Cross Category 0%-$ 2020 200,000$ 200,000$ Maintenance 0%-$ 2021 200,000$ 206,000$ Planning 100%4,000,000$ 2022 200,000$ 212,180$ 2023 200,000$ 218,545$ 2024 200,000$ 225,102$ 2025 200,000$ 231,855$ 2026 200,000$ 238,810$ 2027 200,000$ 245,975$ 2028 200,000$ 253,354$ 2029 200,000$ 260,955$ Long-term 2,000,000$ 3,115,935$ Total Project Cost 100%4,000,000$ 4,000,000$ 5,408,711$ Project Location:Notes: January 2021 G-04 (2 of 2) City of Renton Long-Range Wastewater Master Plan Capital Improvement Program Go to CIP Summary Miscellaneous/Emergency Projects Project Element Miscellaneous/Emergency Projects Miscellaneous/Emergency Projects Miscellaneous/Emergency Projects Miscellaneous/Emergency Projects See full map on "Maps" tab. Miscellaneous/Emergency Projects Miscellaneous/Emergency Projects Total Project Cost Miscellaneous/Emergency Projects Miscellaneous/Emergency Projects Miscellaneous/Emergency Projects Miscellaneous/Emergency Projects Miscellaneous/Emergency Projects AGENDA ITEM #6. o) APPENDICES | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 Appendix L-1 WELLHEAD PROTECTION PLAN UPDATE AGENDA ITEM #6. o) AGENDA ITEM #6. o) CITY OF RENTON WELLHEAD PROTECTION PLAN UPDATE CONTAMINANT SOURCE INVENTORY REPORT February 7, 2019 AGENDA ITEM #6. o) CITY OF RENTON WELLHEAD PROTECTION PLAN UPDATE CONTAMINANT SOURCE INVENTORY REPORT Prepared for: City of Renton 1055 South Grady Way Renton, Washington 98057 Prepared by: Pacific Groundwater Group 2377 Eastlake Avenue East, Suite 200 Seattle, Washington 98102 206.329.0141 www.pgwg.com February 7, 2010 JE1801 Renton_CSI_2018 v3 AGENDA ITEM #6. o) RENTON WHPP UPDATE iii FEBRUARY 2019 TABLE OF CONTENTS 1.0 INTRODUCTION ........................................................................................................................... 1  2.0 BACKGROUND .............................................................................................................................. 1  2.1 AQUIFER PROTECTION AREA BACKGROUND ................................................................................. 2  3.0 WELLHEAD PROTECTION AREA DELINEATION UPDATES ........................................... 3  4.0 CONTAMINANT SOURCE INVENTORY & RISK ASSESSMENT ....................................... 4  4.1 DATA SOURCES ............................................................................................................................. 5  4.2 CURRENT LAND USE AND ZONING ................................................................................................ 5  4.3 CONTAMINANT SOURCES ............................................................................................................... 6  4.3.1 Contaminant Sources with Known Releases ............................................................................. 7  4.3.2 Potential Sources ...................................................................................................................... 7  4.4 WINDSHIELD SURVEY FINDINGS .................................................................................................. 16  4.5 WHPA NOTIFICATION LETTERS .................................................................................................. 16  5.0 REFERENCES .............................................................................................................................. 17  AGENDA ITEM #6. o) RENTON WHPP UPDATE iv FEBRUARY 2019 TABLES Table 1: Summary of Land Use Types of Concern Table 2: Summary Data for Parcels of Possible Elevated Risk within Renton Wellhead Pro- tection Areas Table 3: Summary of Environmental Sites of Potential Concern within Wellhead Protection Capture Zones Table 4: Active Hazardous Materials Sites in Renton WHPAs Table 5: Distribution of Septic Systems within City of Renton WHPAs Table 6: Distribution of Home Heating Oil Tanks within City of Renton WHPAs Table 7: Visited Windshield Survey Cleanup Sites FIGURES Figure 1: City of Renton 2018 Wellhead Protection Area Capture Zones Figure 2: Zoning and Parcels of Possible Elevated Risk Within Renton WHPAs Figure 3: Zoning and Parcels of Possible Elevated Risk Within Downtown WHPA Figure 4: Potential Contaminant Sources within City of Renton WHPAs Figure 5: Potential Contaminant Sources within City of Renton Downtown WHPA APPENDICES Appendix A: FSID Interaction Type and Groundwater Risk Identification Appendix B: WHPA No Further Action Site Table Appendix C: Environmental Sites Information Appendix D: Notification Letters AGENDA ITEM #6. o) RENTON WHPP UPDATE v FEBRUARY 2019 LIST OF ACRONYMS APA Aquifer Protection Area BGS Below Ground Surface CEC Contaminant of Emerging Concern CSI Contaminant Source Inventory EPA Environmental Protection Agency DOH Washington State Department of Health FSID Facility Site Identification Database GIS Geographic Information System LUST Leaking Underground Storage Tank MCL Maximum Contaminant Level NFA No Further Action Qa Annual Water Right Quantity Qi Instantaneous Water Right Quantity SSA Sole Source Aquifer UST Underground Storage Tank WAC Washington Administrative Code WSDOT Washington Department of Transportation WHPA Wellhead Protection Area WHPP Wellhead Protection Plan AGENDA ITEM #6. o) RENTON WHPP UPDATE vi FEBRUARY 2019 SIGNATURE This report, and Pacific Groundwater Group’s work contributing to this report, were reviewed by the undersigned and approved for release. Glenn Mutti-Driscoll Hydrogeologist Washington State Hydrogeologist No. 2832 AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019 1.0 INTRODUCTION This report summarizes contaminant risks to groundwater supplies for the City of Renton (City). Information presented in this report supports an update of the City’s Water System Plan currently being prepared by Carollo Engineers. This report is an update to the City’s prior Wellhead Protection Plan (WHPP) and its purpose is to document known or sus- pected contaminant sites or sources within the City’s Wellhead Protection Areas (WHPAs), and to help the City understand the risks posed by these sources. Elements of this report were developed following the Washington State Department of Health (DOH) guidelines for Wellhead Protection Programs (DOH, 2010). This report documents the results of the Contaminant Source Inventory (CSI) update per- formed. This includes updates to the City’s WHPAs, results from a “windshield survey” performed by the City and PGG, and example letters to be sent to businesses and property owners within the City’s WHPAs. This work was performed, and this report prepared, in accordance with generally accept- ed hydrogeologic practices at this time and in this area for the exclusive use of the City of Renton for specific application to the study area. No other warranty, express or implied, is made. 2.0 BACKGROUND The City of Renton is located in King County, Washington, and has four distinct water sources which include: the Downtown wellfield, the Maplewood wellfield, Springbrook Springs, and Well PW-5A (Figure 1). Each water source comes from separate aquifers that are summarized below. The Downtown wellfield draws its water from the deltaic portion of the Cedar Valley Al- luvial Aquifer (from herein referred to as the deltaic aquifer), which has been designated as a Sole Source Aquifer (SSA) by the EPA since 1988. A SSA designation indicates that an aquifer supplies at least 50 percent of the water for its service area and there is no rea- sonable alternative drinking water source that exists should the aquifer become contami- nated1. The deltaic aquifer near the Downtown wellfield is composed of course-grained sands and gravels and has an average aquifer thickness of approximately 70 feet. The av- erage depth to groundwater is roughly 23 feet below ground surface (bgs) at the Down- town wellfield. Fine-grained sediments (silts and clays) or local bedrock were observed beneath the aquifer at the City production wells. Deposits overlying the deltaic aquifer are composed of silt, sand, and gravel; however, no confining layer exists above the aqui- fer and it is therefore more vulnerable to contamination than other water supply aquifers in the Renton area. Confining layers can retard the downward flow of contaminants, and thus act as protective layer overlying an aquifer. The Maplewood wellfield draws its water from the Maplewood Production Aquifer, which is a deep sand and gravel aquifer separated from the surficial aquifer by a leaky 1 With a SSA designation, the EPA reviews projects located in the SSA area that will receive federal funding to en- sure that projects do not contaminate the SSA. AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019 aquitard. The production wells at Maplewood are screened at depths between 284 and 344 feet bgs. Water discharged at Springbrook Springs is sourced from a sand and gravel aquifer un- derlying a thick sequence of glacial till. Water from the springs is collected in two infil- tration galleries, which convey the water into transmission lines. The springs exhibit a de- layed response to seasonal precipitation (City of Renton and Carrollo Engineers, 2012), which suggests that the overlying till acts as a protective fine-grained unit above the aqui- fer. Well PW-5A is completed in a deep sand and gravel aquifer zone located approximately 280 to 390 feet bgs. Stratified glacial deposits of fine-to-coarse sand and gravel layered with silt and clay exist above this aquifer. Few other wells are completed to this depth in the Well PW-5A area, and therefore the local extent and thickness of the aquifer is poorly characterized. The Well PW-5A aquifer potentially is connected to the Maplewood Pro- duction Aquifer (PGG, 1994a), but an in-depth evaluation of this connection has not been performed. 2.1 AQUIFER PROTECTION AREA BACKGROUND In 1988, the City created an Aquifer Protection Program with the intent of safeguarding the groundwater supply sources within the City. Because the City developed this program prior to DOH’s Wellhead Protection Program, the City defined its program around “Aq- uifer Protection Areas” (APAs) rather than WHPAs. Different APA zones were delineat- ed relative to the amount of contamination risk associated with an aquifer, with Zone 1 having the highest level of associated risk, followed by Zone 1 Modified and then Zone 2. In 1992, the City passed an Aquifer Protection Ordinance to limit the storage and han- dling of hazardous material in the APAs. As part of the Aquifer Protection Program, a significant amount of public outreach and education occurred to familiarize elected offi- cials and citizens with the APA concept, where they exist, and land use restrictions asso- ciated with them. In 1994 the Renton Groundwater Model was created (PGG, 1994a; 1994b), which deline- ated the Downtown and Maplewood wellfield capture zones based on the best available hydrogeologic data at the time. During the last planning period, the City redefined the extent of the APAs to be con- sistent with the delineated capture zones in the most current water system plan. The cur- rent APAs are defined as follows:  APA Zone 1: Downtown wellfield 1-year WHPA  APA Zone 1 Modified: 1-year WHPA for all other sources  APA Zone 2: 5-year and 10-year WHPAs for all water sources Based on the historical education and outreach efforts previously performed, the City continues to refer to the Aquifer Protection Program in its outreach materials, rather than a Wellhead Protection Program (as termed by the DOH). Because this report is intended to meet DOH criteria for a Wellhead Protection Plan update, the term Wellhead Protec- AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019 tion Area (or WHPA) will be used to describe time of travel capture zones (rather than APA zones). 3.0 WELLHEAD PROTECTION AREA DELINEATION UPDATES City WHPAs were previously updated in 1998 by PGG (1998) and have not been revised since. In 1998, each of the City’s four water sources had WHPAs delineated for their 1-, 5-, and 10-year time of travel capture zones. As part of the 2018 WHPP update, the City requested that 6-month capture zones be delineated, and that updated Maplewood pump- ing rates be applied based on treatment limitations at the Maplewood Treatment Plant. The following table lists the pumping rates used for the 2018 capture zone delineation update, while Figure 1 shows the extent of the updated capture zones. Details regarding the updated pumping rates used and the method of delineation are listed below:  Downtown WHPA: Pumping rates for the Downtown wellfield wells were updated from their annualized annual water right quantity (Qa) to their instantaneous water right quantity (Qi) for delineation of the 6-month capture zone. The new 6-month cap- ture zone was delineated using the Renton Groundwater Model (PGG, 1994a; 1994b). The 1-, 5-, and 10-year capture zones for the Downtown wellfield were not updated, however it should be noted that greater uncertainty exists where the capture zones ex- tend under the uplands because the Renton Groundwater Model was calibrated only to water levels in the deltaic and Maplewood Production aquifers.  Maplewood WHPA: Pumping from the Maplewood wellfield was updated to reflect current usage, and therefore in addition to delineating a 6-month capture zone, the 1-, 5-, and 10-year capture zones were re-delineated. The Maplewood wellfield pumping rates were adjusted to account for the limiting water treatment capacity of 3,000 gpm at the Maplewood Treatment Plant. Typically, only one Maplewood well is actively pumping at a time, but as a conservative approach the 2018 capture zones were delin- eated using the Qi available at PW-12 and PW-17 for a total wellfield pumping rate of Source WHPA 2018  Well RW‐1 Downtown 2,200  Well RW‐2 Downtown 2,200  Well RW‐3 Downtown 2,200  Well PW‐8 Downtown 3,500  Well PW‐12 Maplewood 1,600  Well PW‐11 Maplewood 0  Well PW‐17 Maplewood 1,500  Springbrook Springs Springbrook  Springs 1,050  Well PW‐5A Well PW‐5A 1,438  AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019 3,100 gpm. Capture zones were delineated using the Renton Groundwater Model (PGG, 1994a; 1994b). It should be noted that greater uncertainty exists where the cap- ture zones extend under the uplands because the Renton Groundwater Model was cal- ibrated only to water levels in the deltaic and Maplewood Production aquifers. Addi- tionally, the southernmost fingers of the Maplewood 5- and 10-year capture zones ex- tended up to 0.8 miles outside of the model domain. In this area, the capture zones were approximated based on modeled groundwater flow velocities (from the Renton Groundwater Model immediately adjacent to the area) and oriented similar to the known extent of a subsurface bedrock valley.  Springbrook Springs WHPA: The Springbrook Springs 6-month capture zone was de- lineated based on the Qi of the springs. The new capture zone was defined in same manner as the previous 1-, 5-, and 10-year capture zone, which used the Darcy equa- tion with local values for aquifer thickness (50 ft), hydraulic conductivity (75 ft/day), the hydraulic gradient (0.028 ft/ft)2, and an assumed aquifer porosity of 0.25 (PGG, 1998). The 1-, 5-, and 10-year capture zones for Springbrook Springs were not updat- ed as part of this work.  Well PW-5A WHPA: The 6-month capture zone delineated for Well PW-5A is based on its annualized Qa quantity and defined using the calculated fixed radius method. This is the same way in which the 1-, 5-, and 10-year capture zones were previously delineated (PGG, 1998). For this calculation, the observed screen length (105.5 ft) and an assumed aquifer porosity (0.22) were used. Capture zones presented in Figure 1 are plotted in two dimensions, while in reality they occur in the subsurface in three dimensions. The two-dimensional delineation of the Downtown WHPA is likely representative of what is occurring in three dimensions be- cause the deltaic aquifer is not overlain by a shallower aquifer. For the Maplewood WHPA, the 6-month and 1-year capture zones predominately capture water from the deep Maplewood Production aquifer, while the 5-and 10-year capture zones capture sig- nificant quantities of water from both the deep and shallow aquifers. Compared to the deltaic aquifer, this suggests that the Maplewood Production aquifer will be less sensitive to land use immediately above its 6-month and 1-year capture zones because the water captured by the production wells is mostly from the deep Maplewood Production aquifer rather than from the shallow water table aquifer (as occurs at the Downtown wellfield). The capture zone delineation methods for Well PW-5A and Springbrook Springs are two- dimensional, and therefore the occurrence of capture in three dimensions from multiple aquifers at these sources has not been further evaluated. 4.0 CONTAMINANT SOURCE INVENTORY & RISK ASSESSMENT The following sections present an inventory of confirmed and potential sources of con- tamination located within the updated WHPAs and an evaluation of risks associated with these sources. 2 The hydraulic gradient used by PGG (1998) for areas one mile or greater from Springbrook Springs was 0.01 ft/ft, and therefore the 5- and 10-year capture zones were delineated slightly differently from the existing 1-year and new- ly defined 6-month capture zones. AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019 4.1 DATA SOURCES Potential contaminant risks that lie within the vicinity of the City’s WHPAs were investi- gated and mapped primarily using data from two sources. The first source is a parcel da- tabase created by King County that contains information regarding land use, zoning, sew- age handling, and the home heating source for parcels in the county. The second source is data obtained from the Washington State Department of Ecology’s Facility / Site Identifi- cation (FSID) database, which includes state cleanup sites, federal superfund sites, haz- ardous waste generators, solid waste facilities and underground storage tanks (USTs). Supplemental information was also obtained from Ecology’s Confirmed and Suspected Contaminated Sites database, their UST database, their Toxics Cleanup Program data- base, and data regarding dry cleaners from Puget Sound Clean Air Agency. Information from these sources was classified and plotted on GIS coverages to assess whether exist- ing and potential contaminant sources were located within the vicinity of Renton’s WHPAs3. 4.2 CURRENT LAND USE AND ZONING King County’s database contains a description of the land use within each parcel in the study area. A GIS analysis and database query were used to identify land uses present in the City WHPAs that are thought to pose elevated risk to groundwater. Parcels where such land uses were identified were designated “parcels of possible elevated risk.” Table 1 summarizes County land use categories that are considered to be of concern (primarily based on potential contaminant sources identified by DOH (2010)) and Table 2 summa- rizes the individual parcels with those categories within the WHPA. Figure 2 shows the distribution of zoning throughout the study area, and Figure 3 pro- vides a close-up of zoning in the Downtown WHPA. It also shows the parcels of possible elevated risk that occur within the City’s capture zones as green cross-hatched areas. A summary of the distribution of parcels of possible elevated risk is presented in the table below. In total, 96 parcels of possible elevated risk were identified based on County land use screening codes. Parcels of possible elevated risk that fall within the various capture zones should be considered possible contaminant source locations, with parcels in shorter time of travel zones being more pressing to evaluate for risk management. However, giv- en that some County land-use categories are quite broad, many of these parcels are likely not of significant hazard, and in general these parcels of possible elevated risk are of low- er risk than sites with known or potential contaminant sources onsite as identified in Sec- tion 4.3. 3 Some locations from Ecology’s FSID database were adjusted based on facility address, parcel information, and Google Earth imagery. AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019 Travel Time  (years)  Number of Parcels of Concern within WHPA  DT MPW SBS 5A  0.5  9 4 2  0  1  7 5 1  0  5  31 17 0  3  10  13 3 1  0  Current zoning information from the County’s GIS was also used to evaluate current and future land use in the study area. The following zoning categories are mapped on Figures 2 and 3:  Industrial  Commercial  Residential  Open Space The Downtown WHPA is primarily zoned commercial, though residential and industrial are also major land use types. The most commonly zoned land use within the Maplewood WHPA is residential, followed by open space. In the Springbrook Springs WHPA, the predominant zoning type is residential, followed by commercial and open space. In the Well PW-5A WHPA, the predominant zoning type is residential, followed by open space. Areas zoned as commercial and industrial are the most likely to comprise threats to groundwater quality. 4.3 CONTAMINANT SOURCES Table 3 summarizes known environmental sites of potential concern within the Renton WHPAs. As mentioned in the previous section, these sites of potential concern are con- sidered of higher risk than the parcels of possible elevated risk listed in Table 2. In total, 85 active contaminant sources of potential concern to the water supply were identified within Renton’s WHPAs. These sites were identified using Ecology’s FSID database. The FSID entries for the Renton area were sorted based on their interaction type, and sites with relevant interaction types were flagged and mapped. Appendix A lists the FSID interaction types that may pose risks to groundwater. Mapped site locations were then verified (and in some cases updated) using a Google Maps address search. Figures 4 and 5 display the location of each of these sites and indicates through the location symbols which types of activities or risk are associated with each site. Each site marker has three pie slices which indicate the type of activities actively associated with the site as follows: AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019 Underground Storage Tank (UST) or Leaky Underground Storage Tank (LUST) Cleanup Site (State Cleanup or Voluntary Cleanup) Hazardous Material Generator or Handler Any combination of the three indicators is possible. Sites with ongoing cleanup actions have a red circle surrounding the pie to emphasize the risk associated with these facilities. Site markers without any pie slices filled in indicate the facility is tracked in Ecology’s facilities database, and the facility type is considered to have risk to groundwater, but the facility is not a cleanup site, a hazardous materials handler, nor does it have registered underground storage tanks. Numerous sites in the Renton area previously were tracked as cleanup sites but have re- ceived a No-Further-Action (NFA) determination from Ecology. A NFA letter signifies the site cleanup efforts have met standards in WAC 173-340 and the site does not pose a threat to human health of the environment. Though effective remedial actions have oc- curred at these sites, residual contaminants that may be present could be mobilized if re- medial controls (such as impermeable coverings) are disrupted due to neglect or redevel- opment. Therefore, the City should consider continued tracking of NFA sites so that when there is a proposed development on a NFA site, additional review occurs (in the form of reviewing environmental covenants and/or final closure documents for the site) as part of granting a building permit to ensure that the new land use does not inadvertent- ly mobilize residual contaminants. In total, 79 NFA sites are present in the Renton WHPAs and are listed in Appendix B. 4.3.1 Contaminant Sources with Known Releases Table 3 includes 30 confirmed sites with known active contaminant releases occur in Renton’s WHPAs. Active contaminant release sites are shown on Figures 4 and 5 with a red circle surrounding their respective contaminant pie. Because the majority of these sites have confirmed groundwater contamination, they pose a higher level of risk to Ren- ton groundwater quality than any other sites identified in this report. Additional infor- mation from the Department of Ecology for each active cleanup site tracked by Ecology is provided in Appendix C. Some sites listed on Table 3 currently handle hazardous materials or have UST, but pre- viously were cleanup sites and have now received NFA letters from Ecology indicating that the site has been remediated. Where this has occurred, “No Further Action” will be listed under the “Cleanup Status” column on Table 3. 4.3.2 Potential Sources Potential contamination sources within the WHPAs and discussed in this section are based on Ecology’s FSID database, Ecology’s Underground Injection Control (UIC) da- tabase, and King County’s parcel database (which includes septic data and home heating oil tank data). The following potential contamination sources have been identified within capture zones for the Renton wells: AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019  Hazardous materials  Underground storage tanks  On-site septic systems  Home heating oil tanks  Stormwater  Agriculture, golf courses, and parks  Unused and improperly constructed wells  Transportation corridors  Pipeline spills 4.3.2.1 Hazardous Materials The commercial use of chemicals poses a threat to groundwater quality, since chemicals can accidentally spill or be disposed of improperly. The likelihood of such releases from spills can be reduced by proper methods of handling, spill prevention measures, and emergency response strategies. Risk reduction strategies should target on-site handling and waste management practices. Improper disposal is likely the most common pathway for chemicals to be released into the environment. The following facility activity classifi- cations were used to identify sites with hazardous material for this assessment: AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019 FSID Activity Code Definition HWG Facilities that generate any quantity of a dangerous waste. They may be classified as small, medium or large quantity generators (SQG, MQG, or LQG) depending on hazardous waste generated for a given month. HWP Under Chapter 173-307 WAC, facilities that report under Section 313 of the Emergency Planning/Community Right-To-Know Act (EPCRA), or that generate more than 2,640 pounds of hazardous waste per year, must prepare Pollution Prevention Plans. HWOTHER Facilities that are required to have a RCRA Site ID# but who do not generate and/or manage hazardous waste (XQG generator status). This includes transporters, used oil recycler's, and dangerous waste fuel marketers and burners. HWTRNSFR Transfer facility is a site, owned, leased or operated by a transporter of regulated hazardous waste shipments where any of the following oc- curs: 1) receives wastes from another transporter, 2) transfers wastes from one transport vehicle to another, 3) transfers waste from one con- tainer to another, and 4) stores waste within a vehicle or on property for 10 days or less. Examples of transfer facilities include a parking lot, warehouse, truck terminal, barge or steamship loading and unloading facility, or railroad spur loading or unloading facility. HWTSDF Facilities that treat store or dispose hazardous waste. RSVP The Hazardous Waste and Toxics Reduction Program engages in a variety of field work, site visits, and contacts with sites. While most compliance related activity is recorded into the EPA's RCRAInfo sys- tem, the other types of activities are recorded into the Revised Site Visit Program (RSVP). TIER2 Businesses that store 10,000 pounds or more of a hazardous chemical or 500 pounds or less, depending on the chemical, of an extremely hazardous chemical on site at any one time must report annually. Re- ports are sent to the State Emergency Response Commission [repre- sented by Ecology], Local Emergency Planning Committees, and local fire departments for emergency planning. [product, not waste] TRI Facilities in specific industries that manufacture, process or use more than the threshold amount of one or more of 600 listed toxic chemi- cals. Most threshold amounts are 10,000 or 25,000 pounds per year. Some chemicals have much lower thresholds. The most significant threats to groundwater are related to the use and storage of solvents. Solvents are persistent and relatively mobile. A large plume of contamination can be cre- ated with a small quantity of solvent. The FSID database indicates that there are 43 sites within the Renton WHPAs that are ac- tive and fall into one of the above hazardous material classifications. These are included in Tables 3 and 4, with Table 4 further identifying the hazardous material classification for each site and whether the site has more than one hazardous material activity occurring AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019 on it. The facility site index database does not indicate whether sites listed are large, me- dium, or small hazardous waste generators. One site presumably handling hazardous ma- terials but not identified in Ecology database is the Puhich Dry Cleaner Site. This site was observed during the Windshield Survey (described below in Section 4.4) as having sever- al new monitoring wells which suggests possible monitoring for PCE (the most common contaminant associated with dry cleaners). The site was therefore added to Tables 3 and 4. The City should contact the owners of Puhich Dry Cleaners to confirm this assump- tion. 4.3.2.2 Underground Storage Tanks Contamination in soil and groundwater caused by leaking USTs (“LUSTs”) is a major environmental, legal, and regulatory issue. Common causes of leaks are structural failure, corrosion, improper fittings, improper installation, damage, and natural phenomena. Alt- hough USTs are typically used to store flammable motor fuels or heating oils, they may be used for other compounds used by industry, government, or business. Leakage from USTs and associated piping can often occur without detection. Even rela- tively small amounts of certain compounds can adversely impact groundwater quality. Once released from an UST, some petroleum products and volatile organic compounds can rapidly migrate to groundwater, a problem that is especially serious in areas with permeable soils or that directly overlie a water supply aquifer. Of the many materials stored in USTs, solvents are considered the most toxic. However, petroleum products may pose a greater total risk because their use is far more prevalent. In addition, petroleum products contain many potential contaminants, including three EPA priority pollutants: benzene, toluene, and ethylbenzene. Benzene is a known human carcinogen. Figures 4 and 5 show the locations of USTs in the WHPAs. These sites were identified from Ecology’s UST site data and Toxics Cleanup Program database. Most of these sites exist in areas zoned industrial and commercial. Currently, 34 active USTs facilities locat- ed within the wellhead protection capture zones. Of the 34 active UST sites, there are 11 large facilities (>15,000 gallons total volume) in operations (Table 3). The tanks at these large facilities have been upgraded to standards developed in the mid-1990’s and include double-walled tanks and leak detection systems. In total, sixteen active LUST sites from the Ecology database are located within the WHPAs. 4.3.2.3 On-Site Septic Systems On-site septic systems pose a risk to groundwater where they are relatively high in densi- ty and/or where hazardous wastes are discharged to them. Potential contaminants from septic systems include pathogenic organisms (bacteria and parasites), toxic substances, contaminants of emerging concern (CECs), and nitrogen compounds. The extent to which pathogens are transported in the subsurface away from a septic drain field depends on the type of pathogen and the chemical and physical conditions in the subsurface. In general, if a septic system is properly sited, constructed, and maintained, the transport of microorganisms will be limited. Household hazardous chemicals such as cleaners, polishes, waxes, and paints can be transported to groundwater via a septic sys- AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019 tem. Some products contain toxic and persistent chemicals that can cause low-level con- tamination when coupled with a high density of septic systems. Homeowners may im- properly apply or dispose of chemicals because they do not understand the threat they pose to groundwater quality. In some areas, business and commercial facilities use on-site septic systems for sewage disposal. Business, commercial, and industrial operations that utilize on-site systems need to take special precautions to avoid contamination of their wastewater. Septic systems can also be sources of CECs, which generally are not hazardous chemi- cals, but can present in wastewater at low concentrations. CECs include pharmaceuticals, personal care products, food additives, cooking products, flame retardants, and various commercially and industrially used compounds. These compounds are not always re- moved by wastewater treatment plants or septic tanks, and therefore are often detectable in groundwater and surface water. Research into CECs and their potential impact to hu- mans and the environment is ongoing and Ecology, DOH and EPA may periodically ad- just their requirements as more becomes known about the risks posed by these contami- nants. Ammonia and nitrate are highly soluble in water and can be expected in detectable quan- tities wherever portions of an aquifer are affected by septic system discharges. Septic sys- tems are a source of nitrate in groundwater throughout King County. Nitrate is regulated, since ingestion can result in methemoglobinemia, or “blue baby” syndrome. Other sources of nitrate include fertilizers, feedlots, and natural mineral deposits. Background concentrations of nitrate in groundwater are typically less than 1 milligram of nitrogen per liter (mg-N/L). Shallow wells typically are more susceptible to nitrate contamination since they are closer to surficial sources and less aquifer dilution occurs near the water table. The maximum contaminant level (MCL) for nitrate is 10 mg-N/L. Most of the Renton area is served by sewer systems, however, residents in some local neighborhoods and streets within the WHPAs still rely on septic systems. The King County Assessor’s database indicates if a given property is served by a septic system. Properties with septic systems are plotted on Figures 2 and 3. Table 5 summarizes the distribution of septic systems with the City’s WHPAs and indicates that a total of 1,075 properties within the City WHPAs are on septic systems. The greatest number of septics occurs in the Springbrook Springs WHPA, followed by the Maplewood WHPA and the Well PW-5A WHPA. Virtually no septic systems exist in the Downtown WHPA. A comparison of mapped septic parcels to land use zoning areas (Figures 2 and 3) suggests that no septic systems are located on properties zoned for commercial or industrial uses. 4.3.2.4 Home Heating Oil Tanks Data from the King County assessor’s office was obtained regarding the heat source of the primary building located on each parcel. Properties using heating oil were mapped as locations that most likely have home heating oil tanks on site and are shown in Figures 2 and 3. In total, 892 parcels with home heating oil tanks are located with the City WHPAs. Most of these parcels (333) are located in the Downtown WHPA, followed by Well PW-5A (275), Springbrook Springs (180), and Maplewood (104) WHPAs. Home heating oil is a heavier mixture of hydrocarbons and is generally less soluble in water than gasoline. Home heating oil tank leaks are typically more localized than gaso- AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019 line or diesel leaks from service stations since the tanks are significantly smaller and the hydrocarbon mixture is less mobile. Historically, no documented groundwater contami- nation has occurred in Renton due to home heating oil tank leaks (PGG, 2012). There- fore, based on the smaller quantities and lower mobility of home heating oil in the envi- ronment, the risk of contamination to production wells caused by home heating oil tank leaks is considered low, though future leaks causing contamination remain possible. Be- cause the deltaic aquifer is relatively shallow, unconfined, and overlain by a dense distri- bution of home heating oil tanks, educational outreach to homeowners regarding home heating oil tank maintenance and spill cleanup procedures is recommended within the Downtown wellfield 1-year WHPA. 4.3.2.5 Stormwater Stormwater (i.e., urban runoff) is produced when rainfall or other precipitation accumu- lates faster than it can evaporate, be used by plants, or infiltrate to the subsurface. Urban areas produce more runoff than rural areas because they have more impermeable surfac- es, such as rooftops, driveways, streets, and highways. Even grass lawns can produce more runoff than forests and pasture. Stormwater typically contains pollutants, such as sediment, nutrients, bacteria, oils and grease, metals, and other toxics. Many of these contaminants come from air pollution, motor vehicles, application of pesticides and fertilizers, soil erosion, and animal feces. Roofing materials have also been identified as a diffuse source of metals in runoff, par- ticularly zinc (Good, 1993). In general, contaminant concentrations in urban stormwater are similar for all land uses, though slightly higher nitrate concentrations occur in resi- dential areas and higher heavy metals concentrations occur in commercial areas. Concen- trated sources of stormwater contamination may also occur if undiluted pollutants (e.g., fertilizer, gasoline, etc) are accidentally spilled or intentionally released and enter storm drains. Stormwater contamination typically is of concern for surface water pollution because most urban runoff is directed to streams, lakes, and other water bodies with fish and other aquatic life that are highly sensitive to common stormwater contaminants. Infiltration of stormwater generally results in some contaminant treatment, but could still pose risks to groundwater quality depending on the types and concentrations of contaminants present in the stormwater. Potential Risk from Stormwater Concern over potential groundwater contamination from stormwater has been recognized by several governmental agencies in western Washington. Stormwater-related impacts to water quality are of particular concern in industrial, commercial, and high-density resi- dential development areas, where runoff volumes can be large. Consequently, stormwater runoff from highways and roads can introduce contaminants such as EPA-priority pollu- tants (heavy metals and numerous organic compounds), pesticides/herbicides, and coli- form bacteria into the groundwater system. Stormwater runoff from lawns and agricultur- al areas may also introduce nitrate, herbicides, pesticides, and bacterial contaminants. AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019 Stormwater Management in the Renton Area Stormwater infiltration is prohibited in APA zone 1 and restricted in APA zone 2, and therefore much of the stormwater in Renton is routed to the Cedar River via dedicated a stormwater system. Surface water will generally convey stormwater contaminants outside of City WHPAs, though sediment deposition or local surface water-groundwater interac- tions may cause stormwater contaminants to locally remain within the WHPAs and/or en- ter groundwater. Given that the Cedar River is losing adjacent to the Downtown well- field, it is possible that dissolved contaminants within stormwater runoff could enter the City’s water supply. Though stormwater contaminants would be greatly diluted in the Cedar River and further diluted in the deltaic aquifer, additional study of this potential contaminant pathway should be considered. Historically, no groundwater contamination attributed to stormwater has been identified at City water supply sources. Drywells are stormwater handling facilities intended to infiltrate captured stormwater di- rectly into the ground in a shallow well (as compared to a stormwater basin which allows infiltration and evaporation in a shallow depression). Ecology’s UIC database was re- viewed to identify the location of drywells within the City’s WHPAs. Within the UIC da- tabase, 12 active drywells were identified. UIC drywell locations are shown in Figures 2 and 3. Drywells can provide a shortened pathway for contaminants present in stormwater to reach the uppermost aquifer. Stormwater that is infiltrated through drywells may re- ceive less treatment and filtration than stormwater infiltrating through soils because of this. However, in some cases varying degrees of stormwater treatment may occur via bi- oswales or through engineered treatment vaults prior to infiltration through a drywell. In addition to UICs identified by Ecology, 17 additional stormwater infiltration structure locations (provided by the City and King County) within the WHPAs are mapped in Fig- ures 2 and 3. Infiltration basins can pose less of a threat to groundwater quality than dry wells since a greater thickness of sediments usually exist between the basin bottom and the water table. However, infiltration basins may infiltrate a larger quantity of water than dry wells, and therefore the relative risk of a dry well versus an infiltration basin should be evaluated on a case-by-case basis. Lastly, Ecology’s FSID database lists sites having general stormwater discharge permits, with categories that include large construction sites, industrial sites, municipal storm- water systems, and WSDOT facilities (listed in Appendix A). General stormwater dis- charge permits were not included with potential hazards sites based on the reasoning that all sites within a WHPA have stormwater draining to state waters, and therefore storm- water pollution risks are not limited to only large permitted sites. 4.3.2.6 Agriculture, Golf Courses, Parks, and Lawns Fertilizers, pesticides, and herbicides are applied to residential lawns, commercial land- scaping, agricultural lands, and landscaped areas adjacent to roads. If optimally applied, these chemicals pose little threat to groundwater, however, applications are commonly made incorrectly and groundwater contamination can result if agricultural chemicals are applied in exceedance of the agronomic rate. Excess nitrate from fertilizer will be carried in water infiltrating to the underlying groundwater system. Frimpter and others (1990) es- timated that an average of 9 pounds of nitrate-N leached annually to groundwater from AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019 each 5,000-square-foot lawn. Landscaping activities can also be the source of pesticides and herbicides. Residential lawns and other landscaping occur throughout the Renton WHPAs. These are potential sources of nitrogen, pesticides and herbicides to the groundwater. The risk of groundwater contamination by these contaminants is moderate because much of the City’s water supply aquifer is overlain by glacial till or confining layers, except for with- in the Downtown Wellfield WHPA. Agricultural activities in the Renton WHPAs are limited, though some small farms are located in the Springbrook Springs WHPA in the vicinity of SE 196th St. The application of fertilizer and pesticides/herbicides in agriculture can potentially pose threats to groundwater quality. Public parks, schools, and sports complexes were all identified within Renton WHPAs, and the application of fertilizers and pesticides/herbicides at these sites can negatively impact groundwater quality. Some of these parks are within wellfield 6-month time of travel zones (such as Liberty Park and Cedar River Park), and therefore the City should coordinate with the parks department on the use of chemicals at facilities in close proxim- ity to wellfields. The Maplewood Golf Course is located within the Maplewood wellfield 6-month WHPA, and is likely receiving fertilizer, pesticide, and/or herbicide applications. However, the Maplewood wellfield wells are deep (approximately 284 feet bgs to the top of the screened interval) and separated from the surficial aquifer by an aquitard. Historically, the wells have not had a nitrate-N concentration exceeding 0.5 mg/L. Therefore, the risk of nitrate or pesticide/herbicide contamination to the Maplewood wellfield wells is con- sidered low. 4.3.2.7 Unused, and Improperly Constructed Wells Improperly constructed or abandoned wells pose several potential problems. Unused wells that have not been properly decommissioned can provide a conduit between the ground surface and underlying aquifers. In wells with no surface seal, contaminants in- troduced near the wellhead can move downward outside the casing to underlying aqui- fers. Many older wells that were constructed before the implementation of the State’s minimum well standards in WAC 173-160 in 1971 have no surface seal. Abandoned wells pose a special risk if they are left without a sealed cap because contaminants can be introduced directly into the aquifer. Unused wells also pose a risk when they are damaged during site redevelopment. Any of these situations can provide a conduit for contaminant movement. An inventory of abandoned wells in the study area is beyond the scope of this project. 4.3.2.8 Transportation Spills Vehicles transporting hazardous material can be a source of groundwater contamination through accidents and resultant chemical spills. Hazardous materials are transported through Renton on a daily basis. The major transportation routes in the City WHPAs in- clude: AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019  Interstate 405  State Route 167/Valley Freeway  State Route 169  State Route 900  State Route 515  Rainier Avenue  Grady Way  Bronson Way/2nd Avenue  Rail lines (primarily serving the Boeing facility) All of these transportation corridors go through at least one of the City’s WHPAs, with I- 405 (the most heavily used route) present in both the Downtown and Well PW-5A WHPAs and is in very close proximity to those supply wells. Historically, a tanker truck overturn on I-405 in 1983 resulted in a relatively small spill (500 gallons) of petroleum product, some of which entered the Cedar River via storm sewer in the vicinity of the Downtown wellfield (PGG, 2012). A major spill along any of these routes could adverse- ly impact groundwater pumped from these supply wells, particularly at the Downtown wellfield since it is shallow and lacks overlying aquitards. Spill response plans are of critical importance in protecting the City’s sources. Response planning should be coordinated between the City, first-responder emergency services (fire, police and state patrol), Ecology and DOH. A formal spill response plan should be regularly updated, and first-responder units should be provided with maps showing the City’s APA and WHPA areas to help ensure proper coordination that will protect the wa- ter resources in the event of a spill. 4.3.2.9 Pipeline Spills Several large pipelines exist in the City’s WHPAs and have historically had spills associ- ated with them. Pipelines are also at risk to earthquake damage. Figures 2 and 3 show the locations of the Olympic Pipeline and King County Sewer mainlines. The Olympic Pipeline (OPL) crosses through the 1 year Maplewood wellfield WHPA and through a small portion of the Downtown wellfield 5 and 10 year WHPAs. In 1986 a failed block valve on the OPL caused approximately 80,000 gallons of petroleum product to leak from the pipeline, which was eventually discovered due to seepage into the Cedar River. Following the installation of over 50 monitoring wells and remediation using nu- merous air sparge and soil vapor extraction wells (PGG, 2012), the spill site was granted a NFA from Ecology in 2015. In 2002, a large (42-inch diameter) sanitary sewer trunk line was punctured by a drill rig during construction along the Maple Valley Highway. Approximately 50,000 gallons of sewage and landfill leachate was spilled just north of Cedar River Park in the area be- tween PW-9 and the Henry Moses Aquatic Center, which is within the 6-month WHPA for the Downtown wellfield. However, contaminant migration from this spill was limited AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019 and was only detected in groundwater a few feet from the break and only for a few days following the break (PGG, 2012). Smaller side sewer pipelines can also pose a potential contamination risk. In 1988 a side sewer line in Cedar River Park near PW-8 was unknowingly broken during the construc- tion of the Renton Community Center, and for several months intermittent coliform hits were detected in nearby PW-8 (PGG, 2012). Though pipeline spills are relatively rare and historically have resulted from malfunctioning equipment or construction damage, if a leak is not identified quickly, the risk of aquifer contamination is greatly increased. 4.4 WINDSHIELD SURVEY FINDINGS On November 28, 2018 City and PGG personnel performed a windshield survey of sites of interest identified by the City during review of the initial inventory results and those recommended by PGG as a result of our analysis. The sites fell into the following catego- ries:  High priority sites identified by the City  Sites with ongoing contaminant cleanups  Dry cleaners In total, 30 sites meeting one of the above criteria were visited. Several additional lower priority sites in close proximity to these were also visited. Site names and addresses were confirmed or updated during this process, and general observations and the presence of observed monitoring wells were noted as part of the survey. Cleanup sites and dry clean- ers visited during the windshield survey along with associated field notes are listed in Table 7. Based on the windshield survey, one additional site (Puhich Dry Cleaners, with map ID 70) was added to the list of sites of potential concern. 4.5 WHPA NOTIFICATION LETTERS In an effort to protect and coordinate spill response planning within the City’s WHPA, notification letters (which presents a WHPA map and describes appropriate procedures in the event of a spill) should be sent to the following entities:  Parcels of Possible Elevated Risk within WHPAs (Table 2)  Owners of Active Environmental Sites of Potential Concern within WHPAs (Table D-1). It should be noted that some overlap exists between Table 2 and Table D-1 sites for sites that were identified both as a possible hazard based on land use and a potential hazard based on Ecology data.  Local Fire and Police Department  Washington Department of Ecology Copies of potential notification letters are provided in Appendix D. AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019 5.0 REFERENCES City of Renton and Carollo Engineers, 2012. Appendix L Wellhead Protection Plan in City of Renton Water System Plan Update 2012. Frimpter, M. H., J. J. Donohue, and M. V. Rapacz. 1990. A Mass Balance Nitrate Model for Predicting the Effects of Land Use on Ground-Water Quality, U.S. Geological Survey Open File Report 88-493. Good, J. C., 1993. Roof Runoff as a Diffuse Source of Metals and Aquatic Toxicity in Storm Water. Water Science Technology, 28(305):317-321. Pacific Groundwater Group, 1994a. Renton Groundwater Model Design, Development, and Calibration Final Draft Report. Consultant’s report prepared for City of Renton, January, 1994. Pacific Groundwater Group, 1994b. Results of Capture Zone Delineation Using Particle Tracking Analysis. Consultant’s letter report prepared for City of Renton, January 14, 1994. Pacific Groundwater Group, 1998. Capture Zone Delineation. Consultant’s letter report prepared for City of Renton, 1998. PGG, 2012. Monitoring Well Prioritization and Repairs Phase II Report City of Renton. Consultants report submitted to the City of Renton November 28, 2012. Washington State Department of Health (WSDOH), 2010. Washington State Wellhead Protection Program Guidance Document. June 2010. DOH 331-018 (Revised) AGENDA ITEM #6. o) Table 1. Summary of Land Use Types of Concern Land Use  Item Code Land Use Description 104 Retail (Big Box)                                    122 Medical/Dental Office                              130 Farm                                               137 Greenhouse/Nursury/Horticultural Services 138 Mining/Quarry/Ore Processing                       142 Driving Range                                      143 Golf Course                                        161 Auto Showroom and Lot                              163 Car Wash                                           168 Convenience Store with Gas                                173 Hospital                                           179 Mortuary/Cemetery/Crematory                        186 Service Station                                    190 Vet/Animal Control Service                   194 Mini Lube                                          195 Warehouse                                          210 Industrial Park                                    216 Service Building                                   223 Industrial (General Purpose)                            245 Industrial (Heavy)                                  246 Industrial (Light)                                  247 Air Terminal and Hangers                           252 Mini Warehouse                                     266 Utility, Public                                    276 Historic Prop (Loft/Warehouse)                        327 Open Space (Agricultural‐RCW 84.34)                        343 Gas Station                                        Notes: Big box stores (land use item code 104) typically have large back up generators and require fuel storage (particularly stores with large freezer sections) that could result in spills if improperly handled. Lawn & garden supplies such as fertilizer bags also may be stored outside and could result in high nutrient concentrations in runoff. Several general categories (including warehouse, industrial park, service building, mini warehouse, and historic warehouses) were included they may use or store hazardous chemicals. Table 1. Summary of Land Use Types of Concern Renton WHPP Update AGENDA ITEM #6. o) Table 2. Summary Data for Parcels of Possible Elevated Risk within Renton Wellhead Protection AreasParcel NumberProperty Name Parcel AddressLand‐Use Description WHPA720003003 Renton Salvation Army Food Bank 206 S TOBIN ST RENTON , WA 98057Warehouse                                          DT 5 yr720003201AERO PLASTICS 61 SHATTUCK AVE S RENTON , WA 98057Industrial(Gen Purpose)                      DT 5 yr720010107SHELL & TACO BELL 300 RAINIER AVE S RENTON , WA 98057Conv Store with Gas                             DT 5 yr720012608FIRESTONE STORE 351 RAINIER AVE S RENTON , WA 98057Auto Showroom and Lot                     DT 5 yr720017300GOODYEAR TIRE STORE 207 S 3RD ST RENTON , WA 98057Auto Showroom and Lot                     DT 5 yr720017607Rebel Fitness 216 S TOBIN ST RENTON , WA 98057Warehouse                                          DT 5 yr720019900SAFEWAY GAS SALES 112 S 3RD ST RENTON , WA 98057Service Station                                    DT 5 yr42205900402SPRINGBOOK FARM 12801 SE 196TH ST  , WA 98058Farm                                               SBS 10 yr52205904601RESIDENCE & GARAGES 19401 102ND AVE SE RENTON , WA 98055Greenhse/Nrsry/Hort Srvc                  SBS 0.5 yr52205908701UYETA LANDSCAPE & MAINTENANCE 19605 106TH AVE SE RENTON , WA 98055Farm                                               SBS 0.5 yr72305900101BOEING RENTON737 LOGAN AVE N RENTON , WA 98057Industrial(Heavy)                                  DT 5 yr72305900705RENTON AIRPORT616 W PERIMETER RD RENTON , WA 98057Air Terminal and Hangers                    DT 1 yr82305919704PACCAR PARTS480 HOUSER WAY N RENTON , WA 98057Industrial Park                                    DT 5 yr135230120507WAREHOUSE1655 N 4TH ST RENTON , WA 98057Warehouse                                          DT 1 yr135230122503WAREHOUSE1675 N 4TH ST RENTON , WA 98057Warehouse                                          DT 5 yr152305901406MAPLEWOOD GOLF COURSE4000 MAPLE VALLEY HWY RENTON , WA 98058Golf Course                                        MPW 1 yr152305916909MAPLEWOOD GOLF COURSEGolf Course                                        MPW 5 yr162305901801MAPLEWOOD GOLF COURSEGolf Course                                        MPW 0.5 yr162305904607STATE OF WASH HWY DEPT 2631 NE 4TH ST RENTON , WA 98056Warehouse                                          MPW 10 yr162305904904MAPLEWOOD GOLF COURSEGolf Course                                        MPW 1 yr162305906503MAPLEWOOD GOLF COURSEGolf Course                                        MPW 0.5 yr162305912600MAPLEWOOD GOLF COURSEGolf Course                                        MPW 5 yr172305902600STONEWAY SAND & GRAVEL LAND1915 MAPLE VALLEY HWY RENTON , WA 98057Industrial(Heavy)                                  DT 0.5 yr172305908599MT OLIVET CEMETARY100 BLAINE AVE NE RENTON , WA 98056Mortuary/Cemetery/Crematory        DT 10 yr172305910603MT OLIVET CEMETARYMortuary/Cemetery/Crematory        DT 10 yrTable 2. Summary Data for Parcels of Possible Elevated Risk within Renton Wellhead Protection AreasRenton WHPP UpdateAGENDA ITEM #6. o) Table 2. Summary Data for Parcels of Possible Elevated Risk within Renton Wellhead Protection AreasParcel NumberProperty Name Parcel AddressLand‐Use Description WHPA172305912906SUNSET CARS 330 SUNSET BLVD N RENTON , WA 98057Auto Showroom and Lot                     DT 1 yr182305903805BOB BRIDGE TOYOTA 150 SW 7TH ST RENTON , WA 98057Auto Showroom and Lot                     DT 10 yr182305904605BOMA 620 S 7TH ST RENTON , WA 98057Industrial(Light)                                  DT 5 yr182305905602WAREHOUSE 600 SMITHERS AVE S RENTON , WA 98057Warehouse                                          DT 5 yr182305906303CAR CLUB INC 250 RAINIER AVE S RENTON , WA 98057Auto Showroom and Lot                     DT 5 yr182305910008Office Bldg under construction 60 SW SUNSET BLVD RENTON , WA 98057Auto Showroom and Lot                     DT 10 yr182305913101BROWN BEAR CAR WASH/CHEVRONCar Wash                                           DT 10 yr182305913309BOB BRIDGE OLDSMOBILE650 RAINIER AVE S RENTON , WA 98057Auto Showroom and Lot                     DT 5 yr182305919801WHSE/ OFFICE BUILDING (ASSOC W/9206)325 BURNETT AVE N RENTON , WA 98057Industrial(Gen Purpose)                      DT 1 yr182305921203LITHIA DODGE CHRYSLER560 HARDIE AVE SW RENTON , WA 98057Auto Showroom and Lot                     DT 5 yr182305921302MIDAS MUFFLERS265 RAINIER AVE S RENTON , WA 98057Auto Showroom and Lot                     DT 5 yr192305902103RENTON HONDAAuto Showroom and Lot                     DT 10 yr192305902509RENTON COIL SPRING423 S 7TH ST RENTON , WA 98057Warehouse                                          DT 5 yr192305903101Car Pros Renton Honda201 S 7TH ST RENTON , WA 98057Auto Showroom and Lot                     DT 5 yr192305903507SOUND FORD750 RAINIER AVE S RENTON , WA 98057Auto Showroom and Lot                     DT 10 yr192305904406LES SCHWAB TIRES710 RAINIER AVE S RENTON , WA 98057Auto Showroom and Lot                     DT 5 yr192305905304Walkers Renton Mazda720 RAINIER AVE S RENTON , WA 98057Auto Showroom and Lot                     DT 10 yr192305905403CHEVRON EXTRA MILE301 S GRADY WAY RENTON , WA 98057Conv Store with Gas                             DT 10 yr192305906807Sound Ford200 S GRADY WAY RENTON , WA 98057Auto Showroom and Lot                     DT 10 yr192305907003ARCO AMPM 710 S GRADY WAY RENTON , WA 98057Conv Store with Gas                             DT 5 yr192305909207CAR WASHCar Wash                                           DT 5 yr192305909603HYUNDAI OF RENTON700 S GRADY WAY RENTON , WA 98057Auto Showroom and Lot                     DT 5 yr192305910502Discount Tire Store361 S GRADY WAY RENTON , WA 98057Auto Showroom and Lot                     DT 10 yr212305902307MAPLEWOOD GOLF COURSEGolf Course                                        MPW 0.5 yr222305900300MAPLEWOOD GOLF COURSEGolf Course                                        MPW 5 yr222305900805MAPLEWOOD GOLF COURSEGolf Course                                        MPW 1 yr222305900904MAPLEWOOD GOLF COURSEGolf Course                                        MPW 5 yrTable 2. Summary Data for Parcels of Possible Elevated Risk within Renton Wellhead Protection AreasRenton WHPP UpdateAGENDA ITEM #6. o) Table 2. Summary Data for Parcels of Possible Elevated Risk within Renton Wellhead Protection AreasParcel NumberProperty Name Parcel AddressLand‐Use Description WHPA222305901001MAPLEWOOD GOLF COURSE4024 MAPLE VALLEY HWY RENTON , WA 98058Golf Course                                        MPW 0.5 yr222305913006MAPLEWOOD GOLF COURSEGolf Course                                        MPW 1 yr222305914004MAPLEWOOD GOLF COURSEGolf Course                                        MPW 1 yr222305914103MAPLEWOOD GOLF COURSEGolf Course                                        MPW 5 yr222305915308MAPLEWOOD GOLF COURSEGolf Course                                        MPW 5 yr232305921107CONVENIANCE STORE W/ GAS15355 MAPLE VALLEY HWY RENTON , WA 98058Service Station                                    MPW 5 yr247300129001FAIRWOOD GOLF & COUNTRY CLUBGolf Course                                        MPW 5 yr247300142004FAIRWOOD GOLF & COUNTRY CLUBGolf Course                                        MPW 5 yr247300357008FAIRWOOD GOLF & COUNTRY CLUB 15100 SE 172ND ST  RENTON, WA 98058Golf Course                                        MPW 5 yr247300358006FAIRWOOD GOLF & COUNTRY CLUBGolf Course                                        MPW 5 yr247300359004FAIRWOOD GOLF & COUNTRY CLUBGolf Course                                        MPW 5 yr247300360002FAIRWOOD GOLF & COUNTRY CLUBGolf Course                                        MPW 5 yr247300361000FAIRWOOD GOLF & COUNTRY CLUBGolf Course                                        MPW 5 yr247320028001FAIRWOOD GOLF & COUNTRY CLUBGolf Course                                        MPW 5 yr247320029009FAIRWOOD GOLF & COUNTRY CLUBGolf Course                                        MPW 5 yr247320030007FAIRWOOD GOLF & COUNTRY CLUBGolf Course                                        MPW 5 yr247337282005FAIRWOOD GOLF & COUNTRY CLUBGolf Course                                        MPW 10 yr247337285008FAIRWOOD GOLF & COUNTRY CLUB 17124 151ST AVE SE  , WA 98058Golf Course                                        MPW 10 yr334040267000SOUND FORD 101 SW GRADY WAY RENTON , WA 98057Auto Showroom and Lot                     DT 10 yr334210323708SHELL FOOD MART 1410 N 30TH ST RENTON , WA 98056Conv Store with Gas                             5A ‐ 5 yr334210327105CHEVRON  EXTRA MILE 1419 N 30TH ST RENTON , WA 98056Conv Store with Gas                             5A ‐ 5 yr334210346402ARCO FOOD MART 1616 NE 30TH ST RENTON , WA 98056Conv Store with Gas                             5A ‐ 5 yr380600004507Gudmundson Company Inc. 102 LAKE AVE S RENTON , WA 98057Warehouse                                          DT 5 yr380600010504AL MADINA GROCERY 81 S TOBIN ST RENTON , WA 98057Warehouse                                          DT 5 yr569600027605SHOP/STORAGE & RES 101 BURNETT AVE S RENTON , WA 98057Warehouse                                          DT 0.5 yr662340023206JOHNSONS WELL DRILLING 19411 108TH AVE SE RENTON , WA 98055Warehouse                                          SBS 1 yrTable 2. Summary Data for Parcels of Possible Elevated Risk within Renton Wellhead Protection AreasRenton WHPP UpdateAGENDA ITEM #6. o) Table 2. Summary Data for Parcels of Possible Elevated Risk within Renton Wellhead Protection AreasParcel NumberProperty Name Parcel AddressLand‐Use Description WHPA722300001004PACCAR 485 HOUSER WAY N RENTON , WA 98057Industrial(Gen Purpose)                      DT 1 yr722400069505SHELL 401 PARK AVE N RENTON , WA 98057Conv Store with Gas                             DT 1 yr722930002000Memory Lane Motors/Muscle Cars 109 S TILLICUM ST RENTON , WA 98057Warehouse                                          DT 5 yr722930010003WAREHOUSE/OFFICE 235 AIRPORT WAY RENTON , WA 98057Warehouse                                          DT 5 yr722950001007BROWN BEAR / CHEVRON ASSOCIATED PARKING 77 RAINIER AVE S RENTON , WA 98057Gas Station                                        DT 10 yr722950003003MINIT LUBE 100 RAINIER AVE S RENTON , WA 98057Mini Lube                                          DT 5 yr723150135009SERVICE LINEN SUPPLY 903 S 4TH ST RENTON, WA 98507Industrial(Light)                                  DT 0.5 yr723150136007SERVICE LINEN SUPPLYIndustrial(Light)                                  DT 0.5 yr723150137302SERVICE LINENIndustrial(Light)                                  DT 0.5 yr723150174008WAREHOUSE 335 WELLS AVE S RENTON , WA 98057Warehouse                                          DT 0.5 yr723150174107WAREHOUSE 331 WELLS AVE S RENTON , WA 98057Warehouse                                          DT 0.5 yr723150174503WAREHOUSE 327 WELLS AVE S RENTON , WA 98057Warehouse                                          DT 0.5 yr723150212501OFFICE/WHSE 107 WILLIAMS AVE S RENTON , WA 98057Industrial(Gen Purpose)                      DT 0.5 yr756460009506INDUSTRIAL BUILDINGS 525 GARDEN AVE N RENTON , WA 98057Warehouse                                          DT 5 yr784130001505RENTON PRINTERY 315 S 3RD ST RENTON , WA 98057Industrial(Light)                                  DT 5 yr784180018003Vacant Warehouse Bldg 221 MORRIS AVE S RENTON , WA 98057Warehouse                                          DT 1 yr915460000507CHEVRON HUNGRY BEAR, CAR WASH, XPRESS LUBE 800 S GRADY WAY RENTON , WA 98057Conv Store with Gas                             DT 5 yr915460017006IMP IS LOCATED ON MINOR 0005Conv Store with Gas                             DT 5 yrNotes:DT = Downtown; MPW = Maplewood; SBS = Springbrook Springs; 5A = Well PW‐5AIn most cases, a blank value in the address column indicates the mailing address for the parcel is listed for another parcel with the same property name. However, in a few instances the King County database did not have an associated parcel address for a given property. Table 2. Summary Data for Parcels of Possible Elevated Risk within Renton Wellhead Protection AreasRenton WHPP UpdateAGENDA ITEM #6. o) Table 3. Summary of Environmental Sites of Potential Concern within Wellhead Protection AreasMap IDFacility NameFacility IDWHPA ZoneUnder Ground Storage Tank (UST)Leaking USTTotal "Current" Operational Tank Volume (gallons)*Hazardous MaterialsCleanup SiteCleanup StatusHalogenated Organic CompoundsMetals Priority PollutantsPetroleum Products - UnspecifiedPetroleum - OtherPetroleum - GasolinePetroleum- DieselBenzenePhenolic CompoundsNon Halogenated SolventsOther Non-Halogenated OrganicsPolycyclic Aromatic HydrocarbonsConventional Contaminants, OrganicConventional Contaminants, InorganicMetals, OtherPolychlorinated biPenyls (PCBs)LUST- Other Hazardous SubstanceLeadPesticides- UnspecifiedArsenicHalogenated Solvents1RENTON CITY CCTF9776647DT 0.5 yrY2RENTON CITY WELL 943699751DT 0.5 yr Y3Shag Cedar River Court Apartments (Cedar River Court Apartments)12793DT 0.5 yrYCleanup Started C (s)4RENTON CITY WELL 832747884DT 0.5 yrY5RENTON CITY WELL 1 2 365475594DT 0.5 yrY6Vacant (Tire Store)24009DT 0.5 yrYCleanup StartedC (s) C (s)7Pacific NW Bell Switching Station / CenturyLink (Qwest Corporation W00276)96588161DT 0.5 yrYY1 removed, 1 closed in place, 1 exempt; FSID notes active LUST and inactive USTYYCleanup StartedC (gw), C(s)8Stoneway Concrete Renton62244377DT 0.5 yrYCleanup StartedC(s)9ABRA Auto Body & Glass (Taylors Auto Body)54887792DT 0.5 yrY2x 111 to 1,100 closed in place (UST database). FSID notes active UST however.YYCleanup StartedC (s) C (s) S (s)C (s)10North American Refractories82472985DT 0.5 yrYNo Further Action11SERVICE LINEN SUPPLY INC12593698DT 0.5 yrYY5 x 111 to 1,100 removed, 1 unknown volume closed in placeYCleanup StartedC (gw), C(s)C (gw), C(s)C (gw), C(s)C (gw), C(s)12Shell (Arco 5207)17426998DT 1 yrYY3 removed, 4 x 10,000 to 19,999 activeYCleanup StartedC (gw), C(s)C (gw), C(s)13Renton School Dist 4032066DT 1 yrY7 removed, 2 x 10,000 to 19,999 activeYNo Further Action14Kennys Auto Rebuild Inc46848442DT 5 yrY15RENTON SOC 07072877423621DT 5 yrY2 with unknown tank status16PACCAR PARTS NW DISTRIBUTING82882955DT 5 yrY17Kenworth Truck Research & Development5276518DT 5 yrY18PACCAR MIS85953633DT 5 yrY1 closed in place, 1 x 2,001 to 4,999 activeYNo Further ActionTable 3. Summary of Environmental Sites of Potential Concern within Wellhead Protection AreasRenton WHPP UpdateAGENDA ITEM #6. o) AGENDA ITEM #6. o) Table 3. Summary of Environmental Sites of Potential Concern within Wellhead Protection AreasMap IDFacility NameFacility IDWHPA ZoneUnder Ground Storage Tank (UST)Leaking USTTotal "Current" Operational Tank Volume (gallons)*Hazardous MaterialsCleanup SiteCleanup StatusHalogenated Organic CompoundsMetals Priority PollutantsPetroleum Products - UnspecifiedPetroleum - OtherPetroleum - GasolinePetroleum- DieselBenzenePhenolic CompoundsNon Halogenated SolventsOther Non-Halogenated OrganicsPolycyclic Aromatic HydrocarbonsConventional Contaminants, OrganicConventional Contaminants, InorganicMetals, OtherPolychlorinated biPenyls (PCBs)LUST- Other Hazardous SubstanceLeadPesticides- UnspecifiedArsenicHalogenated Solvents19PACIFIC CAR & FOUNDRY CO2065DT 5 yrYYConstruction Complete‐Performance MonitoringC (gw), C(s)C (gw), C(s) C(s)C(s) C(s)C(s)C(s) C(s) C(s)20Boeing 5th & Park Building85524291DT 5 yrY21Kelly Moore Paint Co Inc Renton2509959DT 5 yrY22Spirit Auto Center of Renton (Sunset Cars; Vacant Property (Pierotti))5366DT 5 yrYY6 removed. Active LUST per FSID.YCleanup StartedC(s) C(s) C(s)C(s)23Ero‐Dyne Aviation (SKY HARBOR AVIATION )63051958DT 5 yrYAwaiting CleanupS(gw) C(s)S(gw) C(s)24Renton Airport15436DT 5 yr25Vacant (SDS Partners)63618514DT 5 yrYY4 removed. Active UST and LUST per FSID though.YCleanup StartedC (gw), C(s)26Gudmundson Co Inc62661325DT 5 yrY27Formula‐1 Fast Lube (INDY LUBE UST 6799; Formula One Service)96572525DT 5 yrYY3 removed, 1 closed in place. Active LUST per TCP database.YCleanup StartedC (s), B(gw)28Vacant (Dennys Restaurant Rainier Ave)5970DT 5 yrYY1 with unknown tank statusYCleanup StartedC (gw), C(s)29Gene Meyer Inc44381644DT 5 yrY30SUNSET RAINIER RENTON WALGREENS88647696DT 5 yrYUST per FSID thoughNo Further Action31Safeway Store 15635763DT 5 yrY32Hertz and Lyft Express Drive (Walkers Renton Subaru Used Cars)19684856DT 5 yrYY3 removed, 3 x 111 to 1,100 of unknown statusYCleanup StartedC (gw), C(s)C (gw), C(s)C (gw), C(s)C (gw), C(s)C (gw), C(s)33SAFEWAY STORE 1563 FUEL CENTER2859817DT 5 yrY1x 10,000 to 19,999, 1 active of unknown volume34SAFEWAY Fuel Renton99291269DT 5 yrYY3 removed; FSID notes active UST and LUST howeverYCleanup StartedC (gw), C(s)C (gw), C(s)35RENTON BP16258354DT 5 yrY3 removed, 2 x 10,000 to 19,999 activeNo Further Action36Renton Cleaning Center5888526DT 5 yrYTable 3. Summary of Environmental Sites of Potential Concern within Wellhead Protection AreasRenton WHPP UpdateAGENDA ITEM #6. o) AGENDA ITEM #6. o) Table 3. Summary of Environmental Sites of Potential Concern within Wellhead Protection AreasMap IDFacility NameFacility IDWHPA ZoneUnder Ground Storage Tank (UST)Leaking USTTotal "Current" Operational Tank Volume (gallons)*Hazardous MaterialsCleanup SiteCleanup StatusHalogenated Organic CompoundsMetals Priority PollutantsPetroleum Products - UnspecifiedPetroleum - OtherPetroleum - GasolinePetroleum- DieselBenzenePhenolic CompoundsNon Halogenated SolventsOther Non-Halogenated OrganicsPolycyclic Aromatic HydrocarbonsConventional Contaminants, OrganicConventional Contaminants, InorganicMetals, OtherPolychlorinated biPenyls (PCBs)LUST- Other Hazardous SubstanceLeadPesticides- UnspecifiedArsenicHalogenated Solvents37Fred Meyer Fuel Center No. 45920819DT 5 yrY1x 10,000 to 19,999 and 1x 20,000 to 29,999 active38Verizon Wireless Renton Center2302487DT 5 yrY39Latin Market (Renton Clinic Assoc)94731533DT 5 yrYYLUST per TCP database.YCleanup StartedC (gw), C(s)40Salon de Belleza (Scott Drycleaners)62912812DT 5 yrYCleanup Started C (gw,s)41BURNETT PARK9006005DT 5 yrY1 x 2,001 to 4,999 closure in process42Car Pros Chrysler Jeep Dodge Ram (Lithia Dodge Chrysler Jeep)7826317DT 5 yrYCleanup StartedC (gw), C(s)C (gw), C(s)C (gw), C(s)C (gw), C(s)C(gw), S(s)C(gw), S(s)43Brown Bear (RENTON 1, Brown Bear Car Wash 2422)27778869DT 5 yrYY3x removed; FSID notes active LUST and inactive USTYCleanup StartedC (gw), C(s)C (gw), C(s)RB(gw), RB(s)44PSE GRADY WAY RENTON COMPLEX PARCEL 386541135DT 5 yrYCleanup StartedC(gw), R(s)C(gw), R(s)S(gw), R(s)45Renton Coil Spring Co.  (LTS Trucking, Castagno Brothers)71914167DT 5 yrYY2 removed; FSID notes active UST, inactive LUST; is an active LUST per TCP database.YCleanup Started (Site Reopened after 2011 NFA)C (gw), C(s)46BROWN BEAR CAR WASH99851765DT 5 yrY1 x 10,000 to 19,999 and 1 x 20,000 to 29,999 active47Bankers Auto Rebuild & Towing18577466DT 5 yrY48Arco 590247138342DT 5 yrY4 x 10,000 to 19,999 activeNo Further Action49PSE GRADY WAY RENTON COMPLEX PARCEL 221349929DT 5 yrYCleanup StartedC(gw), R(s)C(gw), R(s)S(gw), R(s)50Kenworth Truck R&D9167239DT 10 yr51PSE Boeing Renton #2 Substation13138DT 10 yrY52KENWORTH TRUCK CO RENTON13289817DT 10 yrY53Car Wash Enterprises CWE Renton4474679DT 10 yrY4x removed, 3 x 10,000 to 19,999 activeNo Further Action54King Cnty Solid Waste Div Renton Tran62379615DT/MPW 10 yrYTable 3. Summary of Environmental Sites of Potential Concern within Wellhead Protection AreasRenton WHPP UpdateAGENDA ITEM #6. o) AGENDA ITEM #6. o) Table 3. Summary of Environmental Sites of Potential Concern within Wellhead Protection AreasMap IDFacility NameFacility IDWHPA ZoneUnder Ground Storage Tank (UST)Leaking USTTotal "Current" Operational Tank Volume (gallons)*Hazardous MaterialsCleanup SiteCleanup StatusHalogenated Organic CompoundsMetals Priority PollutantsPetroleum Products - UnspecifiedPetroleum - OtherPetroleum - GasolinePetroleum- DieselBenzenePhenolic CompoundsNon Halogenated SolventsOther Non-Halogenated OrganicsPolycyclic Aromatic HydrocarbonsConventional Contaminants, OrganicConventional Contaminants, InorganicMetals, OtherPolychlorinated biPenyls (PCBs)LUST- Other Hazardous SubstanceLeadPesticides- UnspecifiedArsenicHalogenated Solvents55King County Dept of Transportation ‐ 155 Monroe Ave NE21295DT/MPW 10 yr56KING CNTY DPW RENTON FACILITY32954817DT/MPW 10 yrYNo Further Action57KING CO REGIONAL COMM AND EMERGENCY COORD CTR24298DT/MPW 10 yrY58Fred Meyer Stores Inc Renton12107DT 10 yrY59Fred Meyer UST 7842 (SEARS ROEBUCK & CO UST 7842)60178828DT 10 yrYY1x removed; however FSID notes active LUST and USTYCleanup StartedC (gw), C(s)60Wal Mart 251637352136DT 10 yrY61Vacant (Sound Ford)58499353DT 10 yrYCleanup StartedC(s), S(gw)C (gw), C(s)C(s), S(gw)62Mini Mart/ Mobil Gas Station (USA MINI MART 115)94569877DT 10 yrYY6 x removed, 2 active of unknown size; FSID notes active LUST & USTYYCleanup StartedC(s), S(gw)C(s), S(gw)C(s), S(gw)63Texaco Station 6323204023238112DT 10 yrYY3 x removed; FSID notes active LUST and inactive USTYCleanup StartedC(gw), B(s)C (gw), C(s)C (gw), C(s)C (gw), C(s)C (gw), C(s)C (gw), C(s)64Walkers Renton MAZDA18869255DT 10 yrY65CHEVRON 9911477287947DT 10 yrYY6 x removed, 3 x 10,000 to 19,999 active; FSID notes active LUST & USTYYCleanup StartedC (gw), C(s)C (gw), C(s)66Renton Village Cleaners (Renton Village Dry Cleaners)4484368DT 10 yrYYCleanup StartedC (gw), C(s)67Rite Aid #520120396DT 10 yrY68Allied Battery Co Inc Renton5884609DT 10 yrY69AIRTOUCH CELLULAR SOUTH CENTER71676937DT 10 yrY70Puhich Dry Cleaners^5971DT 0.5 yrY71MAPLEWOOD MAINTENANCE SHOP64293294MPW 5 yrY1 removed, 1 x 111 to 1,100 activeNo Further Action72RENTON CITY WATER DEPT75784645MPW 5 yrY73VERIZON WIRELESS WARE MAPLEWOOD19828MPW 5 yrYTable 3. Summary of Environmental Sites of Potential Concern within Wellhead Protection AreasRenton WHPP UpdateAGENDA ITEM #6. o) AGENDA ITEM #6. o) Table 3. Summary of Environmental Sites of Potential Concern within Wellhead Protection AreasMap IDFacility NameFacility IDWHPA ZoneUnder Ground Storage Tank (UST)Leaking USTTotal "Current" Operational Tank Volume (gallons)*Hazardous MaterialsCleanup SiteCleanup StatusHalogenated Organic CompoundsMetals Priority PollutantsPetroleum Products - UnspecifiedPetroleum - OtherPetroleum - GasolinePetroleum- DieselBenzenePhenolic CompoundsNon Halogenated SolventsOther Non-Halogenated OrganicsPolycyclic Aromatic HydrocarbonsConventional Contaminants, OrganicConventional Contaminants, InorganicMetals, OtherPolychlorinated biPenyls (PCBs)LUST- Other Hazardous SubstanceLeadPesticides- UnspecifiedArsenicHalogenated Solvents74KING COUNTY PARKS34837919MPW 10yrY75RENTON HIGHLANDS LANDFILL2128MPW 10yrYAwaiting CleanupS (s) S (s)76King Cnty DOT Road Services Div41149477MPW 10yrY77FAIRWOOD GOLF & COUNTRY CLUB43989944MPW 10yrY2 x 111 to 1,100 active78RENTON CITY SPRING BROOK SPRINGS76461781SPS 0.5 yrY79Panther Lake Shopping Center17428SPS 1 yrYCleanup StartedC (s)80Rite Aid #51897155SPS 1 yrY81Allied Waste Service Kent1247957SPS 5 yr82SOOS CREEK WATER & SEWER DISTRICT24788111SPS 10 yrY1 x 111 to 1,100 active83Kennydale Chevron744658995A 5 yrY1 removed, 4 active of unknown sizeYNo Further Action84KENNYDALE FUEL35385A 5 yrY2 x removed, 2 x 10,000 to 19,999 activeNo Further Action85Shell Station 120646482718355A 5 yrY4 x removed, 3 x 10,000 to 19,999 activeNo Further ActionGeneral Table NotesWHPA = Wellhead Protection Area; DT = Downtown; MPW = Maplewood; SBS = Springbrook Springs; 5A = Well PW‐5AThe 5 and 10 year WHPAs for the Downtown and Maplewood well fields overlap; if a hazardous site is located where the WHPAs overlap, the WHPA is denoted as DT/MPW.Facility names in parentheses indicates that a site was visited during the windshield survey and it has a different name from the FSID facility name (which is in parentheses). Facility names with no parentheses in their entry use the FSID facility name.If a site does not have a UST, hazardous materials, or cleanup present (or historically present) on it, it has been flagged due to other factors that increase the risk of groundwater contamination.^Puhich Dry Cleaners (Map ID 70) was not listed in the FSID database, but was observed during the windshield survey and it is suspected that hazardous materials are used at the site."No Further Action" is listed for sites that were cleaned up and granted a No Futher Action determination from Ecology, but remain potential contamination sources due to current land use.Cleanup Site Contaminants and Media Notes (provided from Ecology's online Site Summary Report)B Below Cleanup LevelR Remediated(gw) GroundwaterC Confirmed Above Cleanup Level RA Remediated‐Above Cleanup Level (sw) Surface WaterS SuspectedRB Remediated‐Below Cleanup Level (s) Soil*Tank size and status information is from Ecology's UST database. In some instances information from the FSID database was inconsistent with data from the UST database and/or Ecology's Toxics Cleanup Program (TCP) database; notations have been included for sites where this occurs. Table 3. Summary of Environmental Sites of Potential Concern within Wellhead Protection AreasRenton WHPP UpdateAGENDA ITEM #6. o) AGENDA ITEM #6. o) Table 4. Active Hazardous Materials Sites in Renton WHPAs Map ID FSID Facility Name Facility Address Activity  Code WHPA 1 9776647 RENTON CITY CCTF 1715 SE MAPLE VALLEY HWY          TIER2 DT 0.5 yr 2 43699751 RENTON CITY WELL 9 1707 SE MAPLE VALLEY HWY          TIER2 DT 0.5 yr 4 32747884 RENTON CITY WELL 8 1703 SE MAPLE VALLEY HWY          TIER2 DT 0.5 yr 5 65475594 RENTON CITY WELL 1 2 3 1398 HOUSER WAY N                       TIER2 DT 0.5 yr 7 96588161 Pacific NW Bell Switching Station /  CenturyLink (Qwest Corporation  W00276) 225 WILLIAMS AVE S HWOTHER DT 0.5 yr 7 96588161 Pacific NW Bell Switching Station /  CenturyLink (Qwest Corporation  W00276)225 WILLIAMS AVE S TIER2 DT 0.5 yr 9 54887792 ABRA Auto Body & Glass  (Taylors Auto Body)330 MAIN AVE S HWG DT 0.5 yr 10 82472985 North American Refractories 1500 HOUSER WAY S                       TIER2 DT 0.5 yr 13 2066 Renton School Dist 403 1220 N 4TH ST                           TIER2 DT 1 yr 14 46848442 Kennys Auto Rebuild Inc 618 Park Ave N HWG DT 5 yr 16 82882955 PACCAR PARTS NW DISTRIBUTING 502 HOUSER WAY N                        TIER2 DT 5 yr 17 5276518 Kenworth Truck Research &  Development 485 HOUSER WAY N                        HWG DT 5 yr 17 5276518 Kenworth Truck Research &  Development 485 HOUSER WAY N                        TIER2 DT 5 yr 18 85953633 PACCAR MIS 480 HOUSER WAY N TIER2 DT 5 yr 19 2065 PACIFIC CAR & FOUNDRY CO 1400 N 4TH ST HWOTHER DT 5 yr 20 85524291 Boeing 5th & Park Building 500 PARK AVE N GARAGE BLDG  1013 & 1016  HWG DT 5 yr 21 2509959 Kelly Moore Paint Co Inc Renton 350 Sunset Blvd N Ste C HWOTHER DT 5 yr 26 62661325 Gudmundson Co Inc 102 LAKE AVE S                          HWOTHER DT 5 yr 29 44381644 Gene Meyer Inc 225 RAINIER AVE S                       HWOTHER DT 5 yr 31 5763 Safeway Store 1563 200 S 3rd St HWG DT 5 yr 36 5888526 Renton Cleaning Center 364 RENTON CTR WAY SW               HWG DT 5 yr 38 2302487 Verizon Wireless Renton Center 450 SHATTUCK AVE S                      TIER2 DT 5 yr 47 18577466 Bankers Auto Rebuild & Towing 405 S 7TH ST                            HWG DT 5 yr 51 13138 PSE Boeing Renton #2 Substation 704 Logan Ave N TIER2 DT 10 yr 52 13289817 KENWORTH TRUCK CO RENTON 1601 N 8TH ST                           TIER2 DT 10 yr 52 13289817 KENWORTH TRUCK CO RENTON 1601 N 8TH ST                           TRI DT 10 yr 52 13289817 KENWORTH TRUCK CO RENTON 1601 N 8TH ST                           HWP DT 10 yr 52 13289817 KENWORTH TRUCK CO RENTON 1601 N 8TH ST                           HWG DT 10 yr 54 62379615 King Cnty Solid Waste Div Renton Tran 3021 NE 4TH ST                          HWOTHER DT/MPW 10  yr 56 32954817 KING CNTY DPW RENTON FACILITY 155 MONROE AVE NE                       TIER2 DT/MPW 10  yr 57 24298 KING CO REGIONAL COMM AND  EMERGENCY COORD CTR 3511 NE 2ND ST TIER2 DT/MPW 10  yr 58 12107 Fred Meyer Stores Inc Renton 365 Renton Center Way SW HWG DT 10 yr Active Hazardous Material Sites Table 4. Active Hazardous Materials Sites in Renton WHPAs Renton WHPP Update AGENDA ITEM #6. o) Table 4. Active Hazardous Materials Sites in Renton WHPAs Map ID FSID Facility Name Facility Address Activity  Code WHPA Active Hazardous Material Sites 58 12107 Fred Meyer Stores Inc Renton 365 Renton Center Way SW RSVP DT 10 yr 60 37352136 Wal Mart 2516 743 RAINIER AVE S                       HWP DT 10 yr 60 37352136 Wal Mart 2516 743 RAINIER AVE S                       HWG DT 10 yr 62 94569877 Mini Mart/ Mobil Gas Station (USA MINI  MART 115)765 RAINIER AVE S TIER2 DT 10 yr 64 18869255 Walkers Renton MAZDA 200 S GRADY WAY                         HWG DT 10 yr 65 77287947 CHEVRON 99114 301 S GRADY WAY HWOTHER DT 10 yr 66 4484368 Renton Village Cleaners (Renton Village  Dry Cleaners)601 S Grady Way HWOTHER DT 10 yr 67 20396 Rite Aid #5201 601 S Grady Way Ste P HWG DT 10 yr 68 5884609 Allied Battery Co Inc Renton 55 SW 12TH                              TIER2 DT 10 yr 69 71676937 AIRTOUCH CELLULAR SOUTH CENTER 15 S GRADY WAY                          TIER2 DT 10 yr 72 75784645 RENTON CITY WATER DEPT 4030 MAPLE VALLEY HWY                TIER2 MPW 5 yr 73 19828 VERIZON WIRELESS WARE  MAPLEWOOD 15214 149TH AVE SE TIER2 MPW 5 yr 74 34837919 KING COUNTY PARKS 3005 NE 4TH                             HWG MPW 10 yr 76 41149477 King Cnty DOT Road Services Div 155 MONROE AVE NE BLDG P G F TIER2 MPW 10 yr 76 41149477 King Cnty DOT Road Services Div 155 MONROE AVE NE BLDG P G F HWP MPW 10 yr 76 41149477 King Cnty DOT Road Services Div 155 MONROE AVE NE BLDG P G F HWG MPW 10 yr 78 76461781 RENTON CITY SPRING BROOK SPRINGS 5750 TALBOT RD S                        TIER2 SBS 0.5 yr 80 7155 Rite Aid #5189 20518 108th Ave SE HWG SBS 1 yr 83 74465899 Kennydale Chevron 1419 N 30TH ST HWG 5A 5 yr Notes: DT = Downtown; MPW = Maplewood; SBS = Springbrook Springs; 5A = Well PW‐5A HWG = facility generates hazardous waste. HWP = facility generates over 2640 lbs hazardous waste per year. HWOTHER = Facility does not generate or manage hazardous waste, but includes transporters of hazardous waste, used oil  recyclers, and dangerous waste fuel marketers & burners. The 5 and 10 year WHPAs for the Downtown and Maplewood well fields overlap; if a hazardous site is located where the  WHPAs overlap, the WHPA is denoted as DT/MPW. TIER 2 = facility stores 10,000 pounds or more of a hazardous chemical,  or 500 pounds or less (depending on the chemical)  of an extremely hazardous chemical on site at any one time. TRI = facility manufactures, processes or uses more than the threshold amount of one or more of 600 listed toxic chemicals.  Most threshold amounts are 10,000 or 25,000 pounds per year. Some chemicals have much lower thresholds. Facility names in parentheses indicates that a site was visited during the windshield survey and it has a different name from  the FSID facility name (which is in parentheses). Facility names with no parentheses in their entry use the FSID facility name. Table 4. Active Hazardous Materials Sites in Renton WHPAs Renton WHPP Update AGENDA ITEM #6. o) Table 5. Distribution of Septic Systems within City of Renton WHPAs WHPA DT MPW SBS 5A 6‐month 0 58 2 10 1‐year 0 35 10 20 5‐year 0 104 131 107 10‐year 2 152 285 159 total in WHPA 2 349 428 296 Notes: DT = Downtown; MPW = Maplewood; SBS = Springbrook Springs; 5A = Well PW‐5A Septic system counts presented in this table are approximate because large parcels overlapping two time‐of‐ travel zones are counted in both.  Table 5. Distribution of Septic Sytems within City of Renton WHPAs Renton WHPP Update AGENDA ITEM #6. o) Table 6. Distribution of Home Heating Oil Tanks within City of Renton WHPAs WHPA DT MPW SBS 5A 6‐month 127 33 4 26 1‐year 28 15 52 22 5‐year 143 51 40 90 10‐year 35 5 84 137 total in WHPA 333 104 180 275 Notes: DT = Downtown; MPW = Maplewood; SBS = Springbrook Springs; 5A = Well PW‐5A Home heating oil counts presented in this table are approximate because large parcels overlapping two time‐of‐ travel zones are counted in both.  The 5 year DT WHPA overlaps the 1 and 5 year MPW WHPAs. Because the time of travel to the MPW wellfield is  less than or equal to the time of travel to the DT wellfield, home heating oil tanks in this overlapping region  were counted only as part of the MPW WHPAs. Table 6. Distribution of Home Heating Oil Tanks within City of Renton WHPAs Renton WHPP Update AGENDA ITEM #6. o) Table 7. Visited Windshield Survey Cleanup Sites Visit rationalMap IDFacility Name Facility Address WHPA Zone Leaking USTHazardous Materials3 Shag Cedar River Court Apartments (Cedar  River Court Apartments) 130 MAIN AVE S DT 0.5 yr 6 Vacant (Tire Store) 205 LOGAN AVE S DT 0.5 yr 7 Pacific NW Bell Switching Station /  CenturyLink (Qwest Corporation W00276) 225 WILLIAMS AVE S DT 0.5 yr Y Y 8 Stoneway Concrete Renton 1915 SE MAPLE VALLEY HWY            DT 0.5 yr 9 ABRA Auto Body & Glass  (Taylors Auto Body)330 MAIN AVE S DT 0.5 yr Y 11 SERVICE LINEN SUPPLY INC 903 S 4TH ST                             DT 0.5 yr Y 12 Shell (ARCO 5207)401 PARK AVE N DT 1 yr Y 19 PACIFIC CAR & FOUNDRY CO 1400 N 4TH ST DT 5 yr Y 22 Spirit Auto Center of Renton (Sunset Cars;  Vacant Property (Pierotti))330 Sunset Blvd N DT 5 yr Y 23 Ero‐Dyne Aviation (SKY HARBOR AVIATION ) 300 AIRPORT WAY S                        DT 5 yr 25 Vacant (SDS Partners)307 AIRPORT WAY DT 5 yr Y 27 Formula‐1 Fast Lube (INDY LUBE UST 6799;  Formula One Service)100 RAINIER AVE S                        DT 5 yr Y 28 Vacant (Dennys Restaurant Rainier Ave) 144 RAINIER AVE S DT 5 yr Y 32 Hertz and Lyft Express Drive (Walkers  Renton Subaru Used Cars)250 RAINIER AVE S DT 5 yr Y 34 SAFEWAY Fuel Renton 112 S 3RD ST DT 5 yr Y 39 Latin Market (Renton Clinic Assoc) 215 S 4TH PL                             DT 5 yr Y 40 Salon de Belleza (Scott Drycleaners) 201 S 4TH PL DT 5 yr 42 Car Pros Chrysler Jeep Dodge Ram (Lithia  Dodge Chrysler Jeep)585 RAINIER AVE S                        DT 5 yr 43 Brown Bear (RENTON 1, Brown Bear Car  Wash 2422)621 & 641 RAINIER AVE S DT 5 yr Y 44 PSE GRADY WAY RENTON COMPLEX  PARCEL 3 915 S GRADY WAY DT 5 yr 45 Renton Coil Spring Co.  (LTS Trucking,  Castagno Brothers)423 S 7TH ST                             DT 5 yr Y 49 PSE GRADY WAY RENTON COMPLEX  PARCEL 2 915 S GRADY WAY DT 5 yr 59 Fred Meyer UST 7842 (SEARS ROEBUCK &  CO UST 7842)359 RENTON CENTER WAY SW DT 10 yr Y 61 Vacant (Sound Ford)750 RAINIER AVE S                        DT 10 yr 62 Mini Mart/ Mobil Gas Station (USA MINI  MART 115)765 RAINIER AVE S DT 10 yr Y YActive Cleanup SiteTable 7. Visited Windshield Survey Sites Renton WHPP Update AGENDA ITEM #6. o) Table 7. Visited Windshield Survey Cleanup Sites Visit rationalMap IDFacility Name Facility Address WHPA Zone Leaking USTHazardous Materials63 Texaco Station 632320402 509 S GRADY WAY                          DT 10 yr Y 65 CHEVRON 99114 301 S GRADY WAY DT 10 yr Y Y 66 Renton Village Cleaners (Renton Village Dry  Cleaners)601 S Grady Way DT 10 yr Y 75 RENTON HIGHLANDS LANDFILL NE 3RD ST & NE 4TH ST                    MPW 10yr 79 Panther Lake Shopping Center 20610 108TH AVE SE SPS 1 yr 70 Puhich Dry Cleaners 319 Main Ave S DT 0.5 yr Y 36 Renton Cleaning Center 364 RENTON CTR WAY SW                DT 5 yr Y General Table Notes WHPA = Wellhead Protection Area; DT = Downtown; MPW = Maplewood; SBS = Springbrook Springs; 5A = Well PW‐5ADry CleanerActive Cleanup SiteFacility names in parentheses indicates that a site was visited during the windshield survey and it has a different name  from the FSID facility name (which is in parentheses). Facility names with no parentheses in their entry use the FSID facility  name. This table lists cleanup sites and dry cleaners visited as part of the windshield survey. Several sites from the City's APA  database neighboring the cleanup sites were also visited during the windshield survey, but are not included in this table. Table 7. Visited Windshield Survey Sites Renton WHPP Update AGENDA ITEM #6. o) !(!(!( !( !( !(!( !(!( !( !( Lake Washington Lake Youngs PantherLake Cedar River PW-9 PW-8RW-3 RW-2 EW-3R PW-12 PW-17PW-11 PW-5A SpringBrookSprings RW-1 DowntownWellfield MaplewoodWellfield §¨¦405 §¨¦405 ¬«169 ¬«167 ¬«900 ¬«515 ¬«900 SE 208TH ST SE 192ND ST140TH AVE SE116TH AVE SESE PETROV ITSKY RD NE 4TH ST LIND AVE SW108TH AVE SEUNION AVE NETALBOT RD SE VALLEY RD84TH AVE SDUVALL AVE NEOAKESDALE AVE SWPARK AVE NBENSON DR SEDMONDS AVE NESE MAY VALL E Y R D BENSON RD S SE 128TH ST SE 168TH ST MAP L E V A L L E Y H W Y78TH AVE SSW 7TH ST RAI N I E R A V E S NE 12TH ST 164TH AVE SE148TH AVE SESE RENTO N M A P L E V A L L E Y R D NE 3RD ST SE 144TH ST NE 7TH ST MONROE AVE NE156TH AVE SES 2ND ST 124TH AVE SESW 16TH ST N 3RD ST S 3RD ST SE CARR RD 144TH AVE SERAINIER AVE NMAIN AVE SSW GRADY WAY LAKE WASH INGTON BLVD NNE SUNSET BLVDSW 27TH ST SW 41ST ST SW 34TH ST S GRADY WAY SE 89 T H P L 128TH AVE SE87TH AVE SN 4TH ST N 30TH ST 1 5 4 T H P L S E 140 T H W A Y S E S 4TH ST ABERDEEN AVE NESE 204TH WA Y SE 142ND ST S 132ND ST PUGET DR SESE 176TH ST N 8TH ST NE 27TH ST EAST VALLEY HWY SN 6TH ST S 196TH ST SW 43RD ST 169TH AVE SE168TH AVE SEH A R D I E A V E SW WELLS AVE SREN T O N A V E S SW LANG S T O N R D SE 88TH P L UNION AVE SESE PUGET DRGARDEN AVE N SE 164TH ST S 43RD ST S 208TH ST T A Y L O R P L NW S 21ST ST S 180TH ST S 3RD PL 132ND AVE SES 7TH ST S 112TH ST 108TH AVE SE84TH AVE SPARK AVE NGARDEN AVE N148TH AVE SENE 4TH STABERDEEN AVE NETALBOT RD SRAINIER AVE STALBOT RD S!(City of Renton Production Well or Spring 2018 Capture Zones 6-Month 1-Year 5-Years 10-Years City Limits City of Renton 2018Wellhead Protection Area Capture Zones Figure 1K:\PONY\Renton_2017\GIS\Overview.mxd, 2/7/20190 3,000Feet K AGENDA ITEM #6. o) AGENDA ITEM #6. o) ÍBÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍBÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍBÍB ÍB ÍB !(!(!( !( !( !(!( !(!( !( !( ÍB ÍBÍBÍB ÍBÍB ÍB ÍBÍB ÍB ÍB ÍB Lake Washington Lake Youngs PantherLake Cedar River PW-9 PW-8RW-3 RW-2 EW-3R PW-12 PW-17PW-11 PW-5A Spring Brook Springs SE 192ND ST 140TH AVE SE116TH AVE SESE PETROV ITSKY RD NE 4TH ST LIND AVE SW108TH AVE SEUNION AVE NETALBOT RD SE VALLEY RD84TH AVE SDUVALL AVE NEOAKESDALE AVE SWPARK AVE NBENSON DR SEDMONDS AVE NESE MAY VALL E Y R D BENSON RD S SE 128TH ST SE 168TH ST MAP L E V A L L E Y H W Y78TH AVE SSW 7TH ST RAI N I E R A V E S NE 12TH ST 164TH AVE SE148TH AVE SESE RENTO N M A P L E V A L L E Y R D NE 3RD ST SE 144TH ST NE 7TH ST MONROE AVE NE156TH AVE SES 2ND ST SW 16TH ST N 3RD ST S 3RD ST SE CARR RD 144TH AVE SERAINIER AVE NMAIN AVE SSW GRADY WAY LAKE WASH INGTON BLVD NNE SUNSET BLVDSW 27TH ST SW 41ST ST SW 34TH ST S GRADY WAY SE 89 T H P L 128TH AVE SE87TH AVE SN 4TH ST N 30TH ST 1 5 4 T H P L S E 140 T H W A Y S E S 4TH ST ABERDEEN AVE NESE 142ND ST S 132ND ST PUGET DR SESE 176TH ST N 8TH ST LOGAN AVE NN 6TH ST S 196TH ST 169TH AVE SE168TH AVE SEH A R D I E A V E SW WELLS AVE SREN T O N A V E S SW LANG S T O N R D SE 88TH P L UNION AVE SESE PUGET DRGARDEN AVE NHOUSER WAY N SE 164TH ST T A Y L O R P L NW S 21ST ST S 3RD PL WILLIAMS AVE N132ND AVE SES 7TH ST S 112TH ST PARK AVE NRAINIER AVE S148TH AVE SENE 4TH ST TALBOT RD S108TH AVE SE84TH AVE STALBOT RD STALBOT RD SGARDEN AVE N!(City of Renton Production Well or Spring Septic Systems (King County Assessor) ÍB Stormwater Detention Facilities with Infiltration (from City of Renton and County) ÍB Active UIC Drywells (Ecology 2018) Buildings with Oil Heat (King County Assessor) Parcels of Possible Elevated Risk (Current Land Use from King County) King County Sewer Mainlines Olympic Pipeline Rail Lines City Limits Generalized Zoning Open Space Residential Commercial Industrial Capture Zones 6-Month 1-Year 5-Years 10-Years Zoning and Parcels of Possible Elevated Risk Within Renton WHPAs Figure 2K:\PONY\Renton_2017\GIS\Landuse_ect.mxd, 2/7/20190 3,000Feet K See Figure 3 AGENDA ITEM #6. o) AGENDA ITEM #6. o) ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍBÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB ÍB !(!(!( !( !( !(!( !( !( Ce d a r R i v e r MAPL E V A L L E Y H W YPARK AVE NNE 4TH ST NE 3RD ST NE 7TH S T S 2ND ST N 3RD ST UNION AVE NERAIN IER AVE S S 3RD ST MAIN AVE SRAINIER AVE NMONROE AVE NES GRADY WAY N 4TH ST S 4TH ST WILLIAMS AVE SBENSON RD S N 8TH ST TALBOT RD SLOGAN AVE NN 6TH ST EDMONDS AVE NEHARDIE AVE SWWELLS AVE SBURNETT AVE SSHATTUCK AVE SSUNSET BLVD NSUNSET BLVD NE SW 7TH ST LOGAN AVE SUNION AVE SEN AIRPORT WAY BRONSON WAY NHOUSER WAY NWELLS AVE NPUGET DR SEMEADOW AVE NT A Y L O R P L NW FACTORY AVE NTAYLOR AVE NWRENTON AVE SPUGET DR S S 3RD PL WILLIAMS AVE NSW SUNSET BLVDMORRIS AVE SS 7TH ST MILL AVE SBENSON DR SSW GRADY WAY E VALLEY RDSLATER ST SSW 16TH ST 116TH AVE SEGARDEN AVE NNE 4TH STWELLS AVE NWILLIAMS AVE NS 7TH ST PW-9 PW-8RW-3 RW-2 EW-3R PW-12 PW-17PW-11 RW-1 !(City of Renton Production Wells Septic Systems (King CountyAssessor) ÍB Active UIC Drywells (Ecology2018) ÍB Detention Facilities withInfiltration (from City of Rentonand County) Buildings with Oil Heat (KingCounty Assessor) Parcels of Possible Elevated Risk(Current Land Use from KingCounty) King County Sewer Mainlines Olympic Pipeline Rail Lines Generalized Zoning Open Space Residential Commercial Industrial Capture Zones 6-Month 1-Year 5-Years 10-Years Zoning and Parcels of Possible Elevated Risk Within Downtown WHPA Figure 3 K:\PONY\Renton_2017\GIS\Downtown_lu.mxd, 2/7/20190 2,000FeetK AGENDA ITEM #6. o) AGENDA ITEM #6. o) !(!(!( !( !( !(!( !(!( !( !( ( (( (( ( ( (( ( ( ( ( ( ( ( ( ( ( ( (( ( ( ( ( ( ( (( 7 8 9 6 3 46 34 27 39 62 30 44 1820 16 10 15 65 78 72 83 45 69 71 25 23 40 26 54 59 61 85 48 14 29 77 76 60 74 56 43 82 49 32 64 47 12 35 52 11 50 41 42 36 68 17 66 53 63 33 21 38 81 57 55 37 67 73 79 24 51 58 80 70 28 31 22 84 75 13 19 5 2 4 1 PW-5A DowntownWellfield MaplewoodWellfield SpringBrookSprings Lake Washington Lake Youngs PantherLake Cedar River SE 208TH ST SE 192ND ST140TH AVE SE116TH AVE SESE PETROV ITSKY RD NE 4TH ST LIND AVE SW108TH AVE SEUNION AVE NETALBOT RD SE VALLEY RD84TH AVE SDUVALL AVE NEOAKESDALE AVE SWPARK AVE NBENSON DR SEDMONDS AVE NESE MAY VALL E Y R D BENSON RD S SE 128TH ST SE 168TH ST MAP L E V A L L E Y H W Y78TH AVE SSW 7TH ST RAI N I E R A V E S NE 12TH ST 164TH AVE SE148TH AVE SESE RENTO N M A P L E V A L L E Y R D NE 3RD ST SE 144TH ST NE 7TH ST MONROE AVE NE156TH AVE SE124TH AVE SESW 16TH ST S 3RD ST SE CARR RD 144TH AVE SERAINIER AVE N SW GRADY WAY LAKE WASH INGTON BLVD NNE SUNSET BLVDSW 27TH ST SW 41ST ST SW 34TH ST SE 89 T H P L 128TH AVE SE87TH AVE SN 30TH ST 154TH PL SE140 T H W A Y S EABERDEEN AVE NESE 204TH WA Y SE 142ND ST S 132ND ST PUGET DR SESE 176TH ST NE 27TH ST EAST VALLEY HWY SS 196TH ST SW 43RD ST 169TH AVE SE168TH AVE SEREN T O N A V E S SW LAN G S T O N R D SE 88TH P L UNION AVE SESE PUGET DRHOUSER WAY N SE 164TH ST S 43RD ST S 208TH ST T A Y L O R P L NW S 21ST ST S 180TH ST 132ND AVE SES 112TH ST N PARK DRNE 4TH STABERDEEN AVE NEPARK AVE N148TH AVE SE108TH AVE SE84TH AVE STALBOT RD STALBOT RD S!(City of Renton Production Well or Spring (11) Bedrock Outcrops Capture Zones 6-Month 1-Year 5-Years 10-Years Potential Contaminant Sources Within City of Renton WHPAs Figure 4 Active DOE Sites of Concern Active Release GUST/LUST GHazardous MaterialsGCleanup Site ( 11GTable 3 ID Refer to Text and Table 3 for description.K:\PONY\Renton_2017\GIS\basemap_ContaminantSources.mxd, 2/7/20190 3,000Feet K See Figure 5 AGENDA ITEM #6. o) AGENDA ITEM #6. o) !(!(!(!( !( !(!( !( !( ( ( ( (( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( PW-9 PW-8 RW-3 RW-2RW-1 EW-3R PW-12 PW-17PW-11 7 5 8 9 1 6 3 70 46 34 27 39 62 30 44 1820 16 10 15 65 72 45 69 71 25 23 40 26 54 59 61 48 14 29 76 60 74 56 43 49 32 64 47 12 35 52 11 50 41 42 36 68 17 66 53 63 33 21 38 57 55 37 67 24 51 58 28 31 22 75 13 19 Ce d a r R i v e r MAPL E V A L L E Y H W YPARK AVE NNE 4TH ST NE 3RD ST NE 7TH S T S 2ND ST N 3RD ST UNION AVE NES 3RD ST MAIN AVE SRAINIER AVE NMONROE AVE NEN 4TH ST S 4TH ST WILLIAMS AVE SBENSON RD S N 8TH ST TALBOT RD SLOGAN AVE NN 6TH ST EDMONDS AVE NEH A R D I E A V E SW WELLS AVE SBURNETT AVE SSHATTUCK AVE SSUNSET BLVD NSUNSET BLVD NE SW 7TH ST LOGAN AVE SUNION AVE SEN AIRPORT WAY BRONSON WAY NWELLS AVE NPUGET DR SET A Y L O R P L NW FACTORY AVE NTAYLOR AVE NWRENTON AVE SPUGET DR SWILLIAMS AVE NSW SUNSET BLVDS 7TH ST MILL AVE SBENSON DR SSW GRADY WAY E VALLEY RDSLATER ST SSW 16TH ST 116TH AVE SEGARDEN AVE NNE 4TH ST WILLIAMS AVE NWELLS AVE N2 4 !(City of Renton Production Well Bedrock Outcrops Capture Zones 6-Month 1-Year 5-Years 10-Years Potential Contaminant Sources Within City of Renton Downtown WHPA Figure 5 Active DOE Sites of Concern Active Release GUST/LUST GHazardous MaterialsGCleanup Site ( 11GTable 3 ID Refer to Text and Table 3 for description.K:\PONY\Renton_2017\GIS\Downtown.mxd, 2/7/20190 2,000Feet K AGENDA ITEM #6. o) AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019 APPENDIX A FSID INTERACTION TYPE AND GROUNDWATER RISK IDENTIFICATION AGENDA ITEM #6. o) AGENDA ITEM #6. o) Table A‐1. Ecology Facility Site Database Interaction Types and Potential Hazard Posed to Groundwater ACRONYM INTERACTON TYPE DEFINITION WHPA  Risk? Hazardous  Materials? Cleanup  Site?UST/LUST? AQARS Air Qual Annual Reg Source Facilities with actual or potential emissions that are less than  thresholds identified for federal and state operating permit  program.  (These sources are smaller than operating permit  program sources). See WAC 173‐400‐100 AQGSR Air Qual Gas Sta Reg Gas stations and gasoline storage facilities.  See Ch. 173‐491  WAC. AQLA Air Qual Local Authority Reg Small sources governed only by local air authorities. AQOPS Air Qual Oper Permit Source Facilities with actual or potential emissions that are greater  than 100 tons of (or 10 tons any one hazardous air pollutants or  25 tons per year of a combination of hazardous pollutants)  fugitive air emissions per year.  (These are generally large  industrial facilities governed by the federal and state operating  permit program.) See Ch. 173‐401 WAC AQPR Air Qual Periodic Reg These businesses are the smallest sources required to report  their emissions under the federal and state operating permit  program.  (These sources are generally smaller than registration  sources). See WAC 173‐400‐102 AQPS Air Qual Permit Source Facilities that as part of their process will emit air pollutants and  are seeking construction permits for either a new source or  changes to their existing facility. See WAC 173‐400‐110 or ‐114 AQPSD Air Qual PSD Source All facilities that emit more than 250 tons per year of air  pollutants, or 100 tons per year if the pollutants are within 28  listed categories. AQSYNMNR Air Qual Synth Minor Source Facilities that would be regulated under the operating permit  program but have opted to keep their emission limits lower  than the threshold for the program Their enforceable emission  limits keep them out of the operating permit program. See WAC  173‐400‐03 ENFORFNL Enforcement Final An Enforcement action (i.e. Penalty, Order, Notice) was  finalized and issued to the respective party, indicating the  enforcement action was taken. The start and end date listed in  the database are both the date the action was issued to the  responsible party. Y NONENFNL Non Enforcement Final A Non‐Enforcement action (i.e. permit, notice of construction,  etc.) was finalized, issued to the respective party, indicating the  non‐enforcement action was taken.Y TIER2 Emergency/Haz Chem Rpt  TIER2 Businesses that store 10,000 pounds or more of a hazardous  chemical or 500 pounds or less, depending on the chemical, of  an extremely hazardous chemical on site at any one time must  report annually. Reports are sent to the State Emergency  Response Commission [represented by Ecology] Local  Emergency Planning Committees, and local fire departments for  emergency planning. [product, not waste]Y Y TRI Toxics Release Inventory Facilities in specific industries that manufacture, process or use  more than the threshold amount of one or more of 600 listed  toxic chemicals. Most threshold amounts are 10,000 or 25,000  pounds per year. Some chemicals have much lower thresholds. Y Y HWP Hazardous Waste Planner Under Chapter 173‐307 WAC, facilities that report under  Section 313 of the Emergency Planning/Community Right‐To‐ Know Act (EPCRA), or that generate more than 2,640 pounds of  hazardous waste per year, must prepare Pollution Prevention  Plans. Y Y LSC Local Source Control The site has received a technical assistance visit from a Local  Source Control Specialist. UW Urban Waters The site has received an inspection by an Ecology Urban Waters  Inspector. RSVP Revised Site Visit Program The Hazardous Waste and Toxics Reduction Program engages in  a variety of field work, site visits, and contacts with sites.  While  most compliance related activity is recorded into the EPA's  RCRAInfo system, the other types of activities are recorded into  the Revised Site Visit Program (RSVP). HWG Hazardous Waste Generator Facilities that generate any quantity of a dangerous waste.   They may be classified as SQG, MQG, or LQG depending on  hazardous waste generated for a given month.Y Y HWOTHER Haz Waste Management  Activity Facilities that are required to have a RCRA Site ID# but who do  not generate and/or manage hazardous waste (XQG generator  status).  This includes transporters, used oil recycler's, and  dangerous waste fuel marketers and burners.Y Y HWTRNSFR Haz Waste Transfer Facility Transfer facility is a site, owned, leased or operated by a  transporter of regulated hazardous waste shipments where any  of the following occurs: 1) receives wastes from another  transporter, 2) transfers wastes from one transport vehicle to  another, 3) transfers waste from one container to another, and  4) stores waste within a vehicle or on property for 10 days or  less.  Examples of transfer facilities include a parking lot,  warehouse, truck terminal, barge or steamship loading and  unloading facility, or railroad spur loading or unloading facility. Y Y HWTSDF Haz Treatment Storage Facility Facilities that treat store or dispose hazardous waste.Y Y Table A‐1. Ecology Facility Site Database Interaction Types and Potential Hazards Posed to Groundwater Renton WHPP Update AGENDA ITEM #6. o) AGENDA ITEM #6. o) ACRONYM INTERACTON TYPE DEFINITION WHPA  Risk? Hazardous  Materials? Cleanup  Site?UST/LUST? 401MIT 401CZM Mitigation Site A 401Mit Site is in most cases associated with a 401Proj site.  It  is a compensatory mitigation site required as permit conditions  for activities occurring at the 401Proj site.  Mitigation sites are  required for impacts to the state’s water bodies and are to be  protected in perpetuity. Examples of compensatory mitigation  sites include; restoration, creation, enhancement, preservation,  and mitigation bank sites. 401PROJ 401CZM Project Site A 401Proj Site is a location where a proposed activity has  triggered an Ecology action based on its authority from Section  401 of the Clean Water Act and/or Coastal Zone Management  Act.  The activity may be pending or Ecology has taken some  action (denied or approved a permit, conducted an  enforcement action, etc.).   Examples  of projects include:  commercial, residential, or industrial developments involving fill  of wetlands; dredging and other in‐water activities; bridge  crossings; etc. 401MITOLD 401CZM OLD Mitigation Site A 401Mit Site is in most cases associated with a 401Proj site.  It  is a compensatory mitigation site required as permit conditions  for activities occurring at the 401Proj site.  Mitigation sites are  required for impacts to the state’s water bodies and are to be  protected in perpetuity. Examples of compensatory mitigation  sites include; restoration, creation, enhancement, preservation,  and mitigation bank sites. 401PROJOLD 401CZM OLD Project Site A 401Proj Site is a location where a proposed activity has  triggered an Ecology action based on its authority from Section  401 of the Clean Water Act and/or Coastal Zone Management  Act.  The activity may be pending or Ecology has taken some  action (denied or approved a permit, conducted an  enforcement action, etc.).   Examples  of projects Legacy Data ‐‐  include: commercial, residential, or industrial developments  involving fill of wetlands; dredging and other in‐water activities;  bridge crossings; etc. CLASS1 Class 1 Facility Applies to large, fixed shore‐side facilities such as refineries,  refueling terminals, and oil pipelines.  This definition includes  facilities that transfer to tank vessels and pipelines. Full  definition can be found in Washington Administrative Code  (WAC) 173‐180‐020.Y CLASS2 Class 2 Facility Applies to mobile equipment such as tank trucks, railcars, and  portable tanks that transfer to any non‐recreational vessel of  any size. Full definition can be found in Washington  Administrative Code (WAC) 173‐180‐020.Y CLASS3 Class 3 Facility Applies to small tank farms and terminals that transfer oil to  non‐recreational vessels that have a fuel capacity of 10,500  gallons or more.  Full definition can be found in Washington  Administrative Code (WAC) 173‐180‐020.Y CLASS4 Class 4 Facility Applies to marinas and other small fueling facilities that transfer  oil to non‐recreation vessels that have a fuel capacity of less  than 10,500 gallons. Full definition can be found in Washington  Administrative Code (WAC) 173‐180‐020.Y CPLAN Oil Facility Contingency Plan Oil handling facilities that are required to file oil spill  contingency plans. An oil handling facility can be classified as a  structure, equipment, pipeline, or device located on or near  navigable waters of the state that transfers oil in bulk to or  from a tank vessel or pipeline and is used for producing, storing,  handling, transferring, processing, or transporting oil in bulk.  NERTS Reported in NERTS A facility that was reported in the Environmental Reports  Tracking System Y FCS Federal (Superfund) Cleanup  St A federal cleanup site listed in CERCLIS where Ecology has been  or is currently involved with the cleanup process or has  knowledge of the site from another process.Y Y FUDS Formerly Used Defense Site The Department of Defense (DoD) is responsible for cleaning up  properties that were formerly owned, leased possessed, or  operated by DoD. Such properties are known as Formerly Used  Defense Sites (FUDS). The Army is the executive agent for the  program and the U.S. Army Corps of Engineers is the  organization that manages and executes the program.  Information about the origin and extent of contamination, land  transfer issues, past and present property ownership, and  program policies must be evaluated before DoD considers a  property eligible for Defense Environment Restoration Account  (DERA) funding under the FUDS program.Y Y INDPNDNT Independent Cleanup Any remedial action without department oversight or approval  and not under an order or decree.Y Y IRAP Independent Remedial Action  Program Ecology staff reviewed IRAP reports and provide written  determination indicating whether the cleanup meets Model  Toxics Control Act (MTCA) standards.Y Y LUST LUST Facility A leaking underground tank cleanup site being cleaned up with  Ecology oversight or review. Y YY SCS State Cleanup Site A site is being cleaned up under state regulations. Regulations  include Model Toxics Control Act or its predecessors.Y Y Table A‐1. Ecology Facility Site Database Interaction Types and Potential Hazards Posed to Groundwater Renton WHPP Update AGENDA ITEM #6. o) AGENDA ITEM #6. o) ACRONYM INTERACTON TYPE DEFINITION WHPA  Risk? Hazardous  Materials? Cleanup  Site?UST/LUST? SEDIMENT Sediments A sediment site is a location of interest at which sediment  chemical and/or biological data has been obtained and  evaluated for potential impacts to human health or the  environment.   Sediment sites may exist beneath or be  associated with freshwater, marine and estuarine bodies of  water.   Sediment sites may or may not be linked to a known  land‐based facility. VOLCLNST Voluntary Cleanup Sites For a fee, Ecology staff will review an independent cleanup  report(s) and provide a written decision about the adequacy of  the cleanup actions taken and described in the report. Y Y SCI Source Control Inspection Source Control Inspection conducted by Ecology or other  agency for TCP Cleanup Sites. UST Underground Storage Tank Any one or combination of tanks (including connecting  underground pipes) that is used to contain regulated  substances and has a tank volume of ten percent or more  beneath the surface of the ground. This term does not include  any of the exempt UST systems specified in WAC 173‐360‐ 110(2) or any piping connected thereto. See WAC 173‐360 Y Y INDUSTRL Industrial Sites The Industrial Section focuses on three major industries of  Washington State: Aluminum Smelters, Oil refineries and Pulp  and Paper Mills. The Section's staff is trained to handle the  complexities of these industries and is responsible for  environmental permitting, site inspections, and compliance  issues. They regulate air, water, hazardous waste, and cleanup  management activities at pulp and paper mills and aluminum  smelters. They also regulate water, hazardous waste, and  cleanup management activities at state oil refineries.Y BIOSOLIDS BIOSOLIDS Biosolids Y COMPOST Composting Compost facilities turn organic wastes into compost under  controlled conditions without attracting pests or creating  human or environmental health problems.Y LANDAPP Land Application An area of land, under the same ownership or operator, where  solid waste that has beneficial use for its agronomic or soil‐ amending properties is applied under controlled amounts and  conditions.Y LANDFILL Landfill A disposal facility or part of a facility at which solid waste is  placed in or on land and which is not a land treatment facility.Y MRW Moderate Risk Waste A solid waste handling facility that is used to collect, treat,  recycle, exchange, store, consolidate and/or transfer moderate  risk waste (MRW). MRW is limited to conditionally exempt  small quantity generator (CESQG) waste and household  hazardous waste (HHW).Y RECOVERY Energy Recovery Energy recovery facilities that recover energy in a useable form  from the burning (incineration) of solid waste. These include  energy‐recovery facilities that burn municipal solid waste and  paper manufactures who burn wood waste at a rate of more  than twelve tons of solid waste per day.Y RECYCLE Recycling Recycling facilities are those that transform or remanufacture  waste materials into usable or marketable materials for use  other than landfill disposal or incineration. Requirements do  not include the collection, compacting, repackaging and sorting  for the purpose of transport.Y STRHAND Storage & Handling Various types of facilities that handle solid waste on an interim  basis. These include piles of solid waste, surface impoundments  holding liquids, drop boxes where solid waste is collected for  future transportation, areas storing over 800 tires, and transfer  stations where solid waste is collected, compacted, sorted and  loaded for transport to a recycling facility or final disposal at a  landfill or incineration.Y WQDAIRY Dairy Any farm licensed to produce milk under chapter 15.36 RCW.   This definition is further restricted to include only those  facilities that are producing bovine milk (as opposed to goat  milk), and excludes other dairy related operations such as  replacement heifer rearing farms.  It should be noted that some  dairies have more than one milking parlor and therefore have  more than one license.Y APALGAEGP AP Aquatic Plant and Algae  Management GP General permit to regulate application of herbicides and other  products used in lakes to treat plants or algae in order to  protect state waters.Y APFISHIP AP Fish Management IP Individual permit issued to WA State Fish and Wildlife (WFDW)  that regulates the discharge of 2 fish eradication chemicals  (rotenone and antimycin A used to control undesirable fish  species) in order to protect waters of the state.Y APFISHRMGP AP Fisheries Resource  Management GP Fisheries Resource Management Permit issued to WA WDFW  Rotenone permit Y APINVAQG AP Aquatic Invasive Species  Ma General permit issued to regulate the application of chemicals  (used to control non‐native invasive aquatic animals and non‐ native invasive marine algae) in order to protect state waters.Y APMOSQGP AP Aquatic Mosquito Control  GP General permit issued to regulate mosquito control districts and  government entities that apply specified control chemicals  (used to control mosquitoes and mosquito larvae) in order to  protect state waters.Y Table A‐1. Ecology Facility Site Database Interaction Types and Potential Hazards Posed to Groundwater Renton WHPP Update AGENDA ITEM #6. o) AGENDA ITEM #6. o) ACRONYM INTERACTON TYPE DEFINITION WHPA  Risk? Hazardous  Materials? Cleanup  Site?UST/LUST? APMOTHIP AP Invasive Moth Control IP Individual permit issued to WA State Dept of Agriculture to  regulate insecticides (used to control invasive moths) applied to  vegetation within and overhanging surface waters in order to  protect state waters. Y APNXWEEG AP Aquatic Noxious Weed  Manage The general permit covers the indirect discharge of herbicides,  adjuvants, and marker dyes into estuaries, marine areas,  wetlands, along lake shorelines, rivers, streams, and other wet  areas to manage Spartina and freshwater noxious weeds in  Washington. An indirect discharge occurs when there may be  incidental overspray or dripping of a chemical from the treated  plants into waters of the state.Y APOYSTERIP AP Oyster Growers IP Individual permit issued to Willapa Bay/Grays Harbor Oyster  Growers and to Farm and Forest Helicopter Service Inc. to  regulate application of carbaryl (used to control burrowing  shrimp) to state waters.Y APWEEDGP AP Irrigation System Aquatic  Weed Control GP General permit issued to regulate applicators of herbicides to  control aquatic weeds in irrigation water conveyance systems Y BOATGP Boatyard GP General permit issued to boatyards to regulate discharges of  pollutants to state waters from boatyard construction,  maintenance and repair activities Y BRIDGEWASHGP Bridge Washing GP General Permit for bridge washing DOT counties cities etc CAFOGP CAFO GP General permit issued to regulate operators of concentrated  animal feeding operations that discharge to state waters.Y CAFOIP Cafo NPDES IP Individual NPDES permit issued to regulate operators of  concentrated animal feeding operations that discharge to state  waters.Y CONSTSWGP Construction SW GP General permit issued to owner/operators of construction  projects that disturb 1 or more acres of land through clearing,  grading, excavating, or stockpiling of fill material that discharge  stormwater to state waters. DAIRY Dairy Unpermitted Unpermitted Dairy (Facility Site Place Holder)Y FISHGP Upland Fish Hatchery GP General permit issued to operators of upland fin‐fish hatching  and rearing operations to regulate discharges to state waters FISHNETPENS Fish Net Pens In water structures that raise or hold fish.    This separates these  facilities from upland hatchery/fish rearing structures. They will  all have NPDES permit.  Some are in fresh water and some  marine, but all will be located in a waterbody, not on land. FRUITGP Fruit Packer GP General permit issued to fruit packers to regulate discharges of  process wastewater and stormwater to state waters.Y IND2GROUNDSWDP Industrial to ground SWDP IP Industrial to ground SWDP IP Y IND2POTWPRIVSWDP Industrial to POTW/Private  SWD Industrial state waste discharge permit for facility that  discharges pretreated wastewater to a public or privately  owned treatment works (POTW).Y INDNPDESIP Industrial NPDES IP Individual NPDES and State permits issued to industries to  regulate discharges of process wastewater to state waters. Y INDSWGP Industrial SW GP General permit issued to industries to regulate the discharge of  contaminated stormwater to state waters. MARIJUANA Marijuana Growers This interaction is used for marijuana growers that fill out the  checklist Ecology provides when they call and ask whether they  will need a permit. MS4P1GP Municipal SW Phase I GP General permit issued to municipalities with populations  greater than 100,000 to regulate stormwater discharges from  municipal stormwater collections systems to state waters. MS4P2EASTGP Municipal SW Phase II Eastern  WA GP General permit issued to all operators of regulated small  municipal stormwater collection systems to regulate  stormwater discharges to state waters in eastern WA. MS4P2WESTGP Municipal SW Phase II  Western WA GP General permit issued to operators of small municipal  stormwater collection systems to regulate stormwater  discharges to state waters in western WA. MUNI2GROUNDSWDP Municipal to ground SWDP IP Municipal to ground SWDP IP Y MUNINPDESIP Municipal NPDES IP Individual NPDES and State permits issued to municipalities and  other public entities to regulate discharges of treated domestic  wastewater to state waters.Y NONPOINT NONPOINT A Facility or Site that is discharging polluted runoff from urban,  agriculture, forestry or other practices and does not have a  water quality permit.Y RECLAIMSWDP Reclaimed Water IP Individual permit issued to a generator of reclaimed water that  regulates the location, the rate, the quality, and the purpose of  use of the reclaimed water.Y SANDGP Sand and Gravel GP General permit issued to sand and gravel mining operators to  regulate the discharge of pollutants to state waters.Y VESSELDECONSGP Vessel Deconstruction GP Vessel Deconstruction GP Y WATERCOLLECTGP Tributary Wastewater  Collection System GP General permit issued to operators of tributary domestic  wastewater collection systems not regulated under an  individual permit.Y WATERTREATGP Water Treatment Plant GP General permit issued to water treatment plants to regulate the  discharge of backwash (generated during potable water  production) to state waters.Y WINEGP Winery GP General permit issued to regulate wineries that discharge  process wastewater to state waters.Y WSDOTMSWGP WSDOT Municipal SW GP General permit issues to the WA State Department of  Transportation to regulate its discharge of stormwater (runoff  from state highways, rest areas, park and ride lots, ferry  terminals, and maintenance facilities) to state waters. Table A‐1. Ecology Facility Site Database Interaction Types and Potential Hazards Posed to Groundwater Renton WHPP Update AGENDA ITEM #6. o) AGENDA ITEM #6. o) ACRONYM INTERACTON TYPE DEFINITION WHPA  Risk? Hazardous  Materials? Cleanup  Site?UST/LUST? DAM Dam Site Under state law, the Department of Ecology is responsible for  regulating dams that capture and store at least 10 acre‐feet of  water or watery materials such as mine tailings, sewage and  manure waste. Ecology's Dam Safety Office currently oversees  about 870 dams across the state through plan reviews and  construction inspections of new dams as well as conducting  inspections of existing dams to assure proper operation and  maintenance. Note: Professional judgement was applied in creating this list of potential groundwater hazards. It assumes that groundwater and surface water are in direct continuity, and  therefore applications of pesticides or herbicides to surface waters could impact groundwater. General stormwater discharge permits were not included as potential hazards since  stormwater from all sites within WHPAs potentially drain to state waters, and therefore stormwater pollution risks are not limitted to only permitted sites . Table A‐1. Ecology Facility Site Database Interaction Types and Potential Hazards Posed to Groundwater Renton WHPP Update AGENDA ITEM #6. o) AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019 APPENDIX B WHPA NO FURTHER ACTION SITE TABLE AGENDA ITEM #6. o) Table B‐1. Cleanup Sites With No Further Action Determinations Within Renton WHPAsFSIDCleanup Site IdFacility Name Facility AddressHazardous MaterialsLUSTEnvironmental Covenant2066 5054Renton School Dist 403 1220 N 4TH ST                           YY2068 93JH BAXTER & CO INC 5015 LAKE WASHINGTON BLVD N       YY2169 1155RENTON TRANSFER STATION S OF NE 4TH ST                          2193 1240WASHINGTON NATURAL GAS RENTON 319 S 3RD ST                            2207 5067Texaco Station 120645 1408 BRONSON WAY N                      YY2315 1992PERFORMANCE APEX AUTO SHOP 410 SUNSET BLVD N                       Y2367 2059JA MERICA MOTORS 4111 NE SUNSET BLVD2475 3049GARDEN PLAZA PARK AVE N & N 6TH ST                   Y2514 5130UNOCAL SERVICE STATION 6321 17500 140TH AVE SE                      YY2532 2419RENTON SCHOOL DIST 403 WAREHOUSE 235 AIRPORT WAY S                       Y2559 5150ARCO STATION 4400 3123 NW SUNSET BLVD                     YY2570 5158US WEST RENTON ADMIN 300 SW 7TH ST                           Y3538 5206KENNYDALE FUEL 1616 NE 30TH STYY5418 177DUKES TRANSMISSION & USED CARS 251 RAINIER AVE N                       5448 233ConocoPhillips 2705509 3002 SUNSET BLVD NE                     YY15012 12112Potoshnik Property 3401 3403 BURNETT AVE N15792 12559COMMERCIAL PROPERTY LAKE WASHINGTON BLVD N 1100 LAKE WASHINGTON BLVD NY22298 2832Renton Honda Shop 858 LIND AVE SWY333151 3978PROPOSED RENTON MIXED USE REDEV PROJECT559 601 625 RAINIER AVE N706771 444Shannons Village1630 DUVALL AVE NE                      1771950 526477 Burnett Ave South77 BURNETT AVE S                        Y1932257 2156Le Pham Property19016 116TH AVE SE                      3193787 2523Hanson Property2225 JONES AVE NE                       3441394 7539Jiffy Lube Store 27583933 NE 4TH ST                          YY3834333 5327SUNSET CHEVRON150 SUNSET BLVD SW                      YY4474679 2708Car Wash Enterprises CWE Renton77 RAINIER AVE S                        YY4487258 2583Vino Ristorante Italiano212 S 3RD ST                            5101053 1514Economy Auto Repair former4815 NE 4TH ST                          5168785 5353Aqua Barn15227 RENTON MAPLE VALLEY RD      YTable B‐1. Cleanup Sites With No Further Action Determinations Within Renton WHPAsRenton WHPP UpdateAGENDA ITEM #6. o) Table B‐1. Cleanup Sites With No Further Action Determinations Within Renton WHPAsFSIDCleanup Site IdFacility Name Facility AddressHazardous MaterialsLUSTEnvironmental Covenant5494605 1025OLYMPIC PIPE LINE CO MAPLEWOOD 3524 SE 5TH ST                          5796263 1093Kens Dry Cleaners17620 140TH AVE SE SUITE C8             Y6417829 7701Puget Sound Helicopter Inc300 AIRPORT WAY S                       YY7567537 844Fogarrd Baker5325 NE 4TH ST                          8119234 7773MCCANN ENTERPRISES INC13029 136TH AVE SE                      Y8980557 4503Lakeshore Landing Residential Site1201 N 10TH PL9625997 424SUNSET VIEW APARTMENTS2101 SW SUNSET BLVD                     16258354 8124RENTON BP300 320 RAINIER AVE S                   YY16674799 7231Chevron USA Inc SS 945224044 NE SUNSET BLVDYY21164679 5675Arco 5238175 RAINIER AVE SYY26515148 5785RENTON SHOPPING CENTER351 HARDIE AVE SWYY27124698 4111Friedels Svc Inc345 FACTORY PL NY27383166 5801COOKS CHEVRON MART II201 S 3RD ST                            YY28815815 638PDQ Cleaners3807 NE 4TH                             Y32528923 5873GULL 2292904 MAPLE VALLEY HWYYY32954817 4262KING CNTY DPW RENTON FACILITY155 MONROE AVE NE                       Y34987922 8821TEXACO STATION 63232018014210 SE PETROVITSKYYY36726432 8901KING COUNTY PUBLIC WORKS ROADS DIV 155 MONROE AVE NE BLDG A              Y36993943 11786Arco 602617200 140TH AVE SEYY46734965 61427 ELEVEN 2332169211520 DUVALL AVE NE                      Y47138342 9351Arco 5902710 S GRADY WAYYY47783192 9385Circle K Store 270160220727 108TH AVE SEYY47917271 6155RENTON NORTHWEST LLC4105 NE 4TH ST                          YY48271835 6160Shell Station 1206461410 N 30TH ST                          YY51753478 6202CHEVRON 9711119044 108TH AVE SE                      YY54463839 12913Bryant Motors1300 BRONSON WAY NY55297998 4744RENTON SCHOOL DISTRICT410 PARK AVE                            61614156 6378GULL 2053800 NE 4TH                             YY62238722 1197WALTS SERVICE CENTER546 BURNETT AVE N                       63659812 9975Cascade Lincoln Mercury201 S 7TH ST                            YYTable B‐1. Cleanup Sites With No Further Action Determinations Within Renton WHPAsRenton WHPP UpdateAGENDA ITEM #6. o) Table B‐1. Cleanup Sites With No Further Action Determinations Within Renton WHPAsFSIDCleanup Site IdFacility Name Facility AddressHazardous MaterialsLUSTEnvironmental Covenant64293294 9996MAPLEWOOD MAINTENANCE SHOP 4000 MAPLE VALLEY HWY                   Y64969378 4226T & S AUTOMOTIVE SALES 515 RAINIER AVE S68451915 2647Fairwood Cleaners Inc17240 140TH AVE SE                      Y71471562 6545CHARLEYS AUTOMOTIVE207 MAIN ST S                           Y72553632 10282Arco 54911537 DUVALL AVE NE                      YY72727118 10292NW ENTERPRIZES CORPORATION3123 NE 4TH                             Y72762979 10295Goodyear Auto Service Center 8821 207 S 3RD ST                            YY73233112 10311Shell Station 1212274102 NE 4TH ST                          YY74465899 6610Kennydale Chevron1419 N 30TH STYY78566837 2963LES SCHWAB TIRES RENTON710 RAINIER AVE S                       79696523 6686JC MART2801 NE SUNSET BLVD                     Y81135179 4322ORCHARD PLAZA SHOPPING CTR DRY CLEANERS20910 108TH AVE SE82472985 2892North American Refractories1500 HOUSER WAY S                       Y82651824 1130BNSF Shattuck Street DerailmentSHATTUCK & HOUSER STS                   84748394 4625Lithia Lot A Car of Renton700 S GRADY WAY                         85831936 4325Plat of Shady EstatesS 197TH PL & TALBOT RD S                85953633 10844PACCAR MIS480 HOUSER WAY NYY88647696 6816SUNSET RAINIER RENTON WALGREENS 299 RAINIER AVE S                       YY97278611 11276SHORT STOP MINI MART4615 NE 4TH STYY97722694 1936RENTON HIGHLANDS2880 NE 3RD ST                          Table B‐1. Cleanup Sites With No Further Action Determinations Within Renton WHPAsRenton WHPP UpdateAGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019 APPENDIX C ENVIRONMENTAL SITES INFORMATION AGENDA ITEM #6. o) CleanupSiteDetails2014 KING COUNTY SITE ID:Renton Highlands Landfill Cleanup Site ID: 212 FS ID: 2128 Alternate Name(s): Highlands Landfill, RENTON HIGHLANDS LANDFILL LOCATION: WRIA: 8 Lat/Long: 47.486 -122.181 View Vicinity Map Address: NE 3RD ST & NE 4TH ST Township Range Section Legislative District: 11 RENTON 98056 23N 5E 16 Congressional District: 9 STATUS: Awaiting Cleanup Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 1001 Renton Highlands Landfill Upland No Process Awaiting Cleanup ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager CleanupSite Site Discovery/Release Report Received Completed 3/1/1988 3/1/1988 Northwest Region SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Conventional Contaminants, Inorganic S Conventional Contaminants, Organic S Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 1 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Scott Drycleaners Cleanup Site ID: 644 FS ID: 62912812 Alternate Name(s): Scott Drycleaners LOCATION: WRIA: 9 Lat/Long: 47.476 -122.215 View Vicinity Map Address: 201 S 4TH PL Township Range Section Legislative District: 37 RENTON 98055 23N 5E 18 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 4115 Scott Drycleaners Upland Independent Action Cleanup Started 515631 / 634327 ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager CleanupSite Site Discovery/Release Report Received Completed 12/13/2000 12/13/2000 Colburn, Gail CleanupSite Initial Investigation / Federal Preliminary Assessment Completed 2/1/2001 2/1/2001 Local Government County Health-NW CleanupSite Early Notice Letter(s)Completed 10/22/2001 10/22/2001 Bremer, Steve VcpProject NW1145 VCP Opinion on Cleanup Action Completed 8/13/2003 Maurer, Christopher SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Halogenated Organics C C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:PACIFIC CAR & FOUNDRY CO Cleanup Site ID: 788 FS ID: 2065 Alternate Name(s): ACTIVE USA INC, DALLAS & MAVIS FORWARDING TRUCK DEC, PACCAR DEFENSE SYSTEMS, PACCAR INC RENTON SITE, PACIFIC CAR & FOUNDRY CO, PACIFIC CAR & FOUNDRY CO., PACIFIC CAR & FOUNDRY COMPANY, PACIFIC CAR AND FOUNDRY COMPANY LOCATION: WRIA: 8 Lat/Long: 47.491 -122.198 View Vicinity Map Address: 1400 N 4TH ST Township Range Section Legislative District: 37 RENTON 98057 Congressional District: 9 STATUS: Construction Complete-Performance Monitoring Rank: 0 View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Timm, Ron Statute: MTCA Is Brownfield? Has Environmental Covenant? Yes Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 955 PACIFIC CAR AND FOUNDRY COMPANY Upland Federal-supervised or conducted Cleanup Complete-Active O&M/Monitoring ongoing ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager CleanupSite Site Hazard Assessment/Federal Site Inspection Completed 9/10/1990 9/10/1990 Ecology South, David CleanupSite Hazardous Sites Listing/NPL Completed 9/10/1991 9/10/1991 South, David CleanupSite ActivityType Periodic Review Planned 3/1/2019 Freeman, Eugene CleanupSite ActivityType Periodic Review Completed 10/1/2009 11/23/2009 Hickey, Joe CleanupSite ActivityType Periodic Review Completed 3/1/2014 7/1/2014 Freeman, Eugene CleanupSite MilestoneTyp O & M In Process 11/8/1997 3/31/2012 South, David Milestone Remedial Investigation and/or Feasibility Study Completed 7/1/1988 8/30/1991 South, David Milestone Cleanup Action Plan Completed 6/15/1990 9/15/1991 South, David Milestone Cleanup - Construction Completed 9/15/1991 11/8/1997 South, David SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Conventional Contaminants, Inorganic C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Halogenated Organics C C Metals - Other C Metals Priority Pollutants C C Non-Halogenated Solvents C Petroleum Products-Unspecified C Phenolic Compounds C Polychlorinated biPhenyls (PCB)C Polycyclic Aromatic Hydrocarbons C Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Sky Harbor Aviation Cleanup Site ID: 1170 FS ID: 63051958 Alternate Name(s): RENTON MUNICIPAL AIRPORT, SKY HARBOR AVIATION LOCATION: WRIA: 8 Lat/Long: 47.486 -122.214 View Vicinity Map Address: 300 AIRPORT WAY S Township Range Section Legislative District: 37 RENTON 98055 23N 5E 18 Congressional District: 9 STATUS: Awaiting Cleanup Rank: 5 View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 4121 Sky Harbor Aviation Upland No Process Awaiting Cleanup 502544 ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager CleanupSite Site Discovery/Release Report Received Completed 3/31/1999 3/31/1999 Northwest Region CleanupSite Initial Investigation / Federal Preliminary Assessment Completed 3/31/1999 3/31/1999 Ecology Northwest Region CleanupSite Early Notice Letter(s)Completed 9/7/1999 9/7/1999 Northwest Region CleanupSite Site Hazard Assessment/Federal Site Inspection Completed 3/13/2002 8/2/2002 Local Government County Health-NW CleanupSite Hazardous Sites Listing/NPL Completed 8/2/2002 8/2/2002 Northwest Region SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Non-Halogenated Solvents S C Petroleum Products-Unspecified S C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Stoneway Concrete Renton Cleanup Site ID: 2121 FS ID: 62244377 Alternate Name(s): RENTON PLANT, Stoneway Concrete Renton LOCATION: WRIA: 8 Lat/Long: 47.481 -122.194 View Vicinity Map Address: 1915 SE MAPLE VALLEY HWY Township Range Section Legislative District: 11 RENTON 98055 23N 5E 17 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Warfel, Michael Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 4094 Renton Plant Upland Voluntary Cleanup Program Cleanup Started ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager VcpProject NW1702 VCP Receipt of Plan or Report Completed 8/11/2015 8/11/2015 Bardy, Louise VcpProject NW1702 VCP Receipt of Plan or Report Completed 4/24/2017 4/24/2017 Fernandez, Sonia VcpProject NW1702 VCP Opinion on Site Cleanup Plan Completed 4/24/2017 8/31/2017 Warfel, Michael VcpProject NW1702 VCP Status Request Completed 6/14/2015 8/11/2015 Bardy, Louise VcpProject NW1702 VCP Opinion on Interim Action Completed 11/29/2006 Headquarters VcpProject NW1702 VCP Opinion on Cleanup Action Plan Completed 3/9/2009 4/30/2009 Goldstein, Libby SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Petroleum Products-Unspecified C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:PSE Grady Way Renton Complex Parcel 2 Cleanup Site ID: 2743 FS ID: 21349929 Alternate Name(s): PSE GRADY WAY RENTON COMPLEX PARCEL 2, TALBOT STORAGE YARD LOCATION: WRIA: 9 Lat/Long: 47.473 -122.208 View Vicinity Map Address: 915 S GRADY WAY Township Range Section Legislative District: 11 RENTON 98055 23N 5E 19 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Yes Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 3481 PSE Grady Way Renton Complex Parcel 2 Upland Independent Action Cleanup Started ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager CleanupSite Site Discovery/Release Report Received Completed 1/20/2000 1/20/2000 Northwest Region CleanupSite Initial Investigation / Federal Preliminary Assessment Completed Northwest Region CleanupSite Site Hazard Assessment/Federal Site Inspection Canceled 4/7/2015 9/25/2015 Ecology w/ Contractor Musa, Donna VcpProject NW0429 VCP Opinion on Cleanup Action Completed 1/20/2000 2/3/2000 Madakor, Nnamdi SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Metals Priority Pollutants C R Petroleum Products-Unspecified C R Polychlorinated biPhenyls (PCB)S R Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:PSE Grady Way Renton Complex Parcel 3 Cleanup Site ID: 2893 FS ID: 86541135 Alternate Name(s): PSE GRADY WAY RENTON COMPLEX PARCEL 3, TALBOT STORAGE YARD LOCATION: WRIA: 9 Lat/Long: 47.471 -122.207 View Vicinity Map Address: 915 S GRADY WAY Township Range Section Legislative District: 11 RENTON 98055 23N 5E 19 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 4507 PSE GRADY WAY RENTON COMPLEX PARCEL 3 Upland Independent Action Cleanup Started ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager CleanupSite Site Discovery/Release Report Received Completed 1/20/2000 1/20/2000 Northwest Region CleanupSite Site Hazard Assessment/Federal Site Inspection Canceled 4/7/2015 9/25/2015 Ecology w/ Contractor Musa, Donna VcpProject NW0430 VCP Opinion on Cleanup Action Completed 1/20/2000 12/31/2002 Madakor, Nnamdi SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Metals Priority Pollutants C R Petroleum Products-Unspecified C R Polychlorinated biPhenyls (PCB)S R Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Renton Village Cleaners Cleanup Site ID: 3328 FS ID: 4484368 Alternate Name(s): Renton Village, Renton Village Cleaners, RENTON VILLAGE DRY CLEANERS LOCATION: WRIA: 9 Lat/Long: 47.472 -122.210 View Vicinity Map Address: 601 S Grady Way Township Range Section Legislative District: 11 Renton 98057 23N 5E 19 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Headquarters Site Manager: Maurer, Christopher Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 2512 Renton Village Cleaners Upland Voluntary Cleanup Program Cleanup Started 561155 ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager CleanupSite Site Discovery/Release Report Received Completed 7/25/2007 7/25/2007 Northwest Region CleanupSite Initial Investigation / Federal Preliminary Assessment Completed 7/27/2007 7/27/2007 Ecology Colburn, Gail CleanupSite Early Notice Letter(s)Completed 8/6/2007 8/6/2007 Colburn, Gail VcpProject NW1914 VCP Opinion on Remedial Investigation Completed 4/9/2008 5/1/2008 Hickey, Joe VcpProject NW1914 VCP Status Request Completed 5/7/2013 Pederson, Carrie VcpProject NW1914 VCP Opinion on Interim Action Completed 9/22/2008 12/11/2008 Nye, Roger VcpProject NW3017 VCP Receipt of Plan or Report Completed 11/16/2015 11/16/2015 Fernandez, Sonia VcpProject NW3017 VCP Receipt of Plan or Report Completed 7/24/2017 7/24/2017 Maurer, Christopher VcpProject NW3017 VCP Opinion on Site Cleanup In Process 12/22/2015 Maurer, Christopher SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Halogenated Organics C C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Service Linen Supply Cleanup Site ID: 3382 FS ID: 12593698 Alternate Name(s): Service Linen Supply, SERVICE LINEN SUPPLY INC LOCATION: WRIA: 9 Lat/Long: 47.478 -122.207 View Vicinity Map Address: 903 S 4TH ST Township Range Section Legislative District: 37 RENTON 98057-0659 23N 5E 17 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Headquarters Site Manager: Cook, Jason Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 3363 Service Linen Supply Upland Voluntary Cleanup Program Cleanup Started ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager LUST LUST - Notification Completed 10/19/2000 10/19/2000 Bails, John LUST LUST - Report Received Completed 2/1/2017 2/1/2017 LUST LUST - Report Received Completed 10/19/2000 10/19/2000 VcpProject NW1637 VCP Opinion on Interim Action Completed 6/6/2006 8/3/2006 Hickey, Joe VcpProject NW3113 VCP Opinion on Site Cleanup Completed 2/1/2017 10/27/2017 Cook, Jason SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Conventional Contaminants, Organic C C LUST - Other Hazardous Substance C C Non-Halogenated Solvents C C Petroleum-Gasoline C C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Texaco 632320402 Cleanup Site ID: 5313 FS ID: 3238112 Alternate Name(s): CHEVRON TEXACO 21-1549, GULL 1201, Texaco 632320402, Texaco Station 632320402 LOCATION: WRIA: 9 Lat/Long: 47.474 -122.207 View Vicinity Map Address: 509 S GRADY WAY Township Range Section Legislative District: 11 RENTON 98055 23N 5E 19 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Nye, Roger Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 4908 GULL 1201 Upland Voluntary Cleanup Program Cleanup Started ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager Milestone Cleanup Action Plan In Process 4/27/2005 12/31/2006 Northwest Region LUST LUST - Notification Completed 8/28/1989 8/28/1989 LUST LUST - Report Received Completed 3/9/1994 3/9/1994 LUST LUST - Report Received Completed 12/16/2005 12/16/2005 LUST LUST - Report Received Completed 6/22/1998 6/22/1998 LUST LUST - Report Received Completed 2/11/1997 2/11/1997 LUST LUST - Report Received Completed 3/12/1998 3/12/1998 LUST LUST - Report Received Completed 4/25/2001 4/25/2001 LUST LUST - Report Received Completed 4/16/1998 4/16/1998 LUST LUST - Report Received Completed 7/6/2012 7/6/2012 LUST LUST - Report Received Completed 10/13/1998 10/13/1998 LUST LUST - Report Received Completed 12/17/2004 12/17/2004 LUST LUST - Report Received Completed 3/12/1998 3/12/1998 SITE ACTIVITIES: Toxics Cleanup Program Integrated Site Information System Page 1 of 3 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) LUST LUST - Report Received Completed 1/29/2003 1/29/2003 LUST LUST - Report Received Completed 3/7/1994 3/7/1994 LUST LUST - Report Received Completed 2/11/1997 2/11/1997 LUST LUST - Report Received Completed 10/16/1995 10/16/1995 LUST LUST - Report Received Completed 4/21/1997 4/21/1997 LUST LUST - Report Received Completed 1/22/2002 1/22/2002 LUST LUST - Report Received Completed 3/31/1994 3/31/1994 LUST LUST - Report Received Completed 2/11/1997 2/11/1997 LUST LUST - Report Received Completed 10/13/1998 10/13/1998 LUST LUST - Report Received Completed 5/30/1995 5/30/1995 LUST LUST - Report Received Completed 8/26/1997 8/26/1997 LUST LUST - Report Received Completed 4/24/1995 4/24/1995 LUST LUST - Report Received Completed 10/16/1995 10/16/1995 LUST LUST - Report Received Completed 8/23/1996 8/23/1996 LUST LUST - Report Received Completed 9/30/2005 9/30/2005 LUST LUST - Report Received Completed 11/11/1993 11/11/1993 LUST LUST - Report Received Completed 12/23/2003 12/23/2003 LUST LUST - Report Received Completed 12/19/1994 12/19/1994 LUST LUST - Report Received Completed 1/7/1999 1/7/1999 LUST LUST - Report Received Completed 3/2/2007 3/2/2007 LUST LUST - Report Received Completed 8/9/2001 8/9/2001 LUST LUST - Report Received Completed 10/19/2009 10/19/2009 VcpProject NW1450 VCP Status Request In Process 7/7/2017 Fernandez, Sonia VcpProject NW1450 VCP Opinion on Cleanup Action Plan Completed 4/27/2005 Adams, Mark VcpProject NW1450 VCP Opinion on Interim Action Completed 3/19/2007 Adams, Mark VcpProject NW1450 VCP Opinion on Interim Action Canceled 7/9/2008 Adams, Mark Media:AFFECTED MEDIA & CONTAMINANTS: Toxics Cleanup Program Integrated Site Information System Page 2 of 3 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Benzene C C Lead C C Metals Priority Pollutants C B Pesticides-Unspecified C Petroleum-Gasoline C C Petroleum-Other C C Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 3 of 3 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Lithia Dodge Chrysler Jeep Cleanup Site ID: 5446 FS ID: 7826317 Alternate Name(s): Lithia Dodge Chrysler Jeep, PUGET SOUND CHRY PLY INC, PUGET SOUND CHRY-PLY INC, PUGET SOUND CHRYSLER PYMOUTH INC LOCATION: WRIA: 9 Lat/Long: 47.476 -122.215 View Vicinity Map Address: 585 RAINIER AVE S Township Range Section Legislative District: 37 RENTON 98055 23N 5E 18 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 5935 PUGET SOUND CHRYSLER PLYMOUTH Upland Independent Action Cleanup Started ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager CleanupSite Site Discovery/Release Report Received Completed 9/30/1994 9/30/1994 Northwest Region LUST LUST - Notification Completed 9/30/1994 9/30/1994 LUST LUST - Report Received Completed 12/13/1993 12/13/1993 LUST LUST - Report Received Completed 7/14/1994 7/14/1994 LUST LUST - Report Received Completed 10/13/1993 10/13/1993 LUST LUST - Report Received Completed 9/19/1994 9/19/1994 LUST LUST - Report Received Completed 3/14/2007 3/14/2007 LUST LUST - Report Received Completed 1/10/1995 1/10/1995 LUST LUST - Report Received Completed 10/20/1997 10/20/1997 LUST LUST - Report Received Completed 1/23/1995 1/23/1995 LUST LUST - Report Received Completed 3/23/1994 3/23/1994 LUST LUST - Report Received Completed 6/11/1996 6/11/1996 VcpProject NW0913 VCP Opinion on Cleanup Action Completed 6/11/2002 Sato, Brian SITE ACTIVITIES: AFFECTED MEDIA & CONTAMINANTS: Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Arsenic C S Benzene C C Lead C S Non-Halogenated Solvents C C Petroleum-Gasoline C C Petroleum-Other C C Media: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Walkers Renton Subaru Used Cars Cleanup Site ID: 5659 FS ID: 19684856 Alternate Name(s): SOUND SUBARU RENTON, WALKER SUBARU USED CAR LOT, Walkers Renton Subaru Used Cars LOCATION: WRIA: 9 Lat/Long: 47.480 -122.217 View Vicinity Map Address: 250 RAINIER AVE S Township Range Section Legislative District: 37 RENTON 98057 23N 5E 18 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 6291 SOUND SUBARU Upland Independent Action Cleanup Started ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager LUST LUST - Notification Completed 4/8/1998 4/8/1998 LUST LUST - Report Received Completed 3/8/2000 3/8/2000 LUST LUST - Report Received Completed 3/8/2000 3/8/2000 LUST LUST - Report Received Completed 3/8/2000 3/8/2000 LUST LUST - Report Received Completed 4/8/1998 4/8/1998 LUST LUST - Report Received Completed 11/12/2013 11/12/2013 LUST LUST - Report Received Completed 11/12/2013 11/12/2013 VcpProject NW0420 VCP Opinion on Cleanup Action Completed 3/8/2000 5/4/2000 Kuntz, Michael VcpProject NW0420 VCP Opinion on Cleanup Action Completed 7/4/1776 Kuntz, Michael VcpProject NW2798 VCP Opinion on Remedial Investigation Canceled 11/12/2013 Madakor, Nnamdi SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Benzene C C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Non-Halogenated Solvents C C Petroleum-Diesel C C Petroleum-Gasoline C C Petroleum-Other C C Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Sound Ford Cleanup Site ID: 6342 FS ID: 58499353 Alternate Name(s): Sound Ford, SOUND FORD INC, SOUND FORD RENTON LOCATION: WRIA: 9 Lat/Long: 47.473 -122.218 View Vicinity Map Address: 750 RAINIER AVE S Township Range Section Legislative District: 11 RENTON 98055 23N 5E 19 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 4881 SOUND FORD RENTON Upland Independent Action Cleanup Started 602460 ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager CleanupSite Site Discovery/Release Report Received Completed 7/29/1989 7/29/1989 Northwest Region CleanupSite Site Discovery/Release Report Received Completed 8/15/1989 8/15/1989 Northwest Region CleanupSite Initial Investigation / Federal Preliminary Assessment Completed 11/10/2008 11/10/2008 Ecology Reid, Wallace CleanupSite Early Notice Letter(s)Completed 2/18/2009 2/18/2009 Reid, Wallace LUST LUST - Notification Completed 7/27/1989 7/27/1989 LUST LUST - Report Received Completed 10/4/1989 10/4/1989 LUST LUST - Report Received Completed 10/4/1989 10/4/1989 SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Benzene S C Petroleum-Gasoline C C Petroleum-Other S C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:LTS Trucking Cleanup Site ID: 6558 FS ID: 71914167 Alternate Name(s): CASTAGNO BROTHERS, CASTAGNO-BROS, LTS Trucking, RENTON ISSAQUAH AUTO FREIGHTLINE LOCATION: WRIA: 9 Lat/Long: 47.474 -122.212 View Vicinity Map Address: 423 S 7TH ST Township Range Section Legislative District: 11 RENTON 98055 23N 5E 19 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Yes Is PSI Site? NFA Received? NFA Date: 1/29/1999 NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 6426 LTS Trucking Upland Voluntary Cleanup Program No Further Action Required 15042 LTS Trucking (Off-Property)Upland No Process Awaiting Cleanup ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager CleanupSite Reopen Site Completed 6/28/2011 6/28/2011 Northwest Region CleanupSite Site Status Changed to NFA Completed 1/29/1999 1/29/1999 CleanupSite ActivityType Periodic Review Completed 11/1/2014 11/1/2014 Freeman, Eugene CleanupSite ActivityType Periodic Review Planned 10/1/2019 Freeman, Eugene CleanupSite ActivityType Periodic Review Completed 11/2/2009 12/21/2009 Hickey, Joe LUST LUST - Notification Completed 2/19/1998 2/19/1998 Forson, Ben LUST LUST - Site Characterization Report Completed 1/10/1997 1/10/1997 LUST LUST - Report Received Completed 8/10/1997 8/10/1997 LUST LUST - Report Received Completed 2/12/1998 2/12/1998 LUST LUST - Report Received Completed 5/10/1997 5/10/1997 LUST LUST - Report Received Completed 10/30/1997 10/30/1997 LUST LUST - Report Received Completed 2/19/1998 2/19/1998 SITE ACTIVITIES: Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 VcpProject NW0033 VCP Opinion on Property Cleanup Completed 6/28/2011 6/28/2011 Olsen, Russ VcpProject NW0033 VCP Opinion on Cleanup Action Completed 2/19/1998 1/29/1999 Forson, Ben Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Petroleum-Other C C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:ARCO STATION 5207 Cleanup Site ID: 8164 FS ID: 17426998 Alternate Name(s): ARCO 05207, Arco 5207, ARCO STATION 5207, Renton Daily Grow Mart, RENTON DAILY GROW MART INC, RENTON EAGLE MART LOCATION: WRIA: 8 Lat/Long: 47.489 -122.202 View Vicinity Map Address: 401 PARK AVE N Township Range Section Legislative District: 37 RENTON 98055 23N 5E 8 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 7856 ARCO STATION # 5207 Upland Voluntary Cleanup Program Cleanup Started ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager LUST LUST - Notification Completed 12/15/1989 12/15/1989 LUST LUST - Report Received Completed 1/22/2010 1/22/2010 LUST LUST - Report Received Completed 3/4/2009 3/4/2009 LUST LUST - Report Received Completed 3/3/2000 3/3/2000 LUST LUST - Report Received Completed 7/24/1991 7/24/1991 LUST LUST - Report Received Completed 6/7/2010 6/7/2010 LUST LUST - Report Received Completed 6/24/1991 6/24/1991 LUST LUST - Report Received Completed 4/21/2006 4/21/2006 LUST LUST - Report Received Completed 4/30/1999 4/30/1999 LUST LUST - Report Received Completed 7/22/1993 7/22/1993 LUST LUST - Report Received Completed 2/10/1997 2/10/1997 LUST LUST - Report Received Completed 11/30/1993 11/30/1993 LUST LUST - Report Received Completed 3/15/2007 3/15/2007 SITE ACTIVITIES: Toxics Cleanup Program Integrated Site Information System Page 1 of 3 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) LUST LUST - Report Received Completed 9/23/1999 9/23/1999 LUST LUST - Report Received Completed 10/26/1998 10/26/1998 LUST LUST - Report Received Completed 3/19/1991 3/19/1991 LUST LUST - Report Received Completed 10/21/2005 10/21/2005 LUST LUST - Report Received Completed 12/15/1995 12/15/1995 LUST LUST - Report Received Completed 5/24/2001 5/24/2001 LUST LUST - Report Received Completed 4/28/2008 4/28/2008 LUST LUST - Report Received Completed 2/7/1996 2/7/1996 LUST LUST - Report Received Completed 4/24/2003 4/24/2003 LUST LUST - Report Received Completed 10/27/1997 10/27/1997 LUST LUST - Report Received Completed 2/19/1993 2/19/1993 LUST LUST - Report Received Completed 1/22/2010 1/22/2010 LUST LUST - Report Received Completed 7/22/1997 7/22/1997 LUST LUST - Report Received Completed 5/17/1994 5/17/1994 LUST LUST - Report Received Completed 2/7/2002 2/7/2002 LUST LUST - Report Received Completed 4/6/1990 4/6/1990 LUST LUST - Report Received Completed 10/14/2008 10/14/2008 LUST LUST - Report Received Completed 11/9/1996 11/9/1996 LUST LUST - Report Received Completed 3/24/2004 3/24/2004 LUST LUST - Report Received Completed 11/6/2000 11/6/2000 LUST LUST - Report Received Completed 6/12/1992 6/12/1992 LUST LUST - Report Received Completed 8/24/2006 8/24/2006 LUST LUST - Report Received Completed 8/10/1993 8/10/1993 LUST LUST - Report Received Completed 10/20/2004 10/20/2004 LUST LUST - Report Received Completed 4/11/1995 4/11/1995 LUST LUST - Report Received Completed 4/5/1993 4/5/1993 LUST LUST - Report Received Completed 12/23/2003 12/23/2003 LUST LUST - Report Received Completed 8/25/1994 8/25/1994 Toxics Cleanup Program Integrated Site Information System Page 2 of 3 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 LUST LUST - Report Received Completed 2/11/2005 2/11/2005 LUST LUST - Report Received Completed 4/10/1998 4/10/1998 LUST LUST - Report Received Completed 10/25/2007 10/25/2007 LUST LUST - Report Received Completed 1/16/1995 1/16/1995 LUST LUST - Report Received Completed 9/9/2010 9/9/2010 LUST LUST - Report Received Completed 9/8/2010 9/8/2010 LUST LUST - Report Received Completed 11/22/2010 11/22/2010 LUST LUST - Report Received Completed 2/9/2011 2/9/2011 LUST LUST - Report Received Completed 2/8/2012 2/8/2012 LUST LUST - Report Received Completed 2/21/2013 2/21/2013 LUST LUST - Report Received Completed 11/1/2011 11/1/2011 LUST LUST - Report Received Completed 3/5/2015 3/5/2015 LUST LUST - Report Received Completed 4/14/2015 4/14/2015 LUST LUST - Report Received Completed 10/24/2014 10/24/2014 LUST LUST - Report Received Completed 7/2/2015 7/2/2015 LUST LUST - Report Received Completed 4/27/2014 4/27/2014 VcpProject NW2467 VCP Opinion on Site Cleanup Completed 3/5/2015 8/2/2016 Fernandez, Sonia Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Benzene C C Petroleum-Gasoline C C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 3 of 3 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Brown Bear Car Wash 2422 Cleanup Site ID: 8561 FS ID: 27778869 Alternate Name(s): Brown Bear Car Wash 2422, Car Wash Enterprises, RENTON 1 LOCATION: WRIA: 9 Lat/Long: 47.474 -122.216 View Vicinity Map Address: 621 & 641 RAINIER AVE S Township Range Section Legislative District: 11 RENTON 98055-2410 23N 5E 18 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 12682 Car Wash Enterprises Renton (Off-Property)Upland No Process Cleanup Started 8253 Car Wash Enterprises Renton (Property)Upland Voluntary Cleanup Program No Further Action Required ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager CleanupSite Site Discovery/Release Report Received Completed 8/19/2010 8/19/2010 Northwest Region LUST LUST - Notification Completed 4/12/1991 4/12/1991 LUST LUST - Report Received Completed 10/26/1999 10/26/1999 LUST LUST - Report Received Completed 9/2/1992 9/2/1992 LUST LUST - Report Received Completed 8/1/2003 8/1/2003 LUST LUST - Report Received Completed 5/30/1997 5/30/1997 LUST LUST - Report Received Completed 1/28/2005 1/28/2005 LUST LUST - Report Received Completed 11/7/1997 11/7/1997 LUST LUST - Report Received Completed 11/2/1993 11/2/1993 LUST LUST - Report Received Completed 9/12/2002 9/12/2002 LUST LUST - Report Received Completed 8/2/1999 8/2/1999 LUST LUST - Report Received Completed 8/20/2001 8/20/2001 SITE ACTIVITIES: Toxics Cleanup Program Integrated Site Information System Page 1 of 4 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) LUST LUST - Report Received Completed 6/7/2004 6/7/2004 LUST LUST - Report Received Completed 1/4/2001 1/4/2001 LUST LUST - Report Received Completed 11/1/2004 11/1/2004 LUST LUST - Report Received Completed 7/18/2000 7/18/2000 LUST LUST - Report Received Completed 9/30/1992 9/30/1992 LUST LUST - Report Received Completed 8/25/1998 8/25/1998 LUST LUST - Report Received Completed 1/31/2003 1/31/2003 LUST LUST - Report Received Completed 9/28/1998 9/28/1998 LUST LUST - Report Received Completed 5/28/1992 5/28/1992 LUST LUST - Report Received Completed 12/29/1998 12/29/1998 LUST LUST - Report Received Completed 8/28/2003 8/28/2003 LUST LUST - Report Received Completed 5/9/1997 5/9/1997 LUST LUST - Report Received Completed 4/15/1991 4/15/1991 LUST LUST - Report Received Completed 9/16/2005 9/16/2005 LUST LUST - Report Received Completed 7/17/2000 7/17/2000 LUST LUST - Report Received Completed 9/17/1993 9/17/1993 LUST LUST - Report Received Completed 9/10/1993 9/10/1993 LUST LUST - Report Received Completed 4/15/1991 4/15/1991 LUST LUST - Report Received Completed 2/26/1998 2/26/1998 LUST LUST - Report Received Completed 1/29/2003 1/29/2003 LUST LUST - Report Received Completed 2/4/2002 2/4/2002 LUST LUST - Report Received Completed 10/18/1993 10/18/1993 LUST LUST - Report Received Completed 2/2/2000 2/2/2000 LUST LUST - Report Received Completed 5/7/2003 5/7/2003 LUST LUST - Report Received Completed 8/25/1998 8/25/1998 LUST LUST - Report Received Completed 9/10/1992 9/10/1992 LUST LUST - Report Received Completed 9/6/1996 9/6/1996 LUST LUST - Report Received Completed 5/9/2002 5/9/2002 Toxics Cleanup Program Integrated Site Information System Page 2 of 4 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) LUST LUST - Report Received Completed 12/7/1992 12/7/1992 LUST LUST - Report Received Completed 3/18/1999 3/18/1999 LUST LUST - Report Received Completed 10/4/2005 10/4/2005 LUST LUST - Report Received Completed 7/29/2010 7/29/2010 LUST LUST - Report Received Completed 7/29/2010 7/29/2010 LUST LUST - Report Received Completed 7/29/2010 7/29/2010 LUST LUST - Report Received Completed 7/29/2010 7/29/2010 LUST LUST - Report Received Completed 11/15/2010 11/15/2010 LUST LUST - Report Received Completed 7/29/2010 7/29/2010 LUST LUST - Report Received Completed 1/3/2012 1/3/2012 LUST LUST - Report Received Completed 10/15/2012 10/15/2012 VcpProject NW2327 VCP Receipt of Plan or Report Completed 10/15/2012 10/15/2012 Pederson, Carrie VcpProject NW2327 VCP Receipt of Plan or Report Completed 1/3/2012 1/3/2012 Fernandez, Sonia VcpProject NW2327 VCP Opinion on Remedial Investigation Work Plan Completed 11/15/2010 12/13/2010 Liu, Jing VcpProject NW2327 VCP Opinion on Site Cleanup Completed 1/6/2012 4/12/2012 Vick, Heather VcpProject NW2327 VCP Opinion on Site Cleanup Completed 10/15/2012 1/10/2013 Vick, Heather LUST LUST - Notification Completed 1/10/2013 1/10/2013 Northwest Region LUST LUST - Report Received Completed 1/3/2012 1/3/2012 Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Benzene C C Non-Halogenated Solvents RB RB Petroleum-Gasoline C C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 3 of 4 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Toxics Cleanup Program Integrated Site Information System Page 4 of 4 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Chevron 99114 Cleanup Site ID: 10476 FS ID: 77287947 Alternate Name(s): AABRA INC, CHEVRON 99114, CHEVRON SS 99114, GRADY WAY CHEVRON LOCATION: WRIA: 9 Lat/Long: 47.471 -122.216 View Vicinity Map Address: 301 S GRADY WAY Township Range Section Legislative District: 11 RENTON 98055 23N 5E 19 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 10168 CHEVRON 99114 Upland Independent Action Cleanup Started ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager LUST LUST - Notification Completed 4/5/1991 4/5/1991 LUST LUST - Report Received Completed 12/22/2005 12/22/2005 LUST LUST - Report Received Completed 1/4/1994 1/4/1994 LUST LUST - Report Received Completed 3/4/2010 3/4/2010 LUST LUST - Report Received Completed 5/12/2008 5/12/2008 LUST LUST - Report Received Completed 8/2/1999 8/2/1999 LUST LUST - Report Received Completed 1/29/2003 1/29/2003 LUST LUST - Report Received Completed 4/24/1995 4/24/1995 LUST LUST - Report Received Completed 1/25/2002 1/25/2002 LUST LUST - Report Received Completed 7/5/2007 7/5/2007 LUST LUST - Report Received Completed 12/8/1997 12/8/1997 LUST LUST - Report Received Completed 1/14/2004 1/14/2004 LUST LUST - Report Received Completed 9/16/1993 9/16/1993 SITE ACTIVITIES: Toxics Cleanup Program Integrated Site Information System Page 1 of 3 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) LUST LUST - Report Received Completed 1/11/2000 1/11/2000 LUST LUST - Report Received Completed 4/3/1996 4/3/1996 LUST LUST - Report Received Completed 3/4/1998 3/4/1998 LUST LUST - Report Received Completed 10/10/1994 10/10/1994 LUST LUST - Report Received Completed 5/7/2001 5/7/2001 LUST LUST - Report Received Completed 8/7/1996 8/7/1996 LUST LUST - Report Received Completed 1/13/1995 1/13/1995 LUST LUST - Report Received Completed 7/12/1994 7/12/1994 LUST LUST - Report Received Completed 1/6/1995 1/6/1995 LUST LUST - Report Received Completed 3/8/1994 3/8/1994 LUST LUST - Report Received Completed 10/1/2009 10/1/2009 LUST LUST - Report Received Completed 7/25/1994 7/25/1994 LUST LUST - Report Received Completed 8/10/2009 8/10/2009 LUST LUST - Report Received Completed 1/6/2005 1/6/2005 LUST LUST - Report Received Completed 7/10/1991 7/10/1991 LUST LUST - Report Received Completed 7/12/1993 7/12/1993 LUST LUST - Report Received Completed 9/25/1995 9/25/1995 LUST LUST - Report Received Completed 11/6/2003 11/6/2003 LUST LUST - Report Received Completed 11/13/1995 11/13/1995 LUST LUST - Report Received Completed 11/15/2007 11/15/2007 LUST LUST - Report Received Completed 6/30/1993 6/30/1993 LUST LUST - Report Received Completed 6/20/1994 6/20/1994 LUST LUST - Report Received Completed 11/3/2006 11/3/2006 LUST LUST - Report Received Completed 4/21/1994 4/21/1994 LUST LUST - Report Received Completed 1/23/2001 1/23/2001 LUST LUST - Report Received Completed 10/5/1994 10/5/1994 LUST LUST - Report Received Completed 10/24/1996 10/24/1996 LUST LUST - Report Received Completed 7/25/1996 7/25/1996 Toxics Cleanup Program Integrated Site Information System Page 2 of 3 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 LUST LUST - Report Received Completed 11/4/1993 11/4/1993 LUST LUST - Report Received Completed 10/14/1991 10/14/1991 LUST LUST - Report Received Completed 5/5/1993 5/5/1993 LUST LUST - Report Received Completed 1/28/1992 1/28/1992 LUST LUST - Report Received Completed 1/9/2012 1/9/2012 LUST LUST - Report Received Completed 7/6/2011 7/6/2011 LUST LUST - Report Received Completed 1/10/2011 1/10/2011 LUST LUST - Report Received Completed 5/6/2011 5/6/2011 Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Benzene C C Petroleum-Gasoline C C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 3 of 3 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Taylor Auto Body Cleanup Site ID: 9662 FS ID: 54887792 Alternate Name(s): Taylor Auto Body, TAYLOR'S AUTO BODY, Taylors Auto Body LOCATION: WRIA: 9 Lat/Long: 47.479 -122.205 View Vicinity Map Address: 330 MAIN AVE S Township Range Section Legislative District: 37 RENTON 98057 23N 5E 17 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Headquarters Site Manager: Maurer, Christopher Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: 10/3/2011 NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 9354 TAYLOR AUTO BODY Upland Voluntary Cleanup Program Cleanup Started ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager CleanupSite Site Discovery/Release Report Received Completed 10/10/1990 10/10/1990 Northwest Region CleanupSite Initial Investigation / Federal Preliminary Assessment Completed 8/8/2011 8/8/2011 Ecology w/ Contractor Olsen, Russ CleanupSite Reopen Site Completed 12/23/2013 12/23/2013 Fernandez, Sonia CleanupSite Site Status Changed to NFA Completed 10/3/2011 10/3/2011 Olsen, Russ LUST LUST - Notification Completed 10/10/1990 10/10/1990 LUST LUST - Report Received Completed 12/23/2013 12/23/2013 LUST LUST - Report Received Completed 12/23/2013 12/23/2013 LUST LUST - Report Received Completed 12/23/2013 12/23/2013 LUST LUST - Report Received Completed 12/23/2013 12/23/2013 LUST LUST - Report Received Completed 12/23/2013 12/23/2013 LUST LUST - Report Received Completed 7/3/2017 7/3/2017 LUST LUST - Report Received Completed 7/3/2017 7/3/2017 LUST LUST - Report Received Completed 12/21/2016 12/21/2016 SITE ACTIVITIES: Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 LUST LUST - Report Received Completed 9/10/2014 9/10/2014 LUST LUST - Report Received Completed 11/29/2017 11/29/2017 LUST LUST - Report Received Completed 8/29/1990 8/29/1990 LUST LUST - Report Received Completed 11/16/1990 11/16/1990 VcpProject NW2814 VCP Receipt of Plan or Report Completed 12/5/2017 12/5/2017 Maurer, Christopher VcpProject NW2814 VCP Opinion on Remedial Investigation Work Plan In Process 3/24/2017 Northwest Region VcpProject NW2814 VCP Opinion on Remedial Investigation Completed 12/23/2013 2/28/2014 Freier-Coppinger, Romy VcpProject NW2814 VCP Status Request Completed 5/13/2016 12/21/2016 Bardy, Louise Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Benzene S Other Non-Halogenated Organics C Petroleum-Gasoline C Petroleum-Other C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 KING COUNTY SITE ID:Sears Svc Ctr Old Renton Shopping Cleanup Site ID: 9860 FS ID: 60178828 Alternate Name(s): SEARS ROEBUCK & CO RENTON, SEARS ROEBUCK & CO UST 7842, Sears Svc Ctr Old Renton Shopping LOCATION: WRIA: 9 Lat/Long: 47.477 -122.219 View Vicinity Map Address: 359 RENTON CENTER WAY SW Township Range Section Legislative District: 11 RENTON 98055-2393 23N 5E 18 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 9552 Sears Svc Ctr Old Renton Shopping Upland Independent Action Cleanup Started ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager LUST LUST - Notification Completed 11/18/1994 11/18/1994 LUST LUST - Site Characterization Report Completed 2/13/2003 2/13/2003 LUST LUST - Report Received Completed 1/4/1995 1/4/1995 SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Petroleum-Diesel C C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 1 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 KING COUNTY SITE ID:SDS Partners Property Cleanup Site ID: 9972 FS ID: 63618514 Alternate Name(s): SDS PARTNERS, SDS Partners Property LOCATION: WRIA: 8 Lat/Long: 47.485 -122.212 View Vicinity Map Address: 307 AIRPORT WAY Township Range Section Legislative District: 37 RENTON 98057 23N 5E 18 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 9664 SDS Partners Property Upland Independent Action Cleanup Started ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager LUST LUST - Notification Completed 7/12/1993 7/12/1993 LUST LUST - Report Received Completed 11/1/1993 11/1/1993 SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Petroleum-Other C C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 1 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Chevron 99114 Cleanup Site ID: 10476 FS ID: 77287947 Alternate Name(s): AABRA INC, CHEVRON 99114, CHEVRON SS 99114, GRADY WAY CHEVRON LOCATION: WRIA: 9 Lat/Long: 47.471 -122.216 View Vicinity Map Address: 301 S GRADY WAY Township Range Section Legislative District: 11 RENTON 98055 23N 5E 19 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 10168 CHEVRON 99114 Upland Independent Action Cleanup Started ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager LUST LUST - Notification Completed 4/5/1991 4/5/1991 LUST LUST - Report Received Completed 12/22/2005 12/22/2005 LUST LUST - Report Received Completed 1/4/1994 1/4/1994 LUST LUST - Report Received Completed 3/4/2010 3/4/2010 LUST LUST - Report Received Completed 5/12/2008 5/12/2008 LUST LUST - Report Received Completed 8/2/1999 8/2/1999 LUST LUST - Report Received Completed 1/29/2003 1/29/2003 LUST LUST - Report Received Completed 4/24/1995 4/24/1995 LUST LUST - Report Received Completed 1/25/2002 1/25/2002 LUST LUST - Report Received Completed 7/5/2007 7/5/2007 LUST LUST - Report Received Completed 12/8/1997 12/8/1997 LUST LUST - Report Received Completed 1/14/2004 1/14/2004 LUST LUST - Report Received Completed 9/16/1993 9/16/1993 SITE ACTIVITIES: Toxics Cleanup Program Integrated Site Information System Page 1 of 3 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) LUST LUST - Report Received Completed 1/11/2000 1/11/2000 LUST LUST - Report Received Completed 4/3/1996 4/3/1996 LUST LUST - Report Received Completed 3/4/1998 3/4/1998 LUST LUST - Report Received Completed 10/10/1994 10/10/1994 LUST LUST - Report Received Completed 5/7/2001 5/7/2001 LUST LUST - Report Received Completed 8/7/1996 8/7/1996 LUST LUST - Report Received Completed 1/13/1995 1/13/1995 LUST LUST - Report Received Completed 7/12/1994 7/12/1994 LUST LUST - Report Received Completed 1/6/1995 1/6/1995 LUST LUST - Report Received Completed 3/8/1994 3/8/1994 LUST LUST - Report Received Completed 10/1/2009 10/1/2009 LUST LUST - Report Received Completed 7/25/1994 7/25/1994 LUST LUST - Report Received Completed 8/10/2009 8/10/2009 LUST LUST - Report Received Completed 1/6/2005 1/6/2005 LUST LUST - Report Received Completed 7/10/1991 7/10/1991 LUST LUST - Report Received Completed 7/12/1993 7/12/1993 LUST LUST - Report Received Completed 9/25/1995 9/25/1995 LUST LUST - Report Received Completed 11/6/2003 11/6/2003 LUST LUST - Report Received Completed 11/13/1995 11/13/1995 LUST LUST - Report Received Completed 11/15/2007 11/15/2007 LUST LUST - Report Received Completed 6/30/1993 6/30/1993 LUST LUST - Report Received Completed 6/20/1994 6/20/1994 LUST LUST - Report Received Completed 11/3/2006 11/3/2006 LUST LUST - Report Received Completed 4/21/1994 4/21/1994 LUST LUST - Report Received Completed 1/23/2001 1/23/2001 LUST LUST - Report Received Completed 10/5/1994 10/5/1994 LUST LUST - Report Received Completed 10/24/1996 10/24/1996 LUST LUST - Report Received Completed 7/25/1996 7/25/1996 Toxics Cleanup Program Integrated Site Information System Page 2 of 3 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 LUST LUST - Report Received Completed 11/4/1993 11/4/1993 LUST LUST - Report Received Completed 10/14/1991 10/14/1991 LUST LUST - Report Received Completed 5/5/1993 5/5/1993 LUST LUST - Report Received Completed 1/28/1992 1/28/1992 LUST LUST - Report Received Completed 1/9/2012 1/9/2012 LUST LUST - Report Received Completed 7/6/2011 7/6/2011 LUST LUST - Report Received Completed 1/10/2011 1/10/2011 LUST LUST - Report Received Completed 5/6/2011 5/6/2011 Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Benzene C C Petroleum-Gasoline C C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 3 of 3 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:USA Petroleum 115 Cleanup Site ID: 11155 FS ID: 94569877 Alternate Name(s): Evans Tire Svc Ctrs 040, EVANS TIRE SVC CTRS 064, MOBIL #68406, Mobil 68406, TESORO 68406, TESORO WEST COAST COMPANY LLC 68406, USA MINI MART 115, USA Petroleum 115, USA PETROLEUM CORP 115 LOCATION: WRIA: 9 Lat/Long: 47.472 -122.218 View Vicinity Map Address: 765 RAINIER AVE S Township Range Section Legislative District: 11 RENTON 98055 23N 5E 19 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Warfel, Michael Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 10847 USA Petroleum 115 Upland Voluntary Cleanup Program Cleanup Started 616780 639781 ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager CleanupSite Site Discovery/Release Report Received Completed 11/8/1990 11/8/1990 Northwest Region CleanupSite Initial Investigation / Federal Preliminary Assessment Completed 3/20/2013 3/20/2013 Ecology Zouboulakis, Chris CleanupSite Early Notice Letter(s)Completed 12/3/2013 12/3/2013 Musa, Donna CleanupSite Early Notice Letter(s)Completed 10/4/2013 10/4/2013 Musa, Donna LUST LUST - Notification Completed 11/8/1990 11/8/1990 LUST LUST - Site Assessment Report Completed 2/14/2018 2/14/2018 LUST LUST - Report Received Completed 2/2/2007 2/2/2007 LUST LUST - Report Received Completed 1/22/2003 1/22/2003 LUST LUST - Report Received Completed 9/16/2005 9/16/2005 LUST LUST - Report Received Completed 5/22/2013 5/22/2013 LUST LUST - Report Received Completed 8/20/2014 8/20/2014 LUST LUST - Report Received Completed 9/22/2014 9/22/2014 LUST LUST - Report Received Completed 8/13/2013 8/13/2013 SITE ACTIVITIES: Toxics Cleanup Program Integrated Site Information System Page 1 of 3 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) LUST LUST - Report Received Completed 10/11/2013 10/11/2013 LUST LUST - Report Received Completed 3/12/2014 3/12/2014 LUST LUST - Report Received Completed 4/4/2014 4/4/2014 LUST LUST - Report Received Completed 9/29/2015 9/29/2015 LUST LUST - Report Received Completed 9/28/2015 9/28/2015 LUST LUST - Report Received Completed 12/23/2013 12/23/2013 LUST LUST - Report Received Completed 6/6/2016 6/6/2016 LUST LUST - Report Received Completed 1/11/2016 1/11/2016 LUST LUST - Report Received Completed 5/12/2017 5/12/2017 LUST LUST - Report Received Completed 5/9/2017 5/9/2017 LUST LUST - Report Received Completed 8/3/2017 8/3/2017 LUST LUST - Report Received Completed 7/6/2005 7/6/2005 LUST LUST - Report Received Completed 4/21/2003 4/21/2003 LUST LUST - Report Received Completed 10/24/1994 10/24/1994 LUST LUST - Report Received Completed 11/18/2008 11/18/2008 LUST LUST - Report Received Completed 7/7/2006 7/7/2006 LUST LUST - Report Received Completed 6/25/2001 6/25/2001 LUST LUST - Report Received Completed 7/23/2007 7/23/2007 LUST LUST - Report Received Completed 1/22/2001 1/22/2001 LUST LUST - Report Received Completed 7/15/2004 7/15/2004 LUST LUST - Report Received Completed 9/23/1998 9/23/1998 LUST LUST - Report Received Completed 4/13/2006 4/13/2006 LUST LUST - Report Received Completed 1/5/2006 1/5/2006 LUST LUST - Report Received Completed 4/19/2005 4/19/2005 LUST LUST - Report Received Completed 4/23/2007 4/23/2007 LUST LUST - Report Received Completed 9/25/2001 9/25/2001 LUST LUST - Report Received Completed 10/24/2003 10/24/2003 LUST LUST - Report Received Completed 12/27/2001 12/27/2001 Toxics Cleanup Program Integrated Site Information System Page 2 of 3 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 LUST LUST - Report Received Completed 7/22/2008 7/22/2008 LUST LUST - Report Received Completed 4/12/2001 4/12/2001 LUST LUST - Report Received Completed 6/6/2002 6/6/2002 LUST LUST - Report Received Completed 2/28/2002 2/28/2002 LUST LUST - Report Received Completed 10/7/2004 10/7/2004 LUST LUST - Report Received Completed 10/8/2002 10/8/2002 LUST LUST - Report Received Completed 1/16/2004 1/16/2004 LUST LUST - Report Received Completed 4/20/2004 4/20/2004 LUST LUST - Report Received Completed 3/4/2008 3/4/2008 LUST LUST - Report Received Completed 7/2/2003 7/2/2003 LUST LUST - Report Received Completed 10/17/2006 10/17/2006 LUST LUST - Report Received Completed 12/20/2007 12/20/2007 LUST LUST - Report Received Completed 11/18/2008 11/18/2008 LUST LUST - Report Received Completed 1/28/2005 1/28/2005 LUST LUST - Report Received Completed 3/8/2013 3/8/2013 VcpProject NW2847 VCP Opinion on Site Cleanup Completed 4/4/2014 6/30/2014 Sanchez, Maureen Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Benzene C C Other Non-Halogenated Organics C Petroleum-Gasoline C C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 3 of 3 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Renton Clinic Association Cleanup Site ID: 11160 FS ID: 94731533 Alternate Name(s): RENTON CLINIC ASSOCIATION LOCATION: WRIA: 9 Lat/Long: 47.477 -122.216 View Vicinity Map Address: 215 S 4TH PL Township Range Section Legislative District: 11 KENT 98042-0000 23N 5E 18 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 10852 Renton Clinic Association Upland Independent Action Cleanup Started ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager CleanupSite Site Discovery/Release Report Received Completed 3/1/1992 3/1/1992 Northwest Region CleanupSite Initial Investigation / Federal Preliminary Assessment Completed 10/3/2011 10/3/2011 Ecology w/ Contractor Olsen, Russ CleanupSite Early Notice Letter(s)Completed 10/3/2011 10/3/2011 Olsen, Russ LUST LUST - Notification Completed 3/1/1992 3/1/1992 LUST LUST - Report Received Completed 4/23/1991 4/23/1991 LUST LUST - Report Received Completed 5/31/1995 5/31/1995 SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Petroleum-Other C C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Formula One Service Cleanup Site ID: 11250 FS ID: 96572525 Alternate Name(s): FORMULA ONE FORMER INDY LUBE, Formula One Service, INDY LUBE UST 6799 LOCATION: WRIA: 9 Lat/Long: 47.483 -122.219 View Vicinity Map Address: 100 RAINIER AVE S Township Range Section Legislative District: 37 RENTON 98055-2044 23N 5E 18 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 10942 Formula One Service Upland Independent Action Cleanup Started ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager CleanupSite Site Discovery/Release Report Received Completed 1/16/2000 1/16/2000 Northwest Region LUST LUST - Notification Completed 1/6/2000 1/6/2000 Bails, John LUST LUST - Report Received Completed 2/1/2000 2/1/2000 LUST LUST - Report Received Completed 1/22/2001 1/22/2001 LUST LUST - Report Received Completed 1/22/2001 1/22/2001 LUST LUST - Report Received Completed 2/17/2000 2/17/2000 SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Petroleum-Other B C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Qwest Corporation W00276 Cleanup Site ID: 11252 FS ID: 96588161 Alternate Name(s): QWEST CORP W00276, Qwest Corporation W00276, RENTON CO 070276, US WEST COMMUNICATION INC W00276, US WEST COMMUNICATIONS W00276, US West Renton Central Office LOCATION: WRIA: 9 Lat/Long: 47.481 -122.207 View Vicinity Map Address: 225 WILLIAMS AVE S Township Range Section Legislative District: 37 RENTON 98055 23N 5E 17 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 10944 Qwest Corporation W00276 Upland Independent Action Cleanup Started ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager CleanupSite Site Discovery/Release Report Received Completed 10/3/1990 10/3/1990 Northwest Region CleanupSite Initial Investigation / Federal Preliminary Assessment Completed 1/20/2009 1/20/2009 Ecology Reid, Wallace CleanupSite Early Notice Letter(s)Completed 7/13/2012 7/13/2012 Musa, Donna LUST LUST - Notification Completed 10/3/1990 10/3/1990 LUST LUST - Report Received Completed 7/3/1991 7/3/1991 LUST LUST - Report Received Completed 11/20/1992 11/20/1992 LUST LUST - Report Received Completed 3/19/1991 3/19/1991 LUST LUST - Report Received Completed 9/20/1990 9/20/1990 SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Petroleum-Other C C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Safeway Fuel Renton Cleanup Site ID: 11352 FS ID: 99291269 Alternate Name(s): SAFEWAY, SAFEWAY FUEL, Safeway Fuel Renton LOCATION: WRIA: 9 Lat/Long: 47.480 -122.216 View Vicinity Map Address: 103 S 3RD ST Township Range Section Legislative District: 37 RENTON 98055 23N 5E 18 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 11044 Safeway Fuel Renton Upland Independent Action Cleanup Started 504228 ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager LUST LUST - Notification Completed 5/18/1999 5/18/1999 LUST LUST - Report Received Completed 6/17/2011 6/17/2011 LUST LUST - Report Received Completed 11/13/2006 11/13/2006 LUST LUST - Report Received Completed 10/7/2002 10/7/2002 LUST LUST - Report Received Completed 8/15/2002 8/15/2002 LUST LUST - Report Received Completed 8/15/2002 8/15/2002 LUST LUST - Report Received Completed 8/15/2002 8/15/2002 LUST LUST - Report Received Completed 9/27/2004 9/27/2004 LUST LUST - Report Received Completed 8/15/2002 8/15/2002 LUST LUST - Report Received Completed 1/8/2003 1/8/2003 LUST LUST - Report Received Completed 4/18/2003 4/18/2003 LUST LUST - Report Received Completed 10/9/2007 10/9/2007 LUST LUST - Report Received Completed 5/14/2009 5/14/2009 SITE ACTIVITIES: Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 LUST LUST - Report Received Completed 10/29/2003 10/29/2003 LUST LUST - Report Received Completed 8/15/2002 8/15/2002 LUST LUST - Report Received Completed 8/15/2002 8/15/2002 LUST LUST - Report Received Completed 8/15/2002 8/15/2002 LUST LUST - Report Received Completed 8/15/2002 8/15/2002 LUST LUST - Report Received Completed 10/18/2005 10/18/2005 LUST LUST - Report Received Completed 6/3/2005 6/3/2005 LUST LUST - Report Received Completed 8/15/2002 8/15/2002 LUST LUST - Report Received Completed 5/3/2004 5/3/2004 LUST LUST - Report Received Completed 11/24/2009 11/24/2009 LUST LUST - Report Received Completed 7/12/2002 7/12/2002 LUST LUST - Report Received Completed 6/1/2010 6/1/2010 Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Benzene C C Petroleum-Gasoline C C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Sunset Cars Cleanup Site ID: 11937 FS ID: 5366 Alternate Name(s): Pierotti Property, Sunset Cars, Vacant Property (Pierotti), Vacant Property Pierotti LOCATION: WRIA: 8 Lat/Long: 47.487 -122.194 View Vicinity Map Address: 330 Sunset Blvd N Township Range Section Legislative District: 37 Renton 98055 23N 5E 17 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 12544 SUNSET CARS Upland Independent Action Cleanup Started 629998 ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager CleanupSite Site Discovery/Release Report Received Completed 10/26/2011 10/26/2011 Northwest Region CleanupSite Initial Investigation / Federal Preliminary Assessment Completed 11/7/2011 11/7/2011 Ecology Zouboulakis, Chris CleanupSite Early Notice Letter(s)Completed 8/6/2012 8/6/2012 Musa, Donna LUST LUST - Notification Completed 10/26/2011 10/26/2011 Northwest Region LUST LUST - Report Received Completed 12/19/2012 12/19/2012 LUST LUST - Report Received Completed 2/17/2012 2/17/2012 SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Benzene C Lead C Petroleum-Diesel C Petroleum-Gasoline C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Dennys Restaurant Cleanup Site ID: 12058 FS ID: 5970 Alternate Name(s): Denny's Restaurant, Dennys Restaurant, Dennys Restaurant Rainier Ave, RICHFIELD RAINIER SERVICE LOCATION: WRIA: 9 Lat/Long: 47.482 -122.217 View Vicinity Map Address: 144 RAINIER AVE S Township Range Section Legislative District: 37 RENTON 98057 23N 5E 18 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 12673 Denny's Restaurant Upland Voluntary Cleanup Program Cleanup Started ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager LUST LUST - Notification Completed 12/31/2012 12/31/2012 Northwest Region LUST LUST - Report Received Completed 12/31/2012 12/31/2012 LUST LUST - Report Received Completed 12/31/2012 12/31/2012 LUST LUST - Report Received Completed 12/31/2012 12/31/2012 LUST LUST - Report Received Completed 8/9/2013 8/9/2013 VcpProject NW2677 VCP Receipt of Plan or Report Completed 12/31/2012 12/31/2012 Pederson, Carrie VcpProject NW2677 VCP Receipt of Plan or Report Completed 12/31/2012 12/31/2012 Pederson, Carrie VcpProject NW2677 VCP Receipt of Plan or Report Completed 12/31/2012 12/31/2012 Pederson, Carrie VcpProject NW2677 VCP Opinion on Site Cleanup Completed 1/15/2013 4/17/2013 Yang, Grant VcpProject NW2677 VCP Status Request Completed 8/9/2016 1/6/2017 Yang, Grant SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Benzene C C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Petroleum-Gasoline C C Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 KING COUNTY SITE ID:Tire Store Cleanup Site ID: 12364 FS ID: 24009 Alternate Name(s): Tire Store LOCATION: WRIA: 9 Lat/Long: 47.481 -122.210 View Vicinity Map Address: 205 LOGAN AVE S Township Range Section Legislative District: 37 RENTON 98057 23N 5E 18 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Northwest Site Manager: Northwest Region Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 13001 Tire Store Upland Independent Action Cleanup Started 641368 ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager CleanupSite Site Discovery/Release Report Received Completed 5/20/2013 5/20/2013 Musa, Donna CleanupSite Initial Investigation / Federal Preliminary Assessment Completed 10/22/2013 10/22/2013 Ecology Musa, Donna CleanupSite Early Notice Letter(s)Completed 5/28/2014 5/28/2014 Musa, Donna SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Petroleum-Diesel C Petroleum-Other C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 1 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Cedar River Court Apartments Cleanup Site ID: 13142 FS ID: 12793 Alternate Name(s): Cedar River Court Apartments LOCATION: WRIA: 8 Lat/Long: 47.482 -122.204 View Vicinity Map Address: 130 MAIN AVE S Township Range Section Legislative District: 37 RENTON 98057 23N 5E 17 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Headquarters Site Manager: Maurer, Christopher Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 13836 Cedar River Court Apartments Upland Voluntary Cleanup Program Cleanup Started ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager VcpProject NW3089 VCP Receipt of Plan or Report Completed 9/2/2016 9/2/2016 Fernandez, Sonia VcpProject NW3089 VCP Receipt of Plan or Report Completed 10/11/2016 10/11/2016 Fernandez, Sonia VcpProject NW3089 VCP Receipt of Plan or Report Completed 9/2/2016 9/2/2016 Fernandez, Sonia VcpProject NW3089 VCP Receipt of Plan or Report Completed 9/2/2016 9/2/2016 Fernandez, Sonia VcpProject NW3089 VCP Opinion on Site Cleanup In Process 9/2/2016 Maurer, Christopher SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Petroleum-Other C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) KING COUNTY SITE ID:Panther Lake Shopping Center Cleanup Site ID: 13256 FS ID: 17428 Alternate Name(s): Panther Lake Shopping Center LOCATION: WRIA: 9 Lat/Long: 47.416 -122.196 View Vicinity Map Address: 20610 108TH AVE SE Township Range Section Legislative District: 11 KENT 98031 22N 5E 5 Congressional District: 9 STATUS: Cleanup Started Rank: View Site Web Page View Site Documents Responsible Unit: Headquarters Site Manager: Maurer, Christopher Statute: MTCA Is Brownfield? Has Environmental Covenant? Is PSI Site? NFA Received? NFA Date: NFA Reason: cuID Cleanup Unit Name Unit Type Process Type Unit Status Size (Acres) ERTS ID 13966 Panther Lake Shopping Center Upland Voluntary Cleanup Program Cleanup Started ASSOCIATED CLEANUP UNIT(s) Applies to:Related ID (Unit-LUST-VCP) Activity Display Name Status Start Date End Date Legal Mechanism Performed By Project Manager CleanupSite Site Discovery/Release Report Received Completed 3/21/2017 3/21/2017 Fernandez, Sonia VcpProject NW3124 VCP Receipt of Plan or Report Completed 2/14/2017 2/14/2017 Fernandez, Sonia VcpProject NW3124 VCP Receipt of Plan or Report Completed 2/14/2017 2/14/2017 Fernandez, Sonia VcpProject NW3124 VCP Receipt of Plan or Report Completed 2/14/2017 2/14/2017 Fernandez, Sonia VcpProject NW3124 VCP Opinion on Remedial Investigation In Process 3/21/2017 Northwest Region SITE ACTIVITIES: Contaminant: Ground Water Surface Water Soil Sediment Air Bedrock Halogenated Solvents C Media:AFFECTED MEDIA & CONTAMINANTS: Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated RA - Remediated-Above RB - Remediated-Below Toxics Cleanup Program Integrated Site Information System Page 1 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) CleanupSiteDetails2014 Toxics Cleanup Program Integrated Site Information System Page 2 of 2 Cleanup Site Details 3/8/2018 AGENDA ITEM #6. o) RENTON WHPP UPDATE FEBRUARY 2019 APPENDIX D NOTIFICATION LETTERS AGENDA ITEM #6. o) DATE Address of local business or cleanup site (see Table 2 and Table D-1) Re: City of Renton Aquifer Protection Program To Whom It May Concern: The City of Renton has developed an updated Aquifer Protection Program Plan to help maintain drinking water quality for our city residents. The Plan is based on Washington Department of Health WAC 246-290-135(3) regulations. As part of the Plan, maps were prepared that show the areas around each city drinking water source where a chemical spill on the ground may cause contamination of the aquifer. These areas are Aquifer Protection Areas (APAs). The Plan also requires an inventory of potential sources of groundwater contamination within these APAs. The primary purpose of this letter is to notify you that your facility is located within one of our APAs. Since your business or the activities conducted at your facility may involve the use of chemicals (e.g., gasoline, underground storage tanks, hazardous materials, etc.), and the potential exists that a chemical spill from your facility may adversely impact the City drinking water supply, please notify the City of Renton immediately if a chemical spill occurs at your facility. All spills should be reported by dialing 911 and requesting that the City of Renton Fire Department and that Public Health Department for Seattle & King County be contacted. Thank you for assisting us in protecting our water supply and groundwater resources. If you have any questions, please contact me at (425) 430-7335. Sincerely, Katie Nolan Drinking Water Utility Civil Engineer City of Renton AGENDA ITEM #6. o) Table D‐1. WHPA Notification Mailing List for Active Sites of Potential Concern Map ID Facility Name Facility ID Address City State Zip Code 1 RENTON CITY CCTF 9776647 1715 SE MAPLE VALLEY HWY                 RENTON      WA 98055‐3900 2 RENTON CITY WELL 9 43699751 1707 SE MAPLE VALLEY HWY                 RENTON      WA 98055‐3900 3 Shag Cedar River Court Apartments  (Cedar River Court Apartments)12793 130 MAIN AVE S RENTON WA 98057 4 RENTON CITY WELL 8 32747884 1703 SE MAPLE VALLEY HWY                RENTON      WA 98055‐3900 5 RENTON CITY WELL 1 2 3 65475594 1398 HOUSER WAY N                       RENTON      WA 98056 6 Vacant (Tire Store)24009 205 LOGAN AVE S RENTON WA 98057 7 Pacific NW Bell Switching Station /  CenturyLink (Qwest Corporation  W00276)96588161 225 WILLIAMS AVE S RENTON WA 98055 8 Stoneway Concrete Renton 62244377 1915 SE MAPLE VALLEY HWY                RENTON      WA 98055 9 ABRA Auto Body & Glass  (Taylors Auto Body)54887792 330 MAIN AVE S RENTON WA 98057 10 North American Refractories 82472985 1500 HOUSER WAY S                       RENTON      WA 98055‐1566 11 SERVICE LINEN SUPPLY INC 12593698 903 S 4TH ST                            RENTON      WA 98057‐0659 12 Shell (Arco 5207)17426998 401 PARK AVE N RENTON WA 98055 13 Renton School Dist 403 2066 1220 N 4TH ST                           RENTON      WA 98055 14 Kennys Auto Rebuild Inc 46848442 618 Park Ave N Renton WA 98057 15 RENTON SOC 070728 77423621 549 GARDEN                              RENTON      WA 98055‐1511 16 PACCAR PARTS NW DISTRIBUTING 82882955 502 HOUSER WAY N                        RENTON      WA 98055‐1504 17 Kenworth Truck Research &  Development 5276518 485 HOUSER WAY N                        RENTON      WA 98055 18 PACCAR MIS 85953633 480 HOUSER WAY N RENTON WA 98057 19 PACIFIC CAR & FOUNDRY CO 2065 1400 N 4TH ST RENTON WA 98057 20 Boeing 5th & Park Building 85524291 500 PARK AVE N GARAGE BLDG 1013 & 1016   RENTON      WA 98055 21 Kelly Moore Paint Co Inc Renton 2509959 350 Sunset Blvd N Ste C Renton WA 98057 22 Spirit Auto Center of Renton (Sunset  Cars; Vacant Property (Pierotti))5366 330 Sunset Blvd N Renton WA 98055 23 Ero‐Dyne Aviation (SKY HARBOR  AVIATION )63051958 300 AIRPORT WAY S                       RENTON      WA 98055 24 Renton Airport 15436 243 Perimeter Rd W RENTON WA 98057 25 Vacant (SDS Partners)63618514 307 AIRPORT WAY RENTON WA 98057 26 Gudmundson Co Inc 62661325 102 LAKE AVE S                          RENTON      WA 98055 27 Formula‐1 Fast Lube (INDY LUBE UST  6799; Formula One Service)96572525 100 RAINIER AVE S                       RENTON      WA 98055‐2044 28 Vacant (Dennys Restaurant Rainier  Ave)5970 144 RAINIER AVE S RENTON WA 98057 29 Gene Meyer Inc 44381644 225 RAINIER AVE S                       RENTON      WA 98055 30 SUNSET RAINIER RENTON WALGREENS 88647696 299 RAINIER AVE S                       RENTON      WA 98055 31 Safeway Store 1563 5763 200 S 3rd St Renton WA 98055 32 Hertz and Lyft Express Drive (Walkers  Renton Subaru Used Cars)19684856 250 RAINIER AVE S RENTON WA 98057 33 SAFEWAY STORE 1563 FUEL CENTER 2859817 200 S 3RD ST STE A                      RENTON      WA 98055 34 SAFEWAY Fuel Renton 99291269 103 S 3RD ST RENTON WA 98055 35 RENTON BP 16258354 300 320 RAINIER AVE S                   RENTON      WA 98055 36 Renton Cleaning Center 5888526 364 RENTON CTR WAY SW                   RENTON      WA 98055 37 Fred Meyer Fuel Center No. 459 20819 405/431 Rainier Avenue South Renton WA 98057 38 Verizon Wireless Renton Center 2302487 450 SHATTUCK AVE S                      RENTON      WA 98055 39 Latin Market (Renton Clinic Assoc)94731533 215 S 4TH PL                            KENT            WA 98042‐0000 40 Salon de Belleza (Scott Drycleaners)62912812 201 S 4TH PL RENTON WA 98055 41 BURNETT PARK 9006005 502 BURNETT AVE S                       RENTON      WA 98055 42 Car Pros Chrysler Jeep Dodge Ram  (Lithia Dodge Chrysler Jeep)7826317 585 RAINIER AVE S                       RENTON      WA 98055 43 Brown Bear (RENTON 1, Brown Bear  Car Wash 2422)27778869 621 & 641 RAINIER AVE S RENTON WA 98055‐2410 44 PSE GRADY WAY RENTON COMPLEX  PARCEL 3 86541135 915 S GRADY WAY RENTON WA 98055 45 Renton Coil Spring Co.  (LTS Trucking,  Castagno Brothers)71914167 423 S 7TH ST                            RENTON      WA 98055 46 BROWN BEAR CAR WASH 99851765 800 GRADY WAY S                         RENTON      WA 98055‐2943 47 Bankers Auto Rebuild & Towing 18577466 405 S 7TH ST                            RENTON      WA 98055 48 Arco 5902 47138342 710 S GRADY WAY RENTON WA 98055 49 PSE GRADY WAY RENTON COMPLEX  PARCEL 2 21349929 915 S GRADY WAY RENTON WA 98055 50 Kenworth Truck R&D 9167239 790 GARDEN AVE N                        RENTON      WA 98055 51 PSE Boeing Renton #2 Substation 13138 704 Logan Ave N Renton WA 98057 52 KENWORTH TRUCK CO RENTON 13289817 1601 N 8TH ST                           RENTON      WA 98057 53 Car Wash Enterprises CWE Renton 4474679 77 RAINIER AVE S                        RENTON      WA 98055 54 King Cnty Solid Waste Div Renton Tran 62379615 3021 NE 4TH ST                          RENTON      WA 98056 Table D‐1. WHPA Notification Mailing List for Active Sites of Potential Concern Renton WHPP Update AGENDA ITEM #6. o) AGENDA ITEM #6. o) Table D‐1. WHPA Notification Mailing List for Active Sites of Potential Concern Map ID Facility Name Facility ID Address City State Zip Code 55 King County Dept of Transportation ‐  155 Monroe Ave NE 21295 Renton Transfer Station Renton WA 56 KING CNTY DPW RENTON FACILITY 32954817 155 MONROE AVE NE                        RENTON      WA 98056‐4101 57 KING CO REGIONAL COMM AND  EMERGENCY COORD CTR 24298 3511 NE 2ND ST RENTON WA 98056 58 Fred Meyer Stores Inc Renton 12107 365 Renton Center Way SW Renton WA 98057 59 Fred Meyer UST 7842 (SEARS  ROEBUCK & CO UST 7842)60178828 359 RENTON CENTER WAY SW RENTON WA 98055‐2393 60 Wal Mart 2516 37352136 743 RAINIER AVE S                       RENTON      WA 98055 61 Vacant (Sound Ford)58499353 750 RAINIER AVE S                       RENTON      WA 98055 62 Mini Mart/ Mobil Gas Station (USA  MINI MART 115)94569877 765 RAINIER AVE S RENTON WA 98055 63 Texaco Station 632320402 3238112 509 S GRADY WAY                         RENTON      WA 98055 64 Walkers Renton MAZDA 18869255 200 S GRADY WAY                         RENTON      WA 98055 65 CHEVRON 99114 77287947 301 S GRADY WAY RENTON WA 98055 66 Renton Village Cleaners (Renton  Village Dry Cleaners)4484368 601 S Grady Way Renton WA 98057 67 Rite Aid #5201 20396 601 S Grady Way Ste P Renton WA 98057 68 Allied Battery Co Inc Renton 5884609 55 SW 12TH                              RENTON      WA 98108 69 AIRTOUCH CELLULAR SOUTH CENTER 71676937 15 S GRADY WAY                          RENTON      WA 98055 70 Puhich Dry Cleaners 5971 319 Main Ave S Renton WA 98057 71 MAPLEWOOD MAINTENANCE SHOP 64293294 4000 MAPLE VALLEY HWY                   RENTON      WA 98058‐2871 72 RENTON CITY WATER DEPT 75784645 4030 MAPLE VALLEY HWY                   RENTON      WA 98058‐2874 73 VERIZON WIRELESS WARE  MAPLEWOOD 19828 15214 149TH AVE SE RENTON WA 98058 74 KING COUNTY PARKS 34837919 3005 NE 4TH                             RENTON      WA 98056 75 RENTON HIGHLANDS LANDFILL 2128 NE 3RD ST & NE 4TH ST                   RENTON      WA 98056 76 King Cnty DOT Road Services Div 41149477 155 MONROE AVE NE BLDG P G F RENTON WA 98056‐4199 77 FAIRWOOD GOLF & COUNTRY CLUB 43989944 17124 151TH AVE SE                      RENTON      WA 98058‐8508 78 RENTON CITY SPRING BROOK SPRINGS 76461781 5750 TALBOT RD S                        RENTON      WA 98056 79 Panther Lake Shopping Center 17428 20610 108TH AVE SE KENT WA 98031 80 Rite Aid #5189 7155 20518 108th Ave SE Kent WA 98031 81 Allied Waste Service Kent 1247957 12403 SE 202ND PL                       KENT            WA 98031 82 SOOS CREEK WATER & SEWER  DISTRICT 24788111 12700 SE 198TH ST                       RENTON      WA 98058‐1039 83 Kennydale Chevron 74465899 1419 N 30TH ST RENTON WA 98056 84 KENNYDALE FUEL 3538 1616 NE 30TH ST RENTON WA 98056 85 Shell Station 120646 48271835 1410 N 30TH ST                          RENTON      WA 98056 Notes: Facility names in parentheses indicates that a site was visited during the windshield survey and it has a different name from the FSID facility name (which is  in parentheses). Facility names with no parentheses in their entry use the FSID facility name. Table D‐1. WHPA Notification Mailing List for Active Sites of Potential Concern Renton WHPP Update AGENDA ITEM #6. o) AGENDA ITEM #6. o) DATE Department of Ecology Northwest Regional Office 3190 160th Ave SE Bellevue, WA 98008-5452 Re: City of Renton Wellhead Protection Plan Dear Department of Ecology: The City of Renton has developed a Wellhead Protection Plan (which is referred to as the Aquifer Protection Program Plan in City materials) to help maintain the drinking water quality for our city residents. The Plan is based on Washington Department of Health WAC 246-290-135(3) regulations. As part of the Plan, maps were prepared that show the areas around each city drinking water source where a chemical spill on the ground may cause contamination of the aquifer. These areas are Wellhead Protection Areas (WHPAs). The enclosed map depicts the WHPA boundary, source wells, and identified potential contaminant sources. Also enclosed is a table (Table D-1) providing the facility ID, name and location for each potential contaminant source. Please review the map and use it as a reference when inspecting and permitting the storage, use, and disposal of hazardous material within our WHPAs. Please note that the City of Renton has sent notices to each of these properties informing them of their location within the WHPA boundary. The City has also sent similar letters to businesses with land uses that could potentially contaminate groundwater quality. Thank you for your attention in this matter. If you have any questions or would like a copy of the wellhead protection plan, please contact me at (425) 430-7335. Sincerely, Katie Nolan Drinking Water Utility Civil Engineer City of Renton AGENDA ITEM #6. o) DATE Police Chief VanValey Renton Police Department 1055 South Grady Way Renton, Washington 98057 Re: City of Renton Aquifer Protection Plan Dear Chief VanValey: The City of Renton has developed an updated Aquifer Protection Program Plan to help maintain the drinking water quality for our city residents. The Plan is based on Washington Department of Health WAC 246-290-135(3) regulations. As part of the Plan, maps were prepared that show the areas around each city drinking water source where a chemical spill on the ground may cause contamination of the aquifer. These areas are Aquifer Protection Areas (APAs). As part of this Plan, the city must provide wellhead protection information to agencies responsible for incident/spill response procedures. It is important that you are aware of where potential contaminant releases could adversely impact the quality of our community’s drinking water supply. A map of the APAs and adjacent transportation routes is enclosed for your review. An acknowledgement of receipt of this information or a response from your office as part of our aquifer protection plan documentation would be appreciated. We ask that you review the enclosed copy of the City’s current spill response plan so appropriate procedures are followed and necessary coordination occurs in the event of a spill or contaminant release. Thank you for your attention in this matter. If you have any questions or would like a copy of the aquifer protection plan, please contact me at (425) 430-7335. Sincerely, Katie Nolan Drinking Water Utility Civil Engineer City of Renton AGENDA ITEM #6. o) DATE Renton Regional Fire Authority 1055 S Grady Way 7th Floor Renton, Washington 98057 Re: City of Renton Aquifer Protection Plan Dear Renton Regional Fire Authority Commissioners: The City of Renton has developed an updated Aquifer Protection Program Plan to help maintain the drinking water quality for our city residents. The Plan is based on Washington Department of Health WAC 246-290-135(3) regulations. As part of the Plan, maps were prepared that show the areas around each city drinking water source where a chemical spill on the ground may cause contamination of the aquifer. These areas are Aquifer Protection Areas (APAs). As part of this Plan, the City must provide wellhead protection information to agencies responsible for incident/spill response procedures. It is important that you are aware of where potential contaminant releases could adversely impact the quality of our community’s drinking water supply. A map of the APAs and adjacent transportation routes is enclosed for your review. An acknowledgement of receipt of this information or a response from your office as part of our wellhead protection plan documentation would be appreciated. We ask that you review the enclosed copy of the City’s current spill response plan so appropriate procedures are followed and necessary coordination occurs in the event of a spill or contaminant release. Thank you for your attention in this matter. If you have any questions or would like a copy of the wellhead protection plan, please contact me at (425) 430-7335. Sincerely, Katie Nolan Drinking Water Utility Civil Engineer City of Renton AGENDA ITEM #6. o) AGENDA ITEM #6. o) APPENDICES | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 Appendix L-2 WELLHEAD PROTECTION AREAS AND SEPTIC SYSTEMS MAP AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) AGENDA ITEM #6. o) APPENDICES | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 Appendix M WATER RECLAMATION EVALUATION CHECKLIST AGENDA ITEM #6. o) AGENDA ITEM #6. o) For questions, call Kristina Westbrook,   King County Reclaimed Water Program Manager at (206) 296‐5279   www.kingcounty.gov/reclaimedwater Revised 12/12/2011    Water Reclamation Evaluation Checklist  For Systems with 1,000 or more Connections    The County and State recognize that changing conditions could initiate a need to  respond in new ways to future water quality standards, wastewater discharge  requirements, take advantage of advances in treatment technologies and/or allow  our region to be positioned to respond to changes associated with climate change  and population growth.      In 2003, Chapter 90.46 of the Revised Code of Washington (RCW) was amended  to require public water systems serving 1,000 or more connections to evaluate  opportunities for reclaimed water when completing their water system plans.   Please use this checklist to meet King County consistency requirements in  responding to this legislation.    Water System Name:_______________________________  Date: ____________________________________________  PWS ID#__________________________________________  Contact: ________________________________________    1. Identifying Potential Future Demand for Reclaimed Water:  King County maintains a database and map of potential  reclaimed water users for evaluating future projects.  Please use the template below, or similar table, to provide  information to assist King County in further researching these potential uses.   Large Utility Water Users (choose one):   Attached is an inventory of twenty large (above 20,000 gallons/month on average), non single‐family  residential, water users served by our utility that have a potential for reclaimed water use, or  Attached is an inventory of our utility’s top twenty water users, or  The information requested is unknown or not available.          Additional Comments: ___________________________________________________________     Large Self Suppliers (choose one):   Attached is an inventory of large, self‐supplied water users within our water utility’s service boundaries ‐  especially those near wastewater  treatment plants, mainlines, outfalls, and pump stations or similar  reclaimed water facilities), or  The information requested is unknown or not available.          Additional Comments: ____________________________________________________________     Other (choose one):  Attached is an inventory of other water users (such as those that are clustered near one another and  could be served by a single system) that may be likely candidates for reclaimed water use, or  The information requested is unknown or not available.          Additional Comments: ____________________________________________________________  Please use this checklist, including  the inventory template, to ensure  that your water system plan  includes sufficient information  about opportunities for reclaimed  water and your system’s efforts to  develop those opportunities.  If a  question is not applicable or the  information is unavailable, then  answer, “unknown” or “n/a.”   King County will consider the  checklist completed if each  answer is filled in with the best  available information, even if the  utility states that it is not aware of  any reclaimed water opportunities  within its service area.  AGENDA ITEM #6. o) Water Reclamation Evaluation Checklist  Page 2  2. Environmental Commitment: Are you a city/town, or providing water service to a city/town, that has made  commitments within resource management plans, salmon recovery plans, or other environmental initiatives for  which there is a potential opportunity for using reclaimed water to assist in meeting commitments? (choose one)  Yes, here are plans that have potential for reclaimed water use in our service area to meet the above  commitments:  ________________________________________________________________________________________ ________________________________________________________________________________________  The information requested is unknown, not available.          Additional Comments: __________________________________________________________________    3. Identifying Areas of Potential Use of Reclaimed Water for Environmental Benefit:  Below are examples of uses of reclaimed water that comply with State, Federal and other reclaimed water  environmental, health and safety standards.  All of these uses are currently in effect somewhere in Washington  State.  To the best of your knowledge, are any of these potential uses for reclaimed water applicable to your area?      River Augmentation (choose one):  Yes, our water rights are limited by instream flows.  For more information, King County may contact:   ________________________________________________________________________________________ ________________________________________________________________________________________  The information requested is unknown, or not available.  Additional Comments: __________________________________________________________________    Groundwater Recharge (choose one):  Yes, we withdraw water from an aquifer that is in a groundwater management area, or from a declining  aquifer, where water levels may need to be replenished or to maintain aquifer storage.  For more  information, King County may contact:  ________________________________________________________________________________________  The information requested is unknown, or not available.  Additional Comments: __________________________________________________________________    Water Rights Mitigation (choose one):   Yes, our area is pursuing, or planning to pursue, new or additional water rights, and there may be an  opportunity to use reclaimed water for mitigation of those new water rights.  For more information, King  County may contact:  ________________________________________________________________________________________  The information requested is unknown, or not available.  Additional Comments: __________________________________________________________________    Potential Areas of Environmental Need (choose one):   Yes, parts of our service area include potential environmental enhancement locations, such as wetlands  enhancement, aquifer recharge, stream flow augmentation, that might be candidates for reclaimed water  use.  For more information, King County may contact:  ________________________________________________________________________________________  The information requested is unknown, or not available.  Additional Comments: __________________________________________________________________  AGENDA ITEM #6. o) Water Reclamation Evaluation Checklist  Page 3  4. Local Reclaimed Water Legislation: If water reclamation is mandated for this water system through local  government agreement, contract, local regulations, ordinances, or other mechanisms, please provide a copy of the  governing mechanism (choose one).  Yes, local legislation exists in our area in support of reclaimed water use.  The following relevant legislation  is attached (please list titles of documents):  ________________________________________________________________________________________ ________________________________________________________________________________________    No water reclamation legislation exists, or is known to exist, at a local level in our service area.    5. Coordination with Local Wastewater Utility:  Include a brief description of your interactions with any wastewater or  reclaimed water utility (King County or other) adjacent to your service area to evaluate any potential opportunities  to develop reclaimed water (choose one).  Describe if applicable:  ________________________________________________________________________________________ ________________________________________________________________________________________    None.  Additional Comments:  _______________________________________________________________    Template for  Inventory of Water Users and Identification of Potential Reclaimed Water Users   Site Owner or Site  Name  Site Address  (for general mapping purposes)  Estimated Annual  Water Use  Water uses not  requiring potable  water1  Is this a Potential  Reclaimed Water  Customer?                                                                                                                                                                  1 See Washington State Reclamation and Reuse Standards, September 1997, Section 1, Articles 1‐5 for allowable uses of reclaimed water.   http://www.ecy.wa.gov/PROGRAMS/WQ/reclaim/standards.html     AGENDA ITEM #6. o) AGENDA ITEM #6. o) APPENDICES | LONG-RANGE WASTEWATER MANAGEMENT PLAN | CITY OF RENTON FINAL | JULY 2022 Appendix N APPROVED GRINDER PUMP STATIONS FOR SINGLE FAMILY RESIDENCES AGENDA ITEM #6. o) AGENDA ITEM #6. o) CityofRentonWastewaterUtilityApprovedPrivate GrinderPumpStationsandForceMainsforSingleFamilyResidencesAGENDA ITEM #6. o) ThefollowinggrinderpumppackagesystemsareapprovedbytheCityofRenton’sWastewaterUtilityforuseinsingle familyresidences.Anygrinderpumppackages,otherthanthoselistedbelow,shallbesubmittedtothe WastewaterUtilityforreviewandapprovalpriortoinstallation.ManufacturerGrinderPackageSystemLocalContacts•E/ONEEXTREMEDHSeriesCorrectEquipmentGordon&Assoc.•LibertyPumps2400-Series425-228-5555H.D.FowlerCo.•BarnesEc0TRANSystem425-654-8800Installationofagrinderpumppackageshallbeoutsideofthebuildingfootprint,within5feetofthefoundationandperthemanufacturesguidelines.Allgrinderpumppackagestationsshallbehard-wiredintothebuildingselectricalsystem.Electricalconnectionsviaaplugintoanelectricaloutletarenotapproved.Allgrinderpump packagestationsshallhaveaminimumstoragecapacityof50gallons.Privateforcemainsshallbe1.25-inchor1.5-inchnominaldiameterSDR21PVC,Schedule40PVC(200psi),SDR11HDPEpolypipeorotherapprovedmaterial.Privateforcemainswith pipejointsshallbetestedat150psiinaccordancewithASTMF2164,“StandardPracticeforFieldLeakTestingofPolyethylene(PE)PressurePipingSystemsUsingHydrostaticPressure”.Atestwillbeconsideredafailureifthepressuredropsbymorethan5psiin1hours.PrivateForceMainPressureTestingProcedure1.Filllineslowlywithwater.2.Expelairfromsystemduringfillingandbeforeapplyingtestpressure.3.Applytestpressureandallowsystemtostandwithoutmakeuppressurefor2to3hourstoallowforexpansionofpipe.4.Applyspecifiedtestpressurefor1hours.5.PressuretestshallbewitnessedbyaCityofRentonrepresentative.AGENDA ITEM #6. o) E/ONEEXTREMEAGENDA ITEM #6. o) =/i%J)C,i77=LE1©J/©2JGeneralFeaturesThemodelDHO71orDRO71grinderpumpstationisacompleteunitthatincludes:thegrinderpump,checkvalve,HDPE(highdensitypolyethylene)tank,controls,andalarmpanel.AsingleDHO71orDRO71isapopularchoiceforone,averagesingle-familyhomeandcanalsobeusedforuptotwoaveragesingle-familyhomeswherecodesallowandwithconsentofthefactory.•Ratedforflowsof700gpd(2650lpd)•70gallons(265liters)ofcapacity•Indoororoutdoorinstallation•Standardoutdoorheights rangefrom61inchesto160inchesTheDHO71isthe“hardwired,”or“wired,”modelwhere acableconnectsthemotorcontrolstothelevelcontrolsthroughwatertightpenetrations.TheDR071isthe“radiofrequencyidentification”(REID),or“wireless,”modelthatuseswirelesstechnologytocommunicatebetweenthelevelcontrolsandthemotorcontrols.OperationalInformationMotor1hp,1,725rpm,hightorque,capacitorstart,thermallyprotected,120/240V,60Hz,1phaseInletConnections4-inchinletgrommetstandardforDWVpipe.Otherinletconfigurationsavailablefromthefactory.DischargeConnectionsPumpdischarge terminatesin1.25-inchNPTfemalethread.Caneasilybeadaptedto 1.25-inchPVCpipe oranyothermaterialrequiredbylocalcodes.Discharge15gpmat0psig(0.95Ipsat0m)11gpmat40psig(0.69Ipsat28m)7.8gpmat80psig(0.49Ipsat56m)AccessoriesE/OnerequiresthattheUni-Lateral,E/One’sownstainlesssteelcheckvalve,beinstalledbetweenthegrinderpumpstationandthestreetmainforaddedPatentNumbers:5,752,315protectionagainstbackflow.5,562,254 5,439,180Alarmpanelsareavailablewithavarietyofoptions,frombasicmonitoringtoadvancednoticeofservice requirements.TheRemoteSentryisidealforinstallationswherethealarmpanel maybehiddenfromview.NAOO5OPO1RevCAGENDA ITEM #6. o) DISCHARGE1-1/4FPTOPTIONS:ElDHO71ElDRO71(HARDWIREDLEVEL.CONTROLS)(WIRELESSLEVELCONTROLS)HDPETANKDUALWALL.CORRUGATED70GALLONCAPACITYCONCRETEBALLASTMAYBE REQUIREDSEEINSTALLATIONINSTRUCTIONFORDETAILSNOTE:DIMENSIONSAREFORREFONLY[•J11#1MODELDHO71/DRO71DETAILSHEETNAOO5OPO2FIELDJOINTREQUIREDFORMODELSDHO71-129/DRO71-129&DHO71-160/DRO71-160GASKETEDLID.HDPEELECTRICALQUICKDISCONNECTNEMA6P(EQD)STRAINRELIEFCORDCONNECTORPROTECTIVECABLESHROUD(HDPE)QUICKPOWER/ALARMCABLE12-6W/GND.DISCONNECTASSY.(304s.s.)5.5.CASTBALLVALVEE/ONEEQUALIZERINTERNALWELLVENT2.ODIA.INLET,GROMMETTOACCEPT4.5OO.D.PVCPIPE(STANDARD).DUSTCOVERSUPPLIEDFORSHIPMENT(NOTSUITABLEFORBURIAL)1-1/cDISCHARGE LINE(304s.s.)41.6in1057mmTODISCHARGECHECK VALVE(NORYL)ANTI-SIPHONVALVE(N0RYL)29.5DIAin749mmSEMI-POSITIVEDISPLACEMENTTYPEPUMP.EACHDIRECTLYDRIVENBYA1HPMOTORAGENDA ITEM #6. o) OPTIONS:EIDHO71-61EIDRO71-61INLET;EPDMGROIAETFOR4DWVPIPE(STANDARD)0(HARDWIREDLEVELCONTROLS)(WIRELESSLEVELCONTROLS)ADCAH07/12/07B1/16DRBYCHK’DDATEISSUESCALESEWERSYSTEMSMODELDHO71-61/DRO71-61NAOO5OPODISCHARGE:1-1/4FEMALEPIPETHREAD029.5CONCRETEBALLASTMAYBEREQUIREDSEEINSTALLATIONINSTRUCTIONSFORDETAILSNOTE:DIMENSIONSAREFORREFONLYAGENDA ITEM #6. o) OPTIONS:DDHO71-74DDRO71-74CONCRETEBALLASTMAYBEREQUIREDSEEINSTALLATIONINSTRUCTIONSFORDETAILS(HARDWIREDLEVELCONTROLS)(WIRELESSLEVELCONTROLS)DIScHARGE:1-1/4FEMALEPIPETHREADULET:EPC’MGROLIETFOR029.54DWVPIPE(sTARD)NOTE:DIMENSIONSAREFORREFONLYAGENDA ITEM #6. o) DHO7116OLEVELCONTROLS)DDROll160LEVELCONTROLS)GRADEMUSTSLOPEAWAYFROMSTATION-3/SflSTAINLESSSTEELHARDWARE-FIELDASSEMBLE-(16PLACES)SIKATAPE-FIELDLOCATE-DETAIL,FIELDJOINTINLET:EPDMGROMMETFOR1DWVPIPE(STANDARD)SEEINSTALLATIONINSTRUCTIONSFORFURTHERDETAILSCONCRETEBALLASTMAYBEREQUIREDSEEINSTALLATIONINSTRUCTIONSFORDETAILSNOTE:DIMENSIONSAREFORREF0//AGENDA ITEM #6. o) CONCRETEBALLASTMAYBE REQUIREDSEEINSTALLATIONINSTRUCTIONSFORDETAILSNOTE:DIMENSIONSAREFORREFONLY0ADCAH07/13/07B1/16DRBYCHIQDDATEISSIESCALESEWERSYSTEMSMODELDHO71-158/DRO71-158(HARDWIREDOPTIONS:DD[1071-18LEVEL CONTROLS)(WIRELESSElDR071—18LEVEL CONTROLS)-GRADEI4USTSLOPEAWAYFROI.4STATIONIr&/,fIMIT:EPtGRO€TDISCHARGE:IFOP4DWV1-1/4FEMALE029.5IPIPE(sTAARD)PIPEUIPEADNAOO5OPO9AGENDA ITEM #6. o) OPTIONS:EIDHO71-129/EIDRO71-129AWAYFROMSTATION(HARDWIREDLEVELCONTROLS)(WIRELESSLEVELCONTROLS)3/8STAI&ESSSTEELHARDWARE-FIELDASSEkFI_E-(16PLACES)•SIKATAPE-FELDLOCATE-DETAIL,FIELDJOINTSEEINSTALLATIONINSTRUCTIONSFORFURTHERDETAILSCONCRETEBALLASTMAYBEREQUIREDSEEINSTALLATIONINSTRUCTIONSFORDETAILSNOTE:DIMENSIONSAREFORREFONLYADCAH07/13/07B1/16DRBYCHK’DDATEISSUESCALEBEWERBY8TEMSMODELDHO71-129/DRO71-129SDISCHARGE:1-1/4FEMALEPIPETI-EEAD029.5LET:EPOMGRO€TFOR4DWVPIPE(STACARD)NAOO5OPO8AGENDA ITEM #6. o) CONCRETEBALLASTMAYBEREQUIREDSEEINSTALLATIONINSTRUCTIONSFORDETAILSNOTE:DIMENSIONSAREFORREFDISCHARGE:1-1/4FEMALEPIPE1WEAD-029.5LET:EPOMGROTFOR4DWVPIPE(STAARD)OPTIONS:DDHO71-124ElDR071-124(HARDWIREDLEVELCONTROLS)(WIRELESSLEVELCONTROLS)0SNAOO5OPO7AGENDA ITEM #6. o) OPTIONS:EIDHO71-9)EIDRO71-9)(HARDWIREDLEVEL CONTROLS)(wIRELEssLEVELCONTROLS)GRADE MUSTSLOPEAWAYFROMSTATIONDISCHARGE:1-1/4FEMALEPIPEIL.Et:EPDL4GROI.ETFORTHREAD•.029.54DWVPIPE(STAt’ARD)CONCRETEBALLASTMAYBEREQUIREDSEEINSTALLATIONINSTRUCTIONSFORDETAILSSNOTE:DIMENSIONSAREFORREFONLYAGENDA ITEM #6. o) LIBERTYPUMPSAGENDA ITEM #6. o) ‘jjjjI1AvailableHeights48”60”7284OmnivoreGnndersAvailablewithI.SGorLSCXSerles(2-Stage)Grinders04inlethubwithsealAGENDA ITEM #6. o) 1T243648or657Dnct’orgeDeDth4860.12o84Ta’kFelqhtOtisI.nIPrernountedSeeChartBeoGalvanizedguiderailsstandard.Forstainless steelrailsadd“S’tomodel number.Example:2472LSG24-SForsteelcoveroptionadd“-SC”suffixtomodel number.Example:(steel)2472LSG24-SCDimensionalDataTopViewr.7/i(24’28\j-SideViewPerformanceCurves:LitersPerMinute4netHubandSealProededNotAtlachedon60.72od84Systerrs(Mountedat18’on48TailSyllernI)I1AicIrr’,floatP’emorntodSocChartB&owOnNctPr,n,c.otedSeeChartScowF(otlevelsoreocijustoblepe,-ircltdedinstructionsFactor,’setcontrol levels2400-SeriesOfflevel9.5”(42cm)13”(33cm)13”(33cm)13”(33cm)OnLevel16.5(41.9cm)27’(69cm)31”(79cm)33(84cm)AlannLevel21”(79cm)33(86cm)37”(94cm)37’(102cm)VolumeperPumpCycle13.5gal.(51liters)31gal.(117liters)39gal.(148liters)43gal.(163liters)TotalBasinCapacity94gal.(356liters)118gal.(447liters)141gal.(534liters)165gal.(625liters)ISpecatioassubjecttowitJiout!1jIAGENDA ITEM #6. o) Patent SeewwwIibertypumps.com/patentsPOWDERCOATEDTOUGHHAGENDA ITEM #6. o) •2hp,heavy-dutymotor—oilfilled,thermallyprotected•Upperandlowerballbearings•One-pieceuni-bodycastironhousing•300SeriesSSRotorShaft•316Stainlesssteelimpeller•Dualseals—Upper sealisunitizeddurablesiliconcarbide.LowersealisVitondouble-lip.(Lowersealensuresthatalldebrisiskeptawayfrommainseal)•MotorwindingsinsulatedtoClassB(130CC)•AdvancedVSlicecuttingsystemmadeofhardened440stainlesssteel—RockwellC58•Horizontal 1-1/4”FNPTDischarge•Backvanesonimpellerandspiraledbottomplateforsuperiorsolidsclearing•Allstainlesssteelfasteners•Clog-freevolutedesign•Designedformaximumheatdissipationandcoolmotoroperatingtemperatures•Solidstatestartingcircuit-nomechanicalrelaycoil•25’powercordwithQuick-Disconnect•Piggybackplugwithwideanglefloat(onautomaticmodel)eliminatesneedforexpensivepanelVitonisaregistered trademarkofDuPontDowElastomersLLC.V-Slice®TechnologySuperiorcuttingsystemprovidesimprovedshreddingperformanceoverradialcutters.V-patternprovidesupto108alternatedcutsperrevolution.Entirecuttingsystemmadeof440stainlesssteelhardenedto58Rc.-Recessedcutterbolteliminateswadding7’IiiTi1A‘-.7’IiI!LqIFeatures:‘liii?f/Exclusioncleanout slotsandbackreliefclearsdebrisfromundercutterPatent:SeewwwIibertypumps.com/patentsAGENDA ITEM #6. o) Stainlesssteelclaspforlift-outchain—44055cutterplatespiraledforsolidsclearing—.44055rotarycutterInternalstartlruncapacitorsonsinglephasemodels.“-C”modelshaveexternalcapsandrequireacontrolpanelWideanglefloatwithpiggy-backplug300SeriesSSRotorShaftRobust motorplate—1-114”NPTDischargeImprovedclog-freevolutedesignIII.Dependablesolidstatestartingcircuit-LargestainlesssteelhandlewithrubbergripQuick-disconnectpowercord(singlephaseonly)2hpmotor__________________Uniqueone-pieceunibodycastingILe316SSimpellerAGENDA ITEM #6. o) LSG2O0-SeriesSpecificationsLitersPerMinute03876114151189zç—----s•CastIronconstruction•Single1-114”guiderailpipedesign•Autoalignmentfeature(GR2OworksonlywithLSG-Seriespumps)•UpperrailsupportbracketLibe,iyPumps•7000AppIeTreeAvenue•Bergen,NewYork14416Phone800-543-2550Fax(585)494-18391101009080P.7050x50I—4030201000 10c@sModelLSG2O2ALSG2O2MLSG2O2M-CLSG203MLSG2O4MLSG2O5M20 3040GallonsPerMinuteHPVolts2208-2302208-2302208-2302208/2302440-4802575AutomaticModelTurn-On15”Turn-Off8”(adjustable)Phase333AmpsLocked RotorAmpsSpeed(RPM)60 15533450601553345060155334506010.662345060 5.3313450604.9313450Discharge1—1/41-1/4’1-1/4’1-1/4”1—1/4”1—1/4”Singlephasemodelsarethermallyprotected.3-phasemodelsrequireaproperlysizedcontrolpanel.Maximumfluidtemperature140°FSwitchWeightYes86No84No84No84No84No84LSG2O2MandLSG2O2Afeatureinternalcapacitorsanddonotrequireaseparatecontrol panelforoperation.LSG2O2M-Cfeaturesexternalcapacitors,requiringapanelwithappropriatelysizedstartandruncapacitors.Options forLSG2O2M-C:External CapGrinderModelDescriptionKOOl316Start/RunCapacitorKit(forretrofitinexistingpanels)SXHC24=3SimplexNEMA4XPanelwithstart/mncapacitorsAE24HC=3DuplexNEMA4XPanelwithstart/runcapacitorsForcompletepanelspecifications,seeSXorAE-seriesliterature.25’cordstandardonallmodels.LSG2O2M-Cfeatures35’cordstandard.GR2OGuideRailBase(GR2Ooptionsoldseparately)Specifications aresubjecttochangewithoutnotice.Copyright©LibertyPumps,Inc.2017Allrightsreserved.LLIT3200R03117AGENDA ITEM #6. o) L)f’JP-rLrdslPSeriesThtPanels-(Optional)IPcontrolpanelsincorporatethelatestprogrammablepumpfeaturesthroughasimple,easy-to-usetouchpadontheinnerdoor.Nowpump programmingandsystemmonitoringiseasierthanever.Features:•NEMA4Xweatherproofenclosureforindoor?outdoormounting•Float-lesslevelsensoriscompactandeliminatesmultiplewide-anglefloatsforcontrollingpump•Redundant“ALARM”floatincludedforaddedsecurity•Innerpaneldoorprovidesincreasedsafety•Easy-to-usetouchpadforprogrammingpump on/offlevelsandalarmlevelininchesorcentimeters•Separatecontrolandalarmfuses• Digitaldisplayboardforsystemmonitoring•Alarmbeaconandhornprovideaudio/visualwarningofalarmcondition•Test/Normal/Silenceswitch•Auxiliarycontacts•PanelisfieldconvertibleforeitherdemanddoseortimeddoseapplicationsForthe completeIP-Seriesspecifications,SeeIP-Seriesliteraturesheet.SX-SeriesPanels-(Standard)Providereliablealternatingoperationwithstandardfeaturesthatinclude:•HOASwitch•NEMA 4Xenclosure•CircuitBreaker•VisualandAudiblealarm•Pumprunindicatorlight•Auxiliarycontacts•ThreelevelcontrolfloatsForthecompleteSX-Seriesspecifications,SeeSX-Seriesliteraturesheet.11II•1)SXH24=3ControlPanelwithAJarmIncludedAINOTE:Too,xlertheIP-Seriespaneloption,add“-IP”suffixtothesystemmodelnumber.Example:2472LSG24-lPAGENDA ITEM #6. o) Models2448LSG2022448LSG202-S2448LSG202-S-SC2448LSG202-SC2448LSGX2022448LSGX202-S2448LSGX202-S-SC2448LSGX202-SC2460LSG202-C(-24,or-36)2460LSG203(-24or-36)2460LSG204(-24or-36)2460LSG205(-24or-36)2460LSGX202(-24or-36)2460LSGX202-C(-24or-36)2460LSGX203(-24or-36)2460LSGX204(-24or-36)2460LSGX205(-24or-36)2472LSG202(-24,-36or-48)2472LSG202-C(-24,-36or-48)2472LSG203(-24,-36or-48)2472LSG204(-24,-36or-48)2472LSG205(-24,-36or-48)2472LSGX202(-24,-36or-48)2472LSGX202-C(-24,-36or-48)2472LSGX203(-24,-36 or-48)2472LSGX204(-24,-36or-48)2472LSGX205(-24,-36 or-48)208/230208/230208/230208/230208-230208-230208-230208-230208/230208/230440-480575208-230208-230208/230440-480575208/230208/230208/230440-480575208-230208-230208/230440-4805751220lbs.1220lbs.1230lbs.1226lbs.1229lbs.1229lbs.1239lbs.1239lbs.1237lbs.SXH24=31238lbs.SXHC24=33242lbs.3242lbs.3242lbs.1243lbs.1244lbs.3249lbs.3249lbs.3249lbs.NANANANANANANANAIPS-24HIPS-24HCIPS-54-161IPS-24HIPS-24HCIPS-34-511IPS-34-171IPS-54-161Volts2448—24”x48”basin(Dischargedepthis12”fromtopofbasin)StandardPanel(Optional)PanelPhaseWgt.SX-SeneslP-SeriesALM-2WALM-2WALM-2WALM-2WALM-2WALM=2WALM-2WALM-2W2460—24”x60”basin(Dischargedepthisavailablein24”or36”fromtopofbasin.Add-24 or -36tomodelwhenordering)2460LSG202(-24or-36)208/2301230lbs.SXH24=3IPS-24N2460LSG202-A(-24or-36)208/2301231lbs.ALM-2WNA1231lbs.SXHC243IPS-24HC3235lbs.SX34=3-511IPS-34-5113235lbs.SX34=3-171IPS-34-1713235lbs.SX54=3-161IPS-54-1611236lbs.SXH24=3IPS-24H1237lbs.SXHC24=3IPS-24HC3242lbs.SX34=3-511IPS-34-5113242lbs.SX34=3-171IPS-34-1713242lbs.SX54=3-161IPS-54-1612472—24”x72basin(Dischargedepthisavailablein24”, 36”or48”fromtopofbasin.Add-24,-36 or-48tomodel whenordering)2400-SeriesSimplexModels24”diameterfiberglassbasinavailableinheightsof48”,60”,72”and84”.AvailablewithstandardSX-SeriescontrolpanelorupgradetothenewIP-SeriesIntelligent Panel.SystemslistedtotherightareshippedwithastandardSX-Seriescontrolpanel.ToupgradetoanIP-Seriespaneladd“-IP”suffixtotheabovemodelnumber.SeeSX-SeriesorIP-Seriesliteratureforcompletespecifications.fibertypurnpsSX34=3-511IPS-34-511SX34=3-171IPS-34-171SX54=3-161SXH24=3SXHC24=3SX34=3-511SX34=3-171SX54=3-1 612484—24”x84’basin(Dischargedepthisavailablein24”. 36”,48”or60”fromtopofbasin.Add-24, -36,-48 or-60tomodel when ordering2484LSG202(-24,-36,-48or-60)2484LSG202-C(-24,-36,-48or-60)2484LSG203(-24,-36,-48or-60)2484LSG204(-24,-36,-48or-60)2484LSG205(-24,-36,-48or-60)2484LSGX202(-24,-36,-48or-60)2484LSGX202-C(-24,-36,-48or-60)2484LSGX203(-24,-36,-48or-60)2484LSGX204(-24,-36,-48or-60)2484LSGX205(-24,-36,-48or-60)208/230208/230208/230440-480575208-230208-230208/230440-4805751258lbs.1265lbs.3269lbs.3269lbs.3269lbs.1264lbs.1265lbs.3270lbs.3270lbs.3270lbs.SXH24=3SXI-tC24=3SX34=3-511SX34=3-171SX54=3-161SXH24=3SXHC24=3SX34=3-511SX34=3-171SX54=3-161IPS-24HIPS-24HCIPS-34-511IPS-34-171IPS-54-161IPS-24HIPS-24HCIPS-34-511IPS-34-171IPS-54-161UberlyPumps•7000AppleTheeAvenue•Bergen,NewYork14416Phone800-543-2550Fax(585)494-1839Specifications are sub]ecttochangewithoutnotice. Copyright@LibertyPumps,Inc.2012Allrightsreserved.LLIT6700-R06/12AGENDA ITEM #6. o) BARNESAGENDA ITEM #6. o) FT%VSTEMEcoTRANTMSystemwww.cranepumps.comEcoTRANTMSystemSpecifications:____BASINEngineeredPolypropyleneCopolymer,2-piececonstruction, factoryassembledwithpreformedcorrosionresistantrebarinstalled. IncludesPODforpumpsupportandorientationRISERHDPE18”Dia.(457mm)corrugateddrainpipe,day-of-installationadjustmentsetsbasindepth[limit9ft.6inches(2.9m)tobottomofbasin]DISCHARGEOUTLET1-1/4”NPTFlexible,stainlesssteel.Connectstoabasinmountedbronzetankreceiver.INLET3positions,4”(Sch40/80orSDR35)FlexibleInletFlange(ForFieldInstallation)COVERRock-ShapedPolyethyleneCover,interlockingwithRiserAdapter,ventedorunvented.Keyedlockincluded.Loadratingof150lbpersqft.ALARM BOXModell500AlarmPanel,NEMA4XNon-metallicEnclosurewithKeyedLock,AlarmLight,AlarmHornw/PushButton,PumpandAlarmCircuitBreakersDIRECTBURIALCABLE....12/5TypeTC,STOOW RoundU.L.Listed.30ft (9m)lengthstandardMOVEABLEDISCHARGEFITTINGwiCHECKVALVE:(RemovedwithPump)HousingPowderCoated CastIronDiaphragmFiberReinforcedNeopreneFlapperFiberReinforcedNitrileSize1-1/4”FullPortValveSeatBronzeBALLVALVEToggleactuatedviapolypropyleneharnessfromtopside,removablewithoutbasinentryMaterialBronze,withStainlessSteelball&stem,andTeflonseatsSize1-1/4”FullPortLIFTINGHARNESS1/8”x3/4”Polypropylene(POD).1/2”Dia.Polypropylene(PUMP)Breakingstrength3750lbs.HARDWARE300SeriesStainlessSteelLEVELCONTROLESPS—EnvironmentallysealedpressureswitchwithCPVChousing,Nitrilediaphragm,Custommoldedquickconnectforsealingandstrainrelief.ANTI-SIPHONIntegraltocastironmotorhousing.FlapperFiberReinforcedNitrileSeatValoxwithstainlesssteelrivetPUMPOGP2O22CE(Std),240Volt,1PhaseOPTIONSDirectBurialCablelengths,RockCover VentedorFloodPlain, Depth,OGVF2O22CEPump,Model1550AlarmPanelw/Generator ReceptacleEcoTRANTMSystemForusewithOGPandOGVpumps,11/4NPTVented52”74”DepthVented76”-114”DepthFloodPlain52”-74”DepthFloodPlain76”-114”DepthThisproductmaybecoveredbyoneormoreofthefollowingpatentsandotherpatent(s)pending:USPatent7,357,341&USPatent7,578,657BARNESLRI6567NSF 46CERTIFIEDTONSFIANSI46LISTEDBASINASSEMBLYE1515642N87ULI951CRANEPUMPS&SYSTEMSSECTIONECOPAGE1DATE10/09ACraneCo.CompanyUSA:(937)778-8947Canada:(905)457-6223.International:(937)615-3598AGENDA ITEM #6. o) CCLI)LI)0CAGENDA ITEM #6. o) ESYSTEMEcoTRANTMSystemwww.cranepumps.comEc0TRANTMSystem1.Depth52-74(13m-i.8rn)Vented76”-114”(1.9m-2.9m)Vented52”-74”(t3m-1.8m)FloodPlain76”-114”(1.9m-2.9m)FloodPlain2.PumpType(240VIIPhase)2HP0GP2022CE(STD.)2HPOGVF2O22CE3.DirectBurialCableLength30Feet(STD.)50Feet100Feet4.RockCoverOptions(SelectOne)SandstoneFloodPlain,Sandstone5.AlarmBoxOptionsModel1500wlAlarmLight,Horn,SilenceButton&CircuitBreakerModel1550,includes1500features,PlusGeneratorReceptacleandAutomaticTransferSwitchNOTES!1.Unitshippedboxedcompleteincluding BasinPackage,Pump,LevelControlandAlarmBox(Risershippedseparately).2.Riserdepthcanbeshortenedinthefieldduringinstallation.3.Allmovingpartsandsealsserviceablefromgroundlevelwithoutentryintothebasin.CRANEPUMPS&SYSTEMSSECTIONECO_________________DATE12/08ACraneCo.CompanyUSA:(937)778-8947Canada:(905)457-6223.International:(937)615-3598AGENDA ITEM #6. o) BAF1NEwww.cranepumps.comModelOGP2O22CERecessedVortex,CompactSeriesForEcoTRANSystemSubmersibleGrinderPumpsSpecifications:DISCHARGE1¼’,Bolt-onMoveableLIQUIDTEMPERATURE104°F(40°C)ContinuousVOLUTECastIronASTMA-48,Class30MOTORHOUSINGCastIronASTMA-48,Class30SEALPLATECastIronASTMA-48,Class30IMPELLERS:Design12Vane,Vortex,WithPumpOutVanesOnBackSide.DynamicallyBalanced,ISOG6.3.Material85-5-5-5BronzeIMPELLERSPACER300SeriesStainlessSteelSHREDDINGRINGHardened440CStainlessSteelRockwell®C-55.CUTTERHardened440CStainlessSteel,Rockwell®C-55.SHAFT416StainlessSteelSQUARERINGSBuna-NHARDWARE300SeriesStainlessSteelPAINTAirDryEnamel.SEAL:DesignSingleMechanicalMaterialRotatingFaces-Silicon-CarbideStationaryFaces-Silicon-CarbideElastomer-Buna-NHardware-300SeriesStainlessCORDENTRY15ft.(4.5m)Std.Cord.CustomMoldedQuickConnect,forSealingandStrainRelief(Suppliedwithstation)CORDAutomaticCSNULApproved12/5TypeSOWUPPERBEARING:DesignSingleRow,AngularcontactBallLubricationOilLoadRadial&ThrustLOWERBEARING:DesignSingleRow,AngularcontactBallLubricationOilLoadRadial&ThrustMOTOR:DesignNEMAL-SinglePhaseTorque Curve,Oil-Filled,SquirrelCageInductionInsulationClassFSINGLEPHASECapacitorStart/CapacitorRunSUPPORTPLATEFiberglassCHECKVALVEBodyCastIronASTMA-48,Class30SeatBronzeASTMC836FlapFiberReinforcedBunaLEVELCONTROLSUPPLIEDINPACKAGESYSTEMModelESPS-150e,EnvironmentallysealedpressureswitchwithCPVChousing,Bunadiaphragm,Custommolded quickconnectforsealingandstrainreliefPUMPS&SYSTEMSThisproductmaybecoveredbyoneormoreofthefollowingpatentsandotherpatent(s)pending:USPatent7,357,341SiInbWistiwatw£.hPiAidMIi}f?/f1SW(X1IDiMfl=IIIUt)GRINDERPUMPSDESCRIPTION:CSA108-FileNo.LR16567,UL778THEGRINDERPUMPISDESIGNEDTOREDUCEDOMESTICSEWAGETOAFINELYGROUNDSLURRYSECTIONAPAGE5DATE10109Series:OGP2O22CE2HP,3450RPM, 60HzNEACraneCo.CompanyUSA:(937)778-8947•Canada:(905)457-6223International:(937)615-3598AGENDA ITEM #6. o) ModelOGP2O22CERecessedVortexForAutomaticLevelControlBARNwww.cranepumps.comSubmersibleGrinderPumpsinches(mm)MODELNOPARTNOHP VOLTIPHHz RPM NEMAFULLLOCKED CORDCORDCORDO.D.(Nom)STARTLOADROTORSIZE TYPE±.02(.5)CODEAMPS AMPSin(mm)OGP2O22CE*1199692240/1603450H16.553.812/5SOW.71(18)(*)ESPSLevelControlSuppliedinPackageSystemIMPORTANT!1.)PUMPMAYBEOPERATED“DRY”FOREXTENDEDPERIODSWITHOUTDAMAGETOMOTORAND/ORSEALS.2.)THISPUMPISAPPROPRIATEFOR THOSEAPPLICATIONSSPECIFIEDASCLASSIDIVISIONIIHAZARDOUS LOCATIONS.3.)THISPUMPISNOTAPPROPRIATEFORTHOSEAPPLICATIONSSPECIFIEDASCLASSIDIVISIONIHAZARDOUS LOCATIONS.4.)INSTALLATIONSSUCHASDECORATIVEFOUNTAINSORWATERFEATURESPROVIDEDFORVISUALENJOYMENTMUSTBEINSTALLEDINACCORDANCEWITHTHENATIONALELECTRICCODEANSI/NFPA7O AND/ORTHEAUTHORITYHAVINGJURISDICTION.THISPUMPISNOT INTENDEDFOR USEINSWIMMINGPOOLS,RECREATIONALWATER PARKS, ORINSTALLATIONSINWHICHHUMANCONTACTWITHPUMPEDMEDIAISACOMMONOCCURRENCE.]PUMPS&SYSTEMSACraneCo.CompanyUSA:(937)778-8947Canada:(905)457-6223International:(937)615-3598SECTIONPAGEDATEA612/08AGENDA ITEM #6. o) BARNS’P1TSTEMIwww.cranepumps.comModelOGP2O22CEPerformanceCurve2HP,3450RPM,60HzSubmersibleGrinderPumpsEh4.......ZZ.V119969U.S.GALLONS————510152025 30PERMINUTELITERSPERSECONDIII11.52Performancecurveincludesimpactofintegralanti-siphonandcheckvalve.Testingisperformedwithwater, specificgravity1.0@68°F@(20°C),otherfluidsmayvaryperformance.CRAJPUMPS&SYSTEMSSECTIONAPAGE7DATE6/05TOTALMETERSHEADFEETinches(mm)—20017550——15040—-12530——1007520——5010——25ACraneCo.CompanyUSA:(937)778-8947Canada:(905)457-6223International:(937)615-3598AGENDA ITEM #6. o) BARNESP1TmRSTEWrwww.cranepumps.comAlarmIDisconnectPanel1500Series,SimplexforAutomaticPumpsSpecifications:ListedbyUnderwritersLaboratories,simplex pumpalarmpanelusedwiththeEcoTRANSystem,UltraCAP2BasinPackages,oranyotherstationusingapumpwithaautomaticlevelcontrol.Model 1500PIN:116742•90 db AlarmHornwithpushbuttonsilenceHighWaterAlarmLight•25Amppumpcircuitbreakerand10Ampalarmcircuitbreaker•NEMA4XEnclosure•Non-MetallicEnclosure•Padlockablelatch(s)•240VoltsinglephaseserviceControlPanelsIL?JLJModel:1500AlarmlDisconnectPanel:PIN:116742______Model:1500S1JJflC1(Ij”FileNo.E241592Model:1550•:;IFileNo.LR142177SECTIONCPAGE7DATE1106WARNINGLOCKOUTELECTRICALSERVICETOTHISENCLOSuREREPOSEOPENINGDOORORSERVICING EQUIPMENTBNRJMPRModel1550P/N:111666Includesthesamebasestandard features asthe1500seriesAlsoIncudes:•Generatorreceptaclewithautomatic transferswitch•NEMAcodeL14-30PFlangedLockingReceptacle•125/250Volt,3Pole,4Wire•25Amppumpcircuitbreakerand3AmpalarmcircuitbreakerOPTIONALEQUIPMENT30Ft.GeneratorConnectionCord,12/4SOWcordwith NEMAL14-30RLockingConnector,FactoryInstalledandTestedP/N:119962XCModel: 1550Alarm/DisconnectPanelwithGeneratorReceptacle:P/N:111666L14-30RPUMPS&SYSTEMSACraneCo.CompanyUSA:(937)778-8947Canada:(905)457-6223•International:(937)615-3598AGENDA ITEM #6. o) 4 :3 2 4,I 1 A NOS: 1.PANEL GROUND TERIENAL MUST BE CONNECTED TO EARTh GROUND. 2.FACTORY WIRING IS SHOWN FIELD WIRING IS SHOWN 3.COMPLETE ELECTRICAL ASSEMBLY WILL BE CONSTRUCTED AND LABELED TO CONFORM TO UNDER1MRITERS LABORATORIES (U.L508A) PROCEDURES. CONNECTION DIAGRAM FOR CP&S i1P742 CONTROL PANEL INCOMING puwo PtRP POWERS CONPCTIONS ALARM SWITCH IE—WIRE COLORS FUR DIRECT BURIAL STYLE CABLES ARE IN PARENTHESIS C A D C •(5.00) (5.36) -I (0.31)MOUNTING HOLES B 0 Ii D C B AMP PUMP POWER CIRCUIT 23EV —1PH(2 WIRE) CR2—la AMP RATINGS 2HP 0 24EV 18,0 ‘L.A. THIS DRAWING IS APPROVED FOR TITLE CAGE NO THIS PRINT IS AND CONTAINS PROPRIETARY INFORMATION OWNED UNCONTROLLED DISTRIBUTION EXCLUSIVELY BY CRANE PUMPS &SYSTEMS,INC.THIS RESTRICTION INCLUDES.PAN EL,ALARM,1500 SER ES 96046 EUT IS NOT LIMITED TO THE CONDITION THAT THIS PRINT WILL ONLY BE USED AS A RESULT OF BARNES CONSTANT PRODUCT IMPROVEMENT AS A RECORD ORTO IDENTIFY OR INSPECT PARTS OR FOR OTHER PROGRAM,PRODUCT CHANGES MAY OCCUR.AS SUCH,BARNES INFORMATION PURPOSES.AND WILL NOT BE USED TO MANUFACTURE OR RESERVES ThE RIGHT TO CHANGE PRODUCT WITHOUT PRIOR UWG NO REV PROCURE THE MANUFACTURE OF ThE PANTS SHOWN IN THIS PRINT BY ANY WRI1TEN NOTIFICATION OTHER SOURCE THAN CRANE PUMPS &SYSTEMS,INC.CD1 16742 D I c RA N E 1 PUMPS &SYSTEMS 4 + 2 AGENDA ITEM #6. o) ciCupITr3ILi,SDU,r.IiAGENDA ITEM #6. o) TmYSTEMSLevelControlsESPS-150ewww.cranepumps.comForuseinEc0TRANSystemAccessoriesSpecifications:HOUSINGChlorinatedPolyvinylChloride (CPVC)DIAPHRAGMSBunaNTEMPERATURERATING140F(60CC)ContinuousPRESSURESWITCHSnapActingDiaphragmSWITCHRATING:Automatic18A@240VoltAC,1PhaseTHERMALCUTOUT:SWITCHBimetallic,SnapActing,Auto-ResetMOUNTINGInConjunctionwiththeEcoTRANPODSIMPLEXAUTOMATIC:TwoSwitchesOn/Off, HighWaterAlarm,SolidStateRelayCORDTypeSOW-8ft.(2.4m),15ft.(4.6m),Automatic14/5DESCRIPTION:Diaphragmpressureswitches,hermeticallysealedwithinaprotectiveCPVCcasing.Thermalprotectionprovidedbyautomaticresetting,heat-sensingthermal cutoutswitch.PressureSwitchesterminateintoBarnes®exclusivecustommoldedquickconnectorplugforsealingandstrainrelief.ESPSLevelControlsESPS-150eP/N:119068Thisproductmaybecoveredbyoneormoreofthefollowingpatentsand otherpatent(s)pending:USPatent7,578657II.tImwMEMBERCRANEPUMPS&SYSTEMSFileNo.E242537SECTIONFPAGE24ADATE10/09ACraneCo.CompanyUSA:(937)778-8947•Canada:(905)457-6223International:(937)615-3598AGENDA ITEM #6. o) LevelControlsESPS-i50eForuseinEc0TRANSystemAccessoriesBARNESES’SURTEMSwww.cranepumps.com18.00(457)10.00(254)PUMPRATINGS:2I-IP@240V18.0F.L.A.inches(mm)MODELNUMBERDESCRIPTIONPART NUMBERCONTACTSCABLEESPS-150eAutomatic119068-MNormallyOpen14/5SOWj[iiAIi]PUMPS&SYSTEMSACraneCo.CompanyUSA:(937)778-8947Canada:(905)457-6223•International:(937)615-359829.63(753)ALARM32.00(813)III25.00(635)2.23(56.6)TANKROUOMSERVICESUPPLYPANELCB1-25AMP4PUMPPOWERCIRCUIT230V-1PH(2WIRE)ALARMLIGHTEc0TRANWIRINGDIAGRAMSECTIONFPAGE24BDATE1/06AGENDA ITEM #6. o) AGENDA ITEM #6. o) DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT Planning Division 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200, ext. 2 www.rentonwa.gov OF ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE (DNS) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION DNS: THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. DATE OF NOTICE OF ENVIRONMENTAL DETERMINATION: June 17, 2021 PROJECT NAME/NUMBER: PR21-000001 Long Range Wastewater Management Plan Environmental Review / LUA21-000116, ECF PROJECT LOCATION: Citywide APPLICANT/PROJECT CONTACT PERSON: Ann Fowler, City of Renton / 1055 S Grady Way, Renton, WA 98057 / afowler@rentonwa.gov LOCATION WHERE APPLICATION MAY BE REVIEWED: Applicant documents are available online through the City of Renton Document Center website. See also https://cutt.ly/knhndiq PROJECT DESCRIPTION: The applicant, the City of Renton Public Works Department, is requesting SEPA Environmental Review for the City of Renton 2021 Long Range Wastewater Management Plan. The subject plan will reviewed as a non-project action, as defined by Section 197-11-774 in the Washington Administrative Code. The plan primarily serves as an update to the City of Renton’s 2010 Long Range Wastewater Management Plan and was developed collaboratively by City staff and Carollo Engineers, Inc. (Carollo), including ADS Environmental Services LLC as part of the Carollo team. The plan addresses policies, criteria, assumptions, and recommendations regarding the Wastewater Management of the City’s planning area with consideration to population growth and increased demands on the sewer utility. The plan will be used as a guide in maintaining and improving the water system in the short-term over the next 10 years. It also provides a planning framework for the 20-year, long-term planning horizon. The primary purpose of this plan is to identify capacity deficiencies in the wastewater collection system, develop feasible alternatives to correct these deficiencies, and plan the infrastructure that will serve future development by addressing facility reliability, public health, groundwater and environmental protection, operation and maintenance, and financing issues. Maintaining a current Plan is required to meet the regulations of the Washington State Department of Health (DOH) and the requirements of the Washington State Growth Management A ct. The plan also contains estimated timeframes, which are the intended framework for future funding decisions. The applicant submitted an Environmental (SEPA) Checklist with the application. Per WAC197-11-340(2)(c) any person, affected tribe, or agency may submit comments to the City within fourteen days of the date of issuance of the DNS. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on July 1, 2021. Appeals to the Examiner are governed by RMC 4-8-110 and more information regarding the appeal process may be obtained from the Renton City Clerk’s Office, (425) 430-6510. Due to Governor Jay Inslee’s Proclamation 20-25 (“Stay Home, Stay Healthy”), the City Clerk’s Office is working remotely. For that reason, appeals must be submitted electronically to the City Clerk at cityclerk@rentonwa.gov. The appeal fee, normally due at the time an appeal is submitted, will be collected at a future date. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and additional information regarding the appeal process may be obtained from the City Clerk’s Office, cityclerk@rentonwa.gov. If the situation changes such that the City Clerk’s Office is open when you file your appeal, you have the option of filing the appeal in person. CONTACT PERSON: Brittany Gillia, Assistant Planner; Tel: (425) 430-7246; Email: bgillia@rentonwa.gov NOTICE AGENDA ITEM #6. o) DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT SIGNATURES: Martin Pastucha, Administrator Public Works, Chair Date Anjela Barton, Fire Marshal Renton Regional Fire Authority Date Kelly Beymer, Administrator Community Services Department Date Chip Vincent, Administrator Date Community and Economic Development ENVIRONMENTAL (SEPA) DETERMINATION OF NON-SIGNIFICANCE (DNS) PROJECT NUMBER: PR21-000001/LUA21-000116, ECF APPLICANT: Ann Fowler, City of Renton / 1055 S Grady Way, Renton, WA 98057 / afowler@rentonwa.gov PROJECT NAME: Long Range Wastewater Management Plan Environmental Review PROJECT DESCRIPTION: The applicant, the City of Renton Public Works Department, is requesting SEPA Environmental Review for the City of Renton 2021 Long Range Wastewater Management Plan. The subject plan will reviewed as a non-project action, as defined by Section 197-11-774 in the Washington Administrative Code. The plan primarily serves as an update to the City of Renton’s 2010 Long Range Wastewater Management Plan and was developed collaboratively by City staff and Carollo Engineers, Inc. (Carollo), including ADS Environmental Services LLC as part of the Carollo team. The plan addresses policies, criteria, assumptions, and recommendations regarding the Wastewater Management of the City’s planning area with consideration to population growth and increased demands on the sewer utility. The plan will be used as a guide in maintaining and improving the water system in the short -term over the next 10 years. It also provides a planning framework for the 20-year, long-term planning horizon. The primary purpose of this plan is to identify capacity deficiencies in the wastewater collection system, develop feasible alternatives to correct these deficiencies, and plan the infrastructure that will serve future development by addressing facility reliability, public health, groundwater and environmental protection, operation and maintenance, and financing issues. Maintaining a current Plan is required to meet the regulations of the Washington State Department of Health (DOH) and the requirements of the Washington State Growth Management Act. The plan also contains estimated timeframes, which are the intended framework for future funding decisions. The applicant submitted an Environmental (SEPA) Checklist with the application. PROJECT LOCATION: Citywide LEAD AGENCY: City of Renton Environmental Review Committee Department of Community & Economic Development The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). This Determination of Non-Significance is issued under WAC 197-11-340. Because other agencies of jurisdiction may be involved, the lead agency will not act on this proposal for fourteen (14) days. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on July 1, 2021. Due to Governor Jay Inslee’s Proclamation 20-25 (“Stay Home, Stay Healthy”), the City Clerk’s Office is working remotely. For that reason, appeals must be submitted electronically to the City Clerk at cityclerk@rentonwa.gov. The appeal fee, normally due at the time an appeal is submitted, will be collected at a future date. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and additional information regarding the appeal process may be obtained from the City Clerk’s DocuSign Envelope ID: F3AF94AC-B4FB-4986-A7DB-8D55B0D43273 6/17/2021 | 2:16 PM PDT 6/17/2021 | 10:54 AM PDT6/17/2021 | 10:45 AM PDT AGENDA ITEM #6. o) DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Office, cityclerk@rentonwa.gov. If the situation changes such that the City Clerk’s Office is open when you file your appeal, you have the option of filing the appeal in person. DATE OF DECISION: June 17, 2021 DocuSign Envelope ID: F3AF94AC-B4FB-4986-A7DB-8D55B0D43273 AGENDA ITEM #6. o) Filename.ppt/1Long Range Wastewater Management PlanFinal July 2022 September 2022 AGENDA ITEM #6. o) Filename.ppt/2// Plan Overview •Goals: Update plan and include recent studies. Maintain level of service while planning for redevelopment. Meet the requirements of the Washington Administrative Code (WAC) 173-240-050. Meet the requirements of Washington Growth Management Act (GMA). 2AGENDA ITEM #6. o) Filename.ppt/3//Plan Overview 3 Plan Chapters Chapter 1 Introduction Chapter 2 Overview of Existing Sewer System Chapter 3 Operational Policies and Criteria Chapter 4 Planning Considerations Chapter 5 System Analysis and Results Chapter 6 Replacement and Rehabilitation Program Chapter 7 Operations and Maintenance Chapter 8 Capital Improvement Program Chapter 9 Financial Analysis AGENDA ITEM #6. o) Filename.ppt/4// City’s Wastewater System 4 •System Components 20 Lift Stations 247 miles of gravity mains 5 miles of force mains Over 6,700 manholes •Over 79 interceptor connections to King County AGENDA ITEM #6. o) Filename.ppt/5//Planning Considerations 5 •Planning Area and Policies 1.Customer Service 2.Planning Objective 3.Service Area and Extension 4.Financial 5.Facility 6.Operations AGENDA ITEM #6. o) Filename.ppt/6//Planning Area Policies Recommendations 6 3. Service Area and Extension The city has robust policies and criteria to aid in providing adequate, reliable sanitary sewer service at a minimum cost to the customer. Updates to the RMC with regards to On-site Sewage System (OSS) to be consistent with the KC Health Department. Update the RMC to allow developments the opportunity to connect to public sewers in areas annexing the city or in the city’s PAA. Currently the code states the city will only provide sewer services outside the city limits under certain conditions. Continue its regular review of policies and criteria to keep pace with changing system and development conditions.AGENDA ITEM #6. o) Filename.ppt/77 //Management, Operation, and Maintenance AGENDA ITEM #6. o) Filename.ppt/8//Management, Operation, and Maintenance •Recommendations: Purchase dedicated tools and equipment for the department’s crews, which are currently shared with other city agencies. Acquisition of equipment for collection system maintenance. 8AGENDA ITEM #6. o) Filename.ppt/9//Wastewater Flow Projections •Consistent with city’s Comprehensive Plan 9AGENDA ITEM #6. o) Filename.ppt/10//Wastewater Flow Projections 10 - 20,000 40,000 60,000 80,000 100,000 120,000 2010 2015 2020 2025 2030 2035 2040 2045Population EstimateYear Demographic Projections Single Family Multi Family Employment Schools AGENDA ITEM #6. o) Filename.ppt/11//Wastewater System Analysis •Update hydraulic model of Sewer System •Calibrate model based on temporary Flow Monitoring Program •Lift Station Capacity Analysis •Collection System Capacity Analysis •System Recommendations 11AGENDA ITEM #6. o) Filename.ppt/12// Capital Improvement Plan •Recommendations for System Improvements Lift Stations and Force Main Rehabilitation or Replacement Telemetry Upgrade Devils Elbow LS area Study Kennydale Lake Line Sewer Upgrade and Renewal Sewer Main Replacement/Rehabilitation Sewer Capacity Improvements Flow monitoring Program I/I Evaluation Program 12AGENDA ITEM #6. o) Filename.ppt/13// Capital Improvement Plan •General/Compliance Projects Wastewater Operations Master Plan Long Range Wastewater Management Plan Sanitary Sewer Hydraulic Model Update Miscellaneous/Emergency Projects 13AGENDA ITEM #6. o) Filename.ppt/14//Capital Improvement Plan 14AGENDA ITEM #6. o) Filename.ppt/15//Practices to Support Sustainability/Equity/Social Justice Current Practices •Affordable Rates and Reduced Rates for Low-Income Senior Citizens •Website for Water Quality with Information in Multiple Languages •Access to Language Line Interpreters Going Forward •Review policies and programs through the Renton Equity Lens Process to ensure inclusion and eliminate any inequities. •Capital Projects will be designed and constructed utilizing tools to reduce/minimize Greenhouse Gas emissions and impacts to the environment and community. 15AGENDA ITEM #6. o) Filename.ppt/16//Financial Summary •Cursory evaluation to show city’s ability to finance CIP projects based on historical rates and operations. 16 •Short-Term annual spending will drawdown the City’s reserve of $1.5 Million •By 2025, reserve fund will begin to build-up again  no long-term impact expected AGENDA ITEM #6. o) Filename.ppt/17//Long Range Wastewater Management Plan Adoption •Completed in March 2021 -Draft Plan Review by Adjacent Communities, Department of Ecology and King County UTRC •Proposed September 12, 2022 -Final Plan for City Council referral to Utilities Committee •Proposed September 19 -Utilities Committee for recommendation •Proposed September 19, 2022 -Final Plan for City Council Adoption by resolution •September 2022 after City Council Approval -Submit Final Plan to Department of Ecology and King County for Final approval 17AGENDA ITEM #6. o) AB - 3188 City Council Regular Meeting - 12 Sep 2022 SUBJECT/TITLE: Agreement with Washington State Department of Commerce for the Connecting Housing to Infrastructure Program (CHIP) using ARPA Funds for the Sunset Gardens Project RECOMMENDED ACTION: Refer to Finance Committee DEPARTMENT: Public Works Utility Systems Division STAFF CONTACT: Katie Nolan, Water Utility Engineer EXT.: 7335 FISCAL IMPACT SUMMARY: On February 23, 2022, the Department of Commerce awarded $1,472,037 of grant funds to the City of Renton for the design and construction of water infrastructure improvements for the Sunset Gardens affordable housing development. There is no requirement for the city to provide matching funds for the grant. The 2021 Washington State Legislature created the Connecting Housing to Infrastructure (CHIP) grant program to facilitate the development of affordable housing construction. For infrastructure improvements, funds are from the state’s allocation of Coronavirus State and Local Fiscal Recovery Funds (SLFRF) from the federal American Rescue Plan Act (ARPA) stimulus funding provided by the U.S. Department of Treasury. SUMMARY OF ACTION: Renton Housing Authority (RHA) is constructing the Sunset Gardens project, a 76 -unit affordable housing development located at NE 10th Street and Jefferson Avenue in the Renton Highlands area. Off -site water main improvements are needed to provide water capacity for fire protection and for domestic uses. The existing water mains in the vicinity of the project are old and undersized cast -iron pipes and cannot provide the fire flow demand for the multi-family affordable housing development. The grant funds will be used to reimburse the city for the cost of the design and construction of the off -site water main improvements, consisting of approximately 1,400 feet of 12-inch ductile iron pipe, 5 new fire hydrants, 4 connections to the existing water system, and the restoration of asphalt roadways. EXHIBITS: A. Grant Award Letter B. Grant Agreement - Connecting Housing to Infrastructure Program (CHIP) using ARPA Funds STAFF RECOMMENDATION: Authorize the Mayor and City Clerk to execute the grant agreement with the Department of Commerce for the Connecting Housing to Infrastructure Program (CHIP) using ARPA Funds for the Sunset Gardens Project. AGENDA ITEM #6. p) STATE OF WASHINGTON DEPARTMENT OF COMMERCE 1011 Plum Street SE  PO Box 42525  Olympia, Washington 98504-2525  (360) 725-4000 www.commerce.wa.gov February 23, 2022 City of Renton 1055 South Grady Way Renton, WA 98057 Delivered via Email to Katie Nolan: knolan@rentonwa.gov RE: Connecting Housing to Infrastructure (CHIP) Grant Dear CHIP recipient: I am pleased to inform you that City of Renton has been awarded $1,768,137 in grant funds from the Connecting Housing to Infrastructure (CHIP) grant program for the Sunset Gardens project. The 2021 Legislature created this grant program to facilitate the development of affordable housing construction. Funding for this program is provided from two accounts:  For waived system development charges, funds are from the State Building Construction Account, and your grant will be governed by state building construction account rules. Projects funded with State Building Construction Account funds (state) may only be used to cover eligible costs incurred during the period of May 18, 2021, thru June 30, 2023, subject to re-appropriation by the Legislature. If re-appropriated, the project must be completed and invoiced by June 30, 2025.  For infrastructure improvements, funds are from the state’s allocation of Coronavirus State and Local Fiscal Recovery Funds (SLFRF) from the federal American Rescue Plan Act (ARPA) stimulus funding provided by the U.S. Department of the Treasury (US Treasury).1 Your grant is a sub-award of the state’s allocation for the SLFRF funds it received directly from the U.S. Treasury. All grants must adhere to any and all compliance and reporting requirements for the use and expenditure of SLFRF funds.2 Projects funded with Coronavirus State and Local Fiscal Recovery Funds (federal) may only be used to cover eligible costs incurred during the period of March 3, 2021, thru December 31, 2026, subject to re-appropriation by the Legislature, and must be obligated by December 30, 2024. This grant will be administered by the Washington Department of Commerce, Growth Management Services (GMS) unit. Before we disburse the funds, a contract with an agreed upon scope of work and budget will need to be executed between your organization and the Department of Commerce. 1 The federal funds are available under Section 602 Coronavirus State Fiscal Recovery Funds of Title VI of the Social Security Act, as added by ARPA of 2021, Title IX, Subtitle M, Section 9901. The unique 5-digit federal assistance number assigned to the SLFRF funds on SAM.gov is Assistance Listing Number (ALN) 21.027, formerly known as a CFDA number. 2 Compliance and Reporting Guidance for State and Local Fiscal Recovery Funds dated November 5, 2021 AGENDA ITEM #6. p) All pre-contracting requirements must be met prior to executing a contract and before drawing down any grant funds. If not already provided, these may include:  Proof of site control.  Documentation of consultation with Department of Archeology and Historic Preservation (DAHP) and affected tribes has been completed and there is a plan for preservation of archeological, historical and cultural resources (EO 21-02).  For requests for system development charges or fees, documentation of charges/fees waived by the city or a letter of commitment from the city that the fees will be waived and the timeframe for such waiver.  For requests for utility improvement funding, a project schedule showing affordable housing development be able to begin construction within 24 months of the grant award.  Commitment of other funds.  Documentation of a program that will monitor affordability of units for a minimum of 25 years.  Securitization (covenant and/or note and deed of trust for affordable housing units).  If applicable, state prevailing wages and documentation or attestation of strong labor standards.  Risk assessment survey, if requested.  Proof of insurance coverage, if requested by Commerce.  Any documents needed to respond to new federal guidance. Once all pre-contracting requirements have been met, a contract will be prepared and sent to the applicant for signature. The authorized representative will need to sign the contract and then return a scanned pdf copy to the Commerce project manager. Then the project manager will route the contract for Commerce’s signature. It generally takes two to four weeks to fully execute a contract. Once executed by Commerce, a fully executed copy will be scanned and a pdf copy emailed to the jurisdiction and the grantee will have access to their funds. This is a reimbursement-style grant, meaning no advance payments under any circumstances, reimbursable costs are those that a grantee has already incurred. Eric Guida from our GMS housing programs will be in touch with you to develop the contract(s) and answer any questions you may have. His email is eric.guida@commerce.wa.gov, and his phone number is 360.725.3044. Sincerely, Dave Andersen, AICP Managing Director Growth Management Services cc: Armondo Pavone, Mayor, City of Renton Katie Nolan, Water Utility Engineer Eric Guida, Senior Planner, Growth Management Services Anne Fritzel, AICP, Housing Programs Manager, Growth Management Services AGENDA ITEM #6. p) AGENDA ITEM #6. p) Capital Agreement with City of Renton Through Connecting Housing to Infrastructure Program (CHIP) - America Rescue Plan Act (ARPA) State and Local Fiscal Recovery Funds Purpose: To assist with the development of affordable housing by paying for infrastructure costs related to the Sunset Gardens project. Start date: July 1, 2021 AGENDA ITEM #6. p) THIS PAGE INTENTIONALLY LEFT BLANK AGENDA ITEM #6. p) TABLE OF CONTENTS ii Face Sheet ………………………………………………………………………………………iv Declarations .................................................................................................................... 1 Special Terms and Conditions ........................................................................................ 2 1. Authority .................................................................................................. 2 2. Acknowledgement of Federal Funding ..................................................... 2 3. Grant Management .................................................................................. 2 4. Period of Performance, Costs Incurred, Reimbursement ......................... 2 5. Compensation .......................................................................................... 2 6. Basis for Establishing Real Property Values for Acquisitions of Real Property Performance Measures ............................................................. 3 7. Expenses ................................................................................................. 3 8. Indirect Cost ............................................................................................. 3 9. Billing Procedures and Payment .............................................................. 3 10. Subcontractor Data Collection………………………………………………...4 11. Historical or Cultural Resources, Human Remains ................................... 4 12. Audit ........................................................................................................ 4 13. Debarment ............................................................................................... 5 14. Insurance ................................................................................................. 5 15. Compliance with Applicable Law and Regulations ................................... 7 16. Federal Exclusion .................................................................................... 8 17. Registration with the System for Award Management (SAM) .................. 8 18. Reduction In Funds .................................................................................. 8 19. Ownership of Project/Capital Facilities ..................................................... 8 20. Change of Ownership or Use for Grantee-Owned Property ..................... 8 21. Change of Use for Leased Property Performance Measure ..................... 9 22. Termination for Fraud or Misrepresentation ............................................. 9 23. Order of Precedence ................................................................................ 9 General Terms and Conditions ..................................................................................... 10 1. Definitions .............................................................................................. 10 2. Administrative Cost Allocation ................................................................ 10 3. Allowable Costs ..................................................................................... 10 4. All Writings Contained Herein ................................................................ 10 5. Amendments .......................................................................................... 10 6. Americans with Disabilities Act (ADA) .................................................... 10 7. Approval ................................................................................................ 10 8. Assignment ............................................................................................ 11 9. Attorney’s Fees ...................................................................................... 11 10. Audit ...................................................................................................... 11 11. Certification Regarding Debarment, Suspension or Ineligibility or Ineligibility and Voluntary Exclusion ....................................................... 11 12. Code Requirements ............................................................................... 12 13. Confidentiality/Safeguarding of Information ............................................ 12 14. Conformance ......................................................................................... 12 15. Conflict of Interest .................................................................................. 13 16. Copyright Provisions .............................................................................. 13 17. Disallowed Costs ................................................................................... 13 AGENDA ITEM #6. p) 18. Disputes ................................................................................................. 14 19. Duplicate Payment ................................................................................. 14 20. Governing Law and Venue ..................................................................... 14 21. Indemnification ....................................................................................... 14 22. Independent Capacity of the Grantee ..................................................... 15 23. Industrial Insurance Coverage ............................................................... 15 24. Laws ...................................................................................................... 15 25. Licensing, Accreditation and Registration .............................................. 15 26. Limitation of Authority ............................................................................ 15 27. Noncompliance With Nondiscrimination Laws ........................................ 15 28. Pay Equity.............................................................................................. 15 29. Political Activities ................................................................................... 16 30. Prevailing Wage Law ............................................................................. 16 31. Procurement Standards for Federally Funded Programs ....................... 16 32. Prohibition Against Payment of Bonus or Commission ........................... 17 33. Publicity ................................................................................................. 17 34. Recapture .............................................................................................. 17 35. Records Maintenance ............................................................................ 17 36. Registration with Department of Revenue .............................................. 17 37. Right of Inspection ................................................................................. 18 38. Savings .................................................................................................. 18 39. Severability ............................................................................................ 18 40. Subcontracting ....................................................................................... 18 41. Survival .................................................................................................. 18 42. Taxes ..................................................................................................... 18 43. Termination for Cause ........................................................................... 18 44. Termination for Convenience ................................................................. 19 45. Termination Procedures ......................................................................... 19 46. Treatment of Assets ............................................................................... 20 47. Waiver ................................................................................................... 20 48. Work Hours and Safety Standards ......................................................... 20 Attachment A- Scope of Work ....................................................................................... 21 Attachment B- Certification of the Availability of Funds to Complete the Project ........... 23 Attachment C- Certification of the Payment and Reporting of Prevailing Wages ........... 25 AGENDA ITEM #6. p) Contract Number: 22-96720-204 Washington State Department of Commerce Local Government Division Growth Management Unit CHIP Program, ARPA State and Local Fiscal Recovery Funds Grant 1. Grantee 2. Project Name and Address City of Renton 1055 South Grady Way Renton, WA 98057 Sunset Gardens 2900 NE 10th St. Renton, WA 98056 3. Grantee Representative 4. COMMERCE Representative Katie Nolan Water Utility Engineer 425.757.7719 knolan@rentonwa.gov Eric Guida Senior Planner 360.725.3044 eric.guida@commerce.wa.gov PO Box 42525 1011 Plum Street SE Olympia, WA 98504-2525 5. Grant Amount 6. Funding Source 7. Start Date 8. End Date $1,472,037 Federal: State: Other: N/A: July 1, 2021 June 30,2023 9. Federal Funds (as applicable) $1,472,037 Federal Agency US Dept. Treasury ALN (CFDA #): Indirect Rate: 21.027 N/A 10. SWV # 11. UBI # 12. DUNS # 13. UNIQUE ENTITY ID # SWV0012200-11 177-000-094 092278894 UG2PSBS6UJJ3 14. Grant Purpose To assist with the development of affordable housing by paying for infrastructure costs related to the Sunset Gardens project, as referenced in Attachment A – Scope of Work. COMMERCE, defined as the Department of Commerce and Grantee acknowledge and accept the terms of this Grant and attachments and have executed this Grant on the date below to start as of the date and year referenced above. The rights and obligations of both parties to this Grant are governed by this Grant and the following other documents incorporated by reference: Grantee Terms and Conditions including Attachment “A” – Scope of Work, Attachment “B” – Certification of Availability of Funds to Complete the Project, Attachment “C” – Certification of the Payment and Reporting of Prevailing Wages, Attachment “D” – Certification of Intent to Enter LEED Process (if applicable). FOR GRANTEE FOR COMMERCE Armondo Pavone, Mayor Date APPROVED AS TO FORM ONLY _________________________________ Name Date Mark K. Barkley, Assistant Director, Local Government Division Date APPROVED AS TO FORM ONLY _______________________________________ Sandra Adix Assistant Attorney General March 31, 2022 Date AGENDA ITEM #6. p) DECLARATIONS CLIENT INFORMATION GRANTEE Name: City of Renton Grant Number: 22-96720-204 PROJECT INFORMATION Project Name Sunset Gardens Project City: Renton Project State: Washington Project Zip Code: 98056 GRANT INFORMATION Grant Amount: $1,472,037 Appropriation Number: 2021 Capital Budget SSB 1080, Section 1074, and 2022 Capital Budget SSB 5051, Section 1032 Re-appropriation Number (if applicable): Grant End Date: June 30, 2023, if funds are not re-appropriated. Grant End Date may be extended contingent on reappropriation Biennium: 2021-2023 Biennium Close Date: June 30, 2023 Earliest Date for Reimbursement: March 3, 2021 Time of Performance: In accordance with Special Terms and Conditions Number 4 FUNDING INFORMATION Federal Funding: Sec. 602 Coronavirus State Fiscal Recovery Funds of Title VI of Social Security Act as added by American Rescue Plan Act of 2021 (ARPA or “Act”), Title IX, Subtitle M, Sec. 9901, Public Law 117–2, codified at 42 U.S.C. 802 et seq. Federal Award Agency: US Department of Treasury Amount of Federal Funds Obligated by this Action: $1,472,037 ADDITIONAL SPECIAL TERMS AND CONDITIONS GOVERNING THIS AGREEMENT Extension of Grant Upon Reappropriation. Notwithstanding General Term and Condition No. 4, the End Date of this Grant may be extended upon written notice to Grantee from Commerce for a period of time consistent with the effective date of any re-appropriation of funds, and/or with terms reflecting new Federal requirements for ARPA funds, if any. In Commerce’s sole discretion, after review of any funding re-appropriation terms and applicable Federal law or guidance, a contract amendment in accordance with General Term and Condition No. 4 may be required to extend the End Date. Last revision 11/23/2021 AGENDA ITEM #6. p) SPECIAL TERMS AND CONDITIONS CAPITAL FEDERAL FUNDS 2 1. AUTHORITY Funding for this Grant has been provided in the 2021-2023 biennial state Capital Budget, SSB 1080, pursuant to Federal grants to Washington State under the American Rescue Plan Act of 2021 (ARPA or “Act”), sec. 9901, Public Law 117–2, codified at 42 U.S.C. 802 et seq. The parties anticipate that funding under this Grant that is unexpended in the 2021-23 state biennium may be re-appropriated in future biennia, subject to Federal requirements. 2. ACKNOWLEDGEMENT OF FEDERAL FUNDING Federal Award Identification Number (FAIN): SLRF0002 Total amount of the federal award: $1,472,037 Federal Awarding Agency: US Department of Treasury Research & Development (R&D): award will not be used for R&D The Grantee agrees that any publications (written, visual, or sound) but excluding press releases, newsletters, and issue analyses, issued by the Grantee describing programs or projects funded in whole or in part with federal funds under this Grant, shall contain the following statements: “This project was supported by grant awarded by the US Department of the Treasury. Points of view in this document are those of the author and do not necessarily represent the official position or policies of the US Department of the Treasury. Grant funds are administered by the America Rescue Plan Act, State and Local Fiscal Recovery Funds, Washington State Department of Commerce.” 3. GRANT MANAGEMENT The Representative for each of the parties shall be responsible for and shall be the contact person for all communications and billings regarding the performance of this Grant. The Representative for COMMERCE and their contact information are identified on the Face Sheet of this Grant. The Representative for the Grantee and their contact information are identified on the Face Sheet of this Grant. 4. PERIOD OF PERFORMANCE, COSTS INCURRED, REIMBURSEMENT a) Period of Performance, The initial period of performance for this award begins on the date hereof and ends on June 30, 2023. If unexpended funds under this Grant are re-appropriated, the period of performance (Contract End Date) will be extended to not later than October 30, 2026. b) Costs Incurred Period. As set forth in Treasury’s implementing regulations, Grantee may use funds awarded under ARPA to cover eligible costs incurred during the period that begins on March 3, 2021, and ends on December 31, 2024. Pursuant to Federal rules, a cost shall be considered to have been incurred if the Grantee has incurred an obligation with respect to such cost by December 31, 2024. All change orders for which reimbursement is requested must be executed on or before December 31, 2024, c) Reimbursement Period. All requests for reimbursement of eligible costs incurred between March 3, 2021 and December 31, 2024 payable from ARPA funds must be submitted to COMMERCE by the earlier of October 30, 2026 or 30 days prior to the Contract End Date. 5. COMPENSATION COMMERCE shall pay an amount not to exceed the total contract amount listed on the contract Face Sheet for the performance of all things necessary for or incidental to the performance of work as set forth in the Scope of Work. AGENDA ITEM #6. p) SPECIAL TERMS AND CONDITIONS CAPITAL FEDERAL FUNDS 3 6. BASIS FOR ESTABLISHING REAL PROPERTY VALUES FOR ACQUISITIONS OF REAL PROPERTY PERFORMANCE MEASURES When the grant is used to fund the acquisition of real property, the value of the real property eligible for reimbursement under this grant shall be established as follows: A. GRANTEE purchases of real property from an independent third-party seller shall be evidenced by a current appraisal prepared by a licensed Washington State commercial real estate appraiser, or a current property tax statement. B. GRANTEE purchases of real property from a subsidiary organization, such as an affiliated LLC, shall be evidenced by a current appraisal prepared by a licensed Washington State commercial real estate appraiser or the prior purchase price of the property plus holding costs, whichever is less. 7. EXPENSES Grantee shall receive reimbursement for travel and other expenses as identified below or as authorized in advance by COMMERCE as reimbursable. The maximum amount to be paid to the Grantee for authorized expenses shall not exceed the total contract amount listed on the contract Face Sheet. Such expenses may include airfare (economy or coach class only), other transportation expenses, and lodging and subsistence necessary during periods of required travel. Grantee shall receive compensation for travel expenses at current state travel reimbursement rates. 8. INDIRECT COSTS Grantee shall provide their indirect cost rate that has been negotiated between their entity and the federal government as set forth on the Face Sheet, Sec. 9. If no such rate exists a de Minimis indirect cost rate of 10% of modified total direct costs (MTDC) will be used. 9. BILLING PROCEDURES AND PAYMENT COMMERCE shall reimburse the GRANTEE for eligible Project expenditures, up to the maximum payable under this Grant Agreement. When requesting reimbursement for expenditures made, the GRANTEE shall submit to COMMERCE a signed and completed Invoice Voucher (Form A-19), that documents capitalized Project activity performed for the billing period. The GRANTEE can submit all Invoice Vouchers and any required documentation electronically through COMMERCE’s Grants Management System (CMS), which is available through the Secure Access Washington (SAW) portal. The invoices shall describe and document, to COMMERCE's satisfaction, a description of the work performed, the progress of the project, and fees. The invoice shall include the Grant Number listed on the contract Face Sheet. If expenses are invoiced, provide a detailed breakdown of each type. A receipt must accompany any single expenses in the amount of $50.00 or more in order to receive reimbursement. The voucher must be certified (signed) by an official of the GRANTEE with authority to bind the GRANTEE. The final voucher shall be submitted to COMMERCE within sixty (60) days following the completion of work or other termination of this Grant Agreement, or if work is not completed or Grant terminated, within fifteen (15) days following the end of the state biennium unless Grant Agreement funds are reappropriated by the Legislature in accordance with Additional Special Terms and Conditions set forth in the Declarations page above. Each request for payment must be accompanied by a Project Status Report, which describes, in narrative form, the progress made on the Project since the last invoice was submitted, as well as a report of Project status to date. COMMERCE will not release payment for any reimbursement request received unless and until the Project Status Report is received. After approving the Invoice Voucher and Project Status Report, COMMERCE shall promptly remit a warrant to the GRANTEE. COMMERCE will pay GRANTEE upon acceptance of services provided and receipt of properly completed invoices, which shall be submitted to the Representative for COMMERCE not more often than monthly. AGENDA ITEM #6. p) SPECIAL TERMS AND CONDITIONS CAPITAL FEDERAL FUNDS 4 Payment shall be considered timely if made by COMMERCE within thirty (30) calendar days after receipt of properly completed invoices. Payment shall be sent to the address designated by the Grantee. COMMERCE may, in its sole discretion, terminate the Grant or withhold payments claimed by the Grantee for services rendered if the Grantee fails to satisfactorily comply with any term or condition of this Grant. No payments in advance or in anticipation of services or supplies to be provided under this Agreement shall be made by COMMERCE. Invoices and End of Fiscal Year Invoices are due on the 20th of the month following the provision of services. Final invoices for a state fiscal year may be due sooner than the 20th and Commerce will provide notification of the end of fiscal year due date. The grantee must invoice for all expenses from the beginning of the contract through June 30, regardless of the contract start and end date. Duplication of Billed Costs The Grantee shall not bill COMMERCE for services performed under this Agreement, and COMMERCE shall not pay the Grantee, if the Grantee is entitled to payment or has been or will be paid by any other source, including grants, for that service. Disallowed Costs The Grantee is responsible for any audit exceptions or disallowed costs incurred by its own organization or that of its subcontractors. Withholding At its sole discretion, COMMERCE may withhold ten percent (10%) from each payment until acceptance by COMMERCE of the final report (or completion of the project, etc.). 10. SUBCONTRACTOR DATA COLLECTION Grantee will submit reports, in a form and format to be provided by Commerce and at intervals as agreed by the parties, regarding work under this Grant performed by subcontractors and the portion of Grant funds expended for work performed by subcontractors, including but not necessarily limited to minority-owned, woman-owned, and veteran-owned business subcontractors. “Subcontractors” shall mean subcontractors of any tier. 11. HISTORICAL OR CULTURAL RESOURCES, HUMAN REMAINS Certain capital construction projects may be subject to the requirements of Washington State Executive Order 21-02 "Archaeological and Cultural Resources”. Grantee will cooperate with Commerce as may be required, to fulfill the requirements of EO-21-02. In the event that historical or cultural artifacts are discovered at the Project site during construction or rehabilitation, the Grantee or subcontractor shall immediately stop work and notify the local historical preservation officer and the state historic preservation officer at the Department of Archaeology and Historic Preservation at (360) 586-3065. If human remains are discovered, the Grantee shall immediately stop work and report the presence and location of the remains to the coroner and local enforcement, then contact DAHP and any concerned tribe’s cultural staff or committee. 12. AUDIT If the Grantee is a subrecipient and expends $750,000 or more in federal awards from any and/or all sources in any fiscal year, the Grantee shall procure and pay for a single audit or a program-specific audit for that fiscal year. Upon completion of each audit, the Grantee shall: A. Submit to COMMERCE the reporting package specified in OMB Super Circular 2 CFR 200.501, reports required by the program-specific audit guide (if applicable), and a copy of any management letters issued by the auditor. AGENDA ITEM #6. p) SPECIAL TERMS AND CONDITIONS CAPITAL FEDERAL FUNDS 5 B. Submit to COMMERCE follow-up and developed corrective action plans for all audit findings. If the Grantee is a subrecipient and expends less than $750,000 in federal awards from any and/or all sources in any fiscal year, the Grantee shall notify COMMERCE they did not meet the single audit requirement. The Grantee shall send all single audit documentation to auditreview@commerce.wa.gov. 13. DEBARMENT A. Grantee, defined as the primary participant and it principals, certifies by signing these General Terms and Conditions that to the best of its knowledge and belief that they: i. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency. ii. Have not within a three-year period preceding this Grant, been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public or private agreement or transaction, violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, tax evasion, receiving stolen property, making false claims, or obstruction of justice; iii. Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State, or local) with commission of any of the offenses enumerated in paragraph (1)(b) of federal Executive Order 12549; and iv. Have not within a three-year period preceding the signing of this Grant had one or more public transactions (Federal, State, or local) terminated for cause of default. B. Where the Grantee is unable to certify to any of the statements in this Grant, the Grantee shall attach an explanation to this Grant. C. The Grantee agrees by signing this Grant that it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by COMMERCE. D. The Grantee further agrees by signing this Grant that it will include the clause titled “Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction,” as follows, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions: LOWER TIER COVERED TRANSACTIONS i. The lower tier Grantee certifies, by signing this Grant that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. ii. Where the lower tier Grantee is unable to certify to any of the statements in this Grant, such contractor shall attach an explanation to this Grant. The terms covered transaction, debarred, suspended, ineligible, lower tier covered transaction, person, primary covered transaction, principal, and voluntarily excluded, as used in this section, have the meanings set out in the Definitions and Coverage sections of the rules implementing Executive Order 12549. You may contact COMMERCE for assistance in obtaining a copy of these regulations. 14. INSURANCE The Grantee shall provide insurance coverage as set out in this section. The intent of the required insurance is to protect the State should there be any claims, suits, actions, costs, damages or expenses arising from any loss, or negligent or intentional act or omission of the Grantee or Subcontractor, or agents of either, while performing under the terms of this contract. Failure to maintain the required insurance coverage may result in termination of this Grant. AGENDA ITEM #6. p) SPECIAL TERMS AND CONDITIONS CAPITAL FEDERAL FUNDS 6 The insurance required shall be issued by an insurance company authorized to do business within the state of Washington. Except for Professional Liability or Errors and Omissions Insurance, the insurance shall name the state of Washington, its agents, officers, and employees as additional insureds under the insurance policy. All policies shall be primary to any other valid and collectable insurance. The Grantee shall instruct the insurers to give COMMERCE thirty (30) calendar days advance notice of any insurance cancellation, non-renewal or modification. The Grantee shall submit to COMMERCE within fifteen (15) calendar days of a written request by COMMERCE, a certificate of insurance which outlines the coverage and limits defined in this insurance section. During the term of the Grant, if required or requested, the Grantee shall submit renewal certificates not less than thirty (30) calendar days prior to expiration of each policy required under this section. The Grantee shall provide, at COMMERCE’s request, copies of insurance instruments or certifications from the insurance issuing agency. The copies or certifications shall show the insurance coverage, the designated beneficiary who is covered, the amounts, the period of coverage, and that COMMERCE will be provided thirty (30) days advance written notice of cancellation. The Grantee shall provide insurance coverage that shall be maintained in full force and effect during the term of this Grant, as follows: Commercial General Liability Insurance Policy. Provide a Commercial General Liability Insurance Policy, including contractual liability, written on an occurrence basis, in adequate quantity to protect against legal liability arising out of contract activity but no less than $1,000,000 per occurrence. Additionally, the Grantee is responsible for ensuring that any Subcontractors provide adequate insurance coverage for the activities arising out of subcontracts. Automobile Liability. In the event that performance pursuant to this Grant involves the use of vehicles, owned or operated by the Grantee or its Subcontractor, automobile liability insurance shall be required. The minimum limit for automobile liability is $1,000,000 per occurrence, using a Combined Single Limit for bodily injury and property damage. Professional Liability, Errors and Omissions Insurance. The Grantee shall maintain Professional Liability or Errors and Omissions Insurance. The Grantee shall maintain minimum limits of no less than $1,000,000 per occurrence to cover all activities by the Grantee and licensed staff employed or under contract to the Grantee. The state of Washington, its agents, officers, and employees need not be named as additional insureds under this policy. Fidelity Insurance. Every officer, director, employee, or agent who is authorized to act on behalf of the Grantee for the purpose of receiving or depositing funds into program accounts or issuing financial documents, checks, or other instruments of payment for program costs shall be insured to provide protection against loss: A. The amount of fidelity coverage secured pursuant to this Grant shall be $100,000 or the highest of planned reimbursement for the Grant period, whichever is lowest. Fidelity insurance secured pursuant to this paragraph shall name COMMERCE as beneficiary. B. Subcontractors that receive $10,000 or more per year in funding through this Grant shall secure fidelity insurance as noted above. Fidelity insurance secured by Subcontractors pursuant to this paragraph shall name the Grantee as beneficiary. GRANTEES and Local Governments that Participate in a Self-Insurance Program. Self-Insured/Liability Pool or Self-Insured Risk Management Program – With prior approval from COMMERCE, the Grantee may provide the coverage above under a self-insured/liability pool or self- insured risk management program. In order to obtain permission from COMMERCE, the Grantee shall provide: (1) a description of its self-insurance program, and (2) a certificate and/or letter of coverage that outlines coverage limits and deductibles. All self-insured risk management programs or self- insured/liability pool financial reports must comply with Generally Accepted Accounting Principles (GAAP) and adhere to accounting standards promulgated by: 1) Governmental Accounting Standards Board (GASB), 2) Financial Accounting Standards Board (FASB), and 3) the Washington State Auditor’s annual instructions for financial reporting. Grantee’s participating in joint risk pools shall AGENDA ITEM #6. p) SPECIAL TERMS AND CONDITIONS CAPITAL FEDERAL FUNDS 7 maintain sufficient documentation to support the aggregate claim liability information reported on the balance sheet. The state of Washington, its agents, and employees need not be named as additional insured under a self-insured property/liability pool, if the pool is prohibited from naming third parties as additional insured. Annually Grantee shall provide upon written request by COMMERCE a summary of coverages and a letter of self-insurance, evidencing continued coverage under Grantee’s self-insured/liability pool or self-insured risk management program. Such annual summary of coverage and letter of self-insurance will be provided on the anniversary of the start date of this Agreement. 15. COMPLIANCE WITH APPLICABLE LAW AND REGULATIONS A. Grantee agrees to comply with the requirements of section 603 of the Act, regulations adopted by Treasury pursuant to section 603(f) of the Act, and guidance issued by Treasury regarding the foregoing. Grantee also agrees to comply with all other applicable federal statutes, regulations, and executive orders, and Grantee shall provide for such compliance by other parties in any agreements it enters into with other parties relating to this award. B. Federal regulations applicable to this award include, but are not necessarily limited to the following: i. Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards, 2 C.F.R. Part 200, other than such provisions as Treasury may determine are inapplicable to this Award and subject to such exceptions as may be otherwise provided by Treasury. Subpart F – Audit Requirements of the Uniform Guidance, implementing the Single Audit Act, shall apply to this award. ii. Universal Identifier and System for Award Management (SAM), 2 C.F.R. Part 25, pursuant to which the award term set forth in Appendix A to 2 C.F.R. Part 25 is hereby incorporated by reference. iii. Reporting Subaward and Executive Compensation Information, 2 C.F.R. Part 170, pursuant to which the award term set forth in Appendix A to 2 C.F.R. Part 170 is hereby incorporated by reference. iv. OMB Guidelines to Agencies on Government wide Debarment and Suspension (Non- procurement), 2 C.F.R. Part 180, including the requirement to include a term or condition in all lower tier covered transactions (contracts and subcontracts described in 2 C.F.R. Part 180, subpart B) that the award is subject to 2 C.F.R. Part 180 and Treasury’s implementing regulation at 31 C.F.R. Part 19. v. Recipient Integrity and Performance Matters, pursuant to which the award term set forth in 2 C.F.R. Part 200, Appendix XII to Part 200 is hereby incorporated by reference. vi. Government wide Requirements for Drug-Free Workplace, 31 C.F.R. Part 20. vii. New Restrictions on Lobbying, 31 C.F.R. Part 21. viii. Uniform Relocation Assistance and Real Property Acquisitions Act of 1970 (42 U.S.C. §§ 4601-4655) and implementing regulations. ix. Generally applicable federal environmental laws and regulations. x. Prohibition on certain telecommunications and video surveillance services or equipment 2 CFR § 200.216. C. Statutes and regulations prohibiting discrimination applicable to this award include, but are not necessarily limited to the following: i. Title VI of the Civil Rights Act of 1964 (42 U.S.C. §§ 2000d et seq.) and Treasury’s implementing regulations at 31 C.F.R. Part 22, which prohibit discrimination on the basis of race, color, or national origin under programs or activities receiving federal financial assistance; AGENDA ITEM #6. p) SPECIAL TERMS AND CONDITIONS CAPITAL FEDERAL FUNDS 8 ii. The Fair Housing Act, Title VIII of the Civil Rights Act of 1968 (42 U.S.C. §§ 3601 et seq.), which prohibits discrimination in housing on the basis of race, color, religion, national origin, sex, familial status, or disability; iii. Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. § 794), which prohibits discrimination on the basis of disability under any program or activity receiving federal financial assistance; iv. The Age Discrimination Act of 1975, as amended (42 U.S.C. §§ 6101 et seq.), and Treasury’s implementing regulations at 31 C.F.R. Part 23, which prohibit discrimination on the basis of age in programs or activities receiving federal financial assistance; and v. Title II of the Americans with Disabilities Act of 1990, as amended (42 U.S.C. §§ 12101 et seq.), which prohibits discrimination on the basis of disability under programs, activities, and services provided or made available by state and local governments or instrumentalities or agencies thereto. 16. FEDERAL EXCLUSION These terms add to the terms in Section 12 Certification Regarding Debarment, Suspension or Ineligibility and Voluntary Exclusion — Primary and Lower Tier Covered Transactions in General Terms and Conditions. The Grantee also agrees to access the Federal Exclusion List at www.sam.gov and provide Federal Exclusion documentation to Commerce and to keep a copy on file with the Grantee's project records. 17. REGISTRATION WITH THE SYSTEM FOR AWARD MANAGEMENT (SAM) By signing this Grant, the Grantee accepts the requirements stated in 48 CFR 52.204-7 to register with the System for Award Management at the SAM website (https://www.sam.gov). To register in SAM, a valid Unique Entity Identifier (UEI) is required. The Grantee is responsible for the accuracy and completeness of the data within the SAM database and for any liability resulting from the Government's reliance on inaccurate or incomplete data. The Grantee must remain registered in the SAM database after the initial registration. The Grantee is required to review and update on an annual basis from the date of initial registration or subsequent updates its information in SAM to ensure it is current, accurate and complete. The Grantee shall provide evidence documenting registration and renewal of SAM registration to Commerce. In the event of the Grantee's noncompliance or refusal to comply with the requirement stated above, Commerce reserves the right to suspend payment until the Grantee cures this noncompliance. 18. REDUCTION IN FUNDS In the event state funds appropriated for the work contemplated under this Grant Agreement are withdrawn, reduced, or limited in any way by the Governor or the Washington State Legislature during the Grant Agreement period, the parties hereto shall be bound by any such revised funding limitations as implemented at the discretion of COMMERCE, and shall meet and renegotiate the Grant Agreement accordingly. 19. OWNERSHIP OF PROJECT/CAPITAL FACILITIES COMMERCE makes no claim to any real property improved or constructed with funds awarded under this Grant Agreement and does not assert and will not acquire any ownership interest in or title to the capital facilities and/or equipment constructed or purchased with state funds under this Grant Agreement; provided, however, that COMMERCE may be granted a security interest in real property, to secure funds awarded under this Grant Agreement. This provision does not extend to claims that COMMERCE may bring against the GRANTEE in recapturing funds expended in violation of this Grant Agreement. 20. CHANGE OF OWNERSHIP OR USE FOR GRANTEE-OWNED PROPERTY A. The GRANTEE understands and agrees that any and all real property or facilities owned by the GRANTEE that are acquired, constructed, or otherwise improved by the GRANTEE using AGENDA ITEM #6. p) SPECIAL TERMS AND CONDITIONS CAPITAL FEDERAL FUNDS 9 state funds under this Grant Agreement, shall be held and used by the GRANTEE for the purpose or purposes stated elsewhere in this Grant Agreement for a period of at least ten (10) years from the date the final payment is made hereunder. B. This provision shall not be construed to prohibit the GRANTEE from selling any property or properties described in this section; Provided, that any such sale shall be subject to prior review and approval by COMMERCE, and that all proceeds from such sale shall be applied to the purchase price of a different facility or facilities of equal or greater value than the original facility and that any such new facility or facilities will be used for the purpose or purposes stated elsewhere in this Grant Agreement. C. In the event the GRANTEE is found to be out of compliance with this section, the GRANTEE shall repay to the state general fund the principal amount of the grant as stated on the Face Sheet, hereof, plus interest calculated at the rate of interest on state of Washington general obligation bonds issued most closely to the effective date of the legislation in which the subject facility was authorized. Repayment shall be made pursuant to Section 34 (Recapture provision). 21. CHANGE OF USE FOR LEASED PROPERTY PERFORMANCE MEASURE A. The GRANTEE understands and agrees that any facility leased by the GRANTEE that is constructed, renovated, or otherwise improved using state funds under this Grant Agreement shall be used by the GRANTEE for the purpose or purposes stated elsewhere in this Grant Agreement for a period of at least ten (10) years from the date the final payment is made hereunder. B. In the event the GRANTEE is found to be out of compliance with this section, the GRANTEE shall repay to the state general fund the principal amount of the grant as stated on the Face Sheet, hereof, plus interest calculated at the rate of interest on state of Washington general obligation bonds issued most closely to the effective date of the legislation in which the subject facility was authorized. Repayment shall be made pursuant to Section 34 (Recapture Provision). 22. TERMINATION FOR FRAUD OR MISREPRESENTATION In the event the GRANTEE commits fraud or makes any misrepresentation in connection with the Grant application or during the performance of this Grant Agreement, COMMERCE reserves the right to terminate or amend this Grant Agreement accordingly, including the right to recapture all funds disbursed to the GRANTEE under the Grant. 23. ORDER OF PRECEDENCE In the event of an inconsistency in this Grant, the inconsistency shall be resolved by giving precedence in the following order: • Applicable federal and state of Washington statutes and regulations • Special Terms and Conditions • General Terms and Conditions • Attachment A – Scope of Work • Attachment B – Certification of the Availability of Funds to Complete the Project • Attachment C – Certification of the Payment and Reporting of Prevailing Wages • Attachment D – Certification of Intent to Enter the Leadership in Energy and Environmental Design (LEED) Certification Process (if applicable). AGENDA ITEM #6. p) GENERAL TERMS AND CONDITIONS CAPITAL FEDERAL FUNDS 10 1. DEFINITIONS As used throughout this Grant, the following terms shall have the meaning set forth below: A. “Authorized Representative” shall mean the Director and/or the designee authorized in writing to act on the Director’s behalf. B. “COMMERCE” shall mean the Department of Commerce. C. “Grant” or “Agreement” means the entire written agreement between COMMERCE and the Grantor, including any Exhibits, documents, or materials incorporated by reference. E-mail or Facsimile transmission of a signed copy of this contract shall be the same as delivery of an original. D. "Grantee" shall mean the entity identified on the face sheet performing service(s) under this Grant, and shall include all employees and agents of the Grantee. E. “Personal Information” shall mean information identifiable to any person, including, but not limited to, information that relates to a person’s name, health, finances, education, business, use or receipt of governmental services or other activities, addresses, telephone numbers, social security numbers, driver license numbers, other identifying numbers, and any financial identifiers. F. ”State” shall mean the state of Washington. G. "Subcontractor" shall mean one not in the employment of the Grantee, who is performing all or part of those services under this Grant under a separate contract with the Grantee. The terms “subcontractor” and “subcontractors” mean subcontractor(s) in any tier. 2. ADMINISTRATIVE COST ALLOCATION Administrative costs that may be allowed are set forth in the Special Terms and Conditions. Administrative services shared by other programs shall be assigned to this Grant based on an allocation plan that reflects allowable administrative costs that support services provided under each Grant administered by the Grantee. An approved current federal indirect cost rate may be applied up to the maximum administrative budget allowed. 3. ALLOWABLE COSTS Costs allowable under this Grant are actual expenditures according to an approved budget up to the maximum amount stated on the Grant Award or Amendment Face Sheet. 4. ALL WRITINGS CONTAINED HEREIN This Grant contains all the terms and conditions agreed upon by the parties. No other understandings, oral or otherwise, regarding the subject matter of this Grant shall be deemed to exist or to bind any of the parties hereto. 5. AMENDMENTS This Grant may be amended by mutual agreement of the parties. Such amendments shall not be binding unless they are in writing and signed by personnel authorized to bind each of the parties. 6. AMERICANS WITH DISABILITIES ACT (ADA) OF 1990, PUBLIC LAW 101-336, also referred to as the “ADA” 28 CFR Part 35 The Grantee must comply with the ADA, which provides comprehensive civil rights protection to individuals with disabilities in the areas of employment, public accommodations, state and local government services, and telecommunications. 7. APPROVAL This contract shall be subject to the written approval of COMMERCE’s Authorized Representative and shall not be binding until so approved. The contract may be altered, amended, or waived only by a written amendment executed by both parties. AGENDA ITEM #6. p) GENERAL TERMS AND CONDITIONS CAPITAL FEDERAL FUNDS 11 8. ASSIGNMENT Neither this Grant, nor any claim arising under this Grant, shall be transferred or assigned by the Grantee without prior written consent of COMMERCE. 9. ATTORNEYS’ FEES Unless expressly permitted under another provision of the Grant, in the event of litigation or other action brought to enforce Grant terms, each party agrees to bear its own attorney’s fees and costs. 10. AUDIT If the Grantee is a subrecipient and expends $750,000 or more in federal awards from any and/or all sources in any fiscal year, the Grantee shall procure and pay for a single audit or a program-specific audit for that fiscal year. Upon completion of each audit, the Grantee shall: A. Submit to COMMERCE the reporting package specified in OMB Super Circular 2 CFR 200.501, reports required by the program-specific audit guide (if applicable), and a copy of any management letters issued by the auditor. B. Submit to COMMERCE follow-up and developed corrective action plans for all audit findings. If the Grantee is a subrecipient and expends less than $750,000 in federal awards from any and/or all sources in any fiscal year, the Grantee shall notify COMMERCE they did not meet the single audit requirement. The Grantee shall send all single audit documentation to auditreview@commerce.wa.gov. 11. CERTIFICATION REGARDING DEBARMENT, SUSPENSION OR INELIGIBILITY AND VOLUNTARY EXCLUSION—PRIMARY AND LOWER TIER COVERED TRANSACTIONS A. Grantee, defined as the primary participant and it principals, certifies by signing these General Terms and Conditions that to the best of its knowledge and belief that they: i. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency. ii. Have not within a three-year period preceding this contract, been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public or private agreement or transaction, violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, tax evasion, receiving stolen property, making false claims, or obstruction of justice; iii. Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (federal, state, or local) with commission of any of the offenses enumerated in paragraph (1)(b) of federal Executive Order 12549; and iv. Have not within a three-year period preceding the signing of this contract had one or more public transactions (federal, state, or local) terminated for cause of default. B. Where the Grantee is unable to certify to any of the statements in this contract, the Grantee shall attach an explanation to this contract. C. The Grantee agrees by signing this contract that it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by COMMERCE. D. The Grantee further agrees by signing this contract that it will include the clause titled “Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction,” as follows, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions: AGENDA ITEM #6. p) GENERAL TERMS AND CONDITIONS CAPITAL FEDERAL FUNDS 12 LOWER TIER COVERED TRANSACTIONS i. The lower tier contractor certifies, by signing this contract that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. ii. Where the lower tier contractor is unable to certify to any of the statements in this contract, such contractor shall attach an explanation to this contract. E. The terms covered transaction, debarred, suspended, ineligible, lower tier covered transaction, person, primary covered transaction, principal, and voluntarily excluded, as used in this section, have the meanings set out in the Definitions and Coverage sections of the rules implementing Executive Order 12549. You may contact COMMERCE for assistance in obtaining a copy of these regulations. 12. CODE REQUIREMENTS All construction and rehabilitation projects must satisfy the requirements of applicable local, state, and federal building, mechanical, plumbing, fire, energy and barrier-free codes. Compliance with the Americans with Disabilities Act of 1990 28 C.F.R. Part 35 will be required, as specified by the local building Department. 13. CONFIDENTIALITY/SAFEGUARDING OF INFORMATION A. “Confidential Information” as used in this section includes: 1. All material provided to the Grantee by COMMERCE that is designated as “confidential” by COMMERCE; 2. All material produced by the Grantee that is designated as “confidential” by COMMERCE; and 3. All personal information in the possession of the Grantee that may not be disclosed under state or federal law. “Personal information” includes but is not limited to information related to a person’s name, health, finances, education, business, use of government services, addresses, telephone numbers, social security number, driver’s license number and other identifying numbers, and “Protected Health Information” under the federal Health Insurance Portability and Accountability Act of 1996 (HIPAA). B. The Grantee shall comply with all state and federal laws related to the use, sharing, transfer, sale, or disclosure of Confidential Information. The Grantee shall use Confidential Information solely for the purposes of this Grant and shall not use, share, transfer, sell or disclose any Confidential Information to any third party except with the prior written consent of COMMERCE or as may be required by law. The Grantor shall take all necessary steps to assure that Confidential Information is safeguarded to prevent unauthorized use, sharing, transfer, sale or disclosure of Confidential Information or violation of any state or federal laws related thereto. Upon request, the Grantee shall provide COMMERCE with its policies and procedures on confidentiality. COMMERCE may require changes to such policies and procedures as they apply to this Grant whenever COMMERCE reasonably determines that changes are necessary to prevent unauthorized disclosures. The Grantee shall make the changes within the time period specified by COMMERCE. Upon request, the Grantee shall immediately return to COMMERCE any Confidential Information that COMMERCE reasonably determines has not been adequately protected by the Grantee against unauthorized disclosure. C. Unauthorized Use or Disclosure. The Grantee shall notify COMMERCE within five (5) working days of any unauthorized use or disclosure of any confidential information, and shall take necessary steps to mitigate the harmful effects of such use or disclosure. 14. CONFORMANCE If any provision of this contract violates any statute or rule of law of the state of Washington, it is considered modified to conform to that statute or rule of law. AGENDA ITEM #6. p) GENERAL TERMS AND CONDITIONS CAPITAL FEDERAL FUNDS 13 15. CONFLICT OF INTEREST Notwithstanding any determination by the Executive Ethics Board or other tribunal, the COMMERCE may, in its sole discretion, by written notice to the Grantee terminate this contract if it is found after due notice and examination by COMMERCE that there is a violation of the Ethics in Public Service Act, Chapters 42.52 RCW and 42.23 RCW; or any similar statute involving the Grantee in the procurement of, or performance under this contract. Specific restrictions apply to contracting with current or former state employees pursuant to chapter 42.52 of the Revised Code of Washington. The Grantee and their subcontractor(s) must identify any person employed in any capacity by the state of Washington that worked on the Commerce program administering this contract, including but not limited to formulating or drafting the legislation, participating in grant procurement planning and execution, awarding grants, and monitoring grants, during the 24 month period preceding the start date of this Grant. Identify the individual by name, the agency previously or currently employed by, job title or position held, and separation date. If it is determined by COMMERCE that a conflict of interest exists, the Grantee may be disqualified from further consideration for the award of a Grant. In the event this contract is terminated as provided above, COMMERCE shall be entitled to pursue the same remedies against the Contractor as it could pursue in the event of a breach of the contract by the Grantee. The rights and remedies of COMMERCE provided for in this clause shall not be exclusive and are in addition to any other rights and remedies provided by law. The existence of facts upon which COMMERCE makes any determination under this clause shall be an issue and may be reviewed as provided in the “Disputes” clause of this contract. 16. COPYRIGHT PROVISIONS Unless otherwise provided, all Materials produced under this Grant shall be considered "works for hire" as defined by the U.S. Copyright Act and shall be owned by COMMERCE. COMMERCE shall be considered the author of such Materials. In the event the Materials are not considered “works for hire” under the U.S. Copyright laws, the Grantee hereby irrevocably assigns all right, title, and interest in all Materials, including all intellectual property rights, moral rights, and rights of publicity to COMMERCE effective from the moment of creation of such Materials. “Materials” means all items in any format and includes, but is not limited to, data, reports, documents, pamphlets, advertisements, books, magazines, surveys, studies, computer programs, films, tapes, and/or sound reproductions. “Ownership” includes the right to copyright, patent, register and the ability to transfer these rights. For Materials that are delivered under the Grant, but that incorporate pre-existing materials not produced under the Grant, the Grantee hereby grants to COMMERCE a nonexclusive, royalty-free, irrevocable license (with rights to sublicense to others) in such Materials to translate, reproduce, distribute, prepare derivative works, publicly perform, and publicly display. The Grantee warrants and represents that the Grantee has all rights and permissions, including intellectual property rights, moral rights and rights of publicity, necessary to grant such a license to COMMERCE. The Grantee shall exert all reasonable effort to advise COMMERCE, at the time of delivery of Materials furnished under this Grant, of all known or potential invasions of privacy contained therein and of any portion of such document which was not produced in the performance of this Grant. The Grantee shall provide COMMERCE with prompt written notice of each notice or claim of infringement received by the Grantee with respect to any Materials delivered under this Grant. COMMERCE shall have the right to modify or remove any restrictive markings placed upon the Materials by the Grantee. 17. DISALLOWED COSTS The Grantee is responsible for any audit exceptions or disallowed costs incurred by its own organization or that of its Subcontractors. AGENDA ITEM #6. p) GENERAL TERMS AND CONDITIONS CAPITAL FEDERAL FUNDS 14 18. DISPUTES Except as otherwise provided in this Grant, when a dispute arises between the parties and it cannot be resolved by direct negotiation, either party may request a dispute hearing with the Director of COMMERCE, who may designate a neutral person to decide the dispute. The request for a dispute hearing must: • be in writing; • state the disputed issues; • state the relative positions of the parties; • state the Contractor's name, address, and Grant number; and • be mailed to the Director and the other party’s (respondent’s) Contract Representative within three (3) working days after the parties agree that they cannot resolve the dispute. The respondent shall send a written answer to the requestor’s statement to both the Director or the Director’s designee and the requestor within five (5) working days. The Director or designee shall review the written statements and reply in writing to both parties within ten (10) working days. The Director or designee may extend this period if necessary by notifying the parties. The decision shall not be admissible in any succeeding judicial or quasi-judicial proceeding. The parties agree that this dispute process shall precede any action in a judicial or quasi-judicial tribunal. Nothing in this Grant shall be construed to limit the parties’ choice of a mutually acceptable alternate dispute resolution (ADR) method in addition to the dispute hearing procedure outlined above. 19. DUPLICATE PAYMENT The Grantee certifies that work to be performed under this contract does not duplicate any work to be charged against any other contract, subcontract, or other source. 20. GOVERNING LAW AND VENUE This Grant shall be construed and interpreted in accordance with the laws of the state of Washington, and the venue of any action brought hereunder shall be in the Superior Court for Thurston County. 21. INDEMNIFICATION To the fullest extent permitted by law, the Grantee shall indemnify, defend, and hold harmless the state of Washington, COMMERCE, agencies of the state and all officials, agents and employees of the state, for, from and against all claims for injuries or death arising out of, or resulting from, the performance of the contract. “Claim” as used in this contract, means any financial loss, claim, suit, action, damage, or expense, including but not limited to attorney’s fees, attributable for bodily injury, sickness, disease, or death, or injury to or the destruction of tangible property including loss of use resulting therefrom. The Grantee’s obligation to indemnify, defend, and hold harmless includes any claim by Grantee’s agents, employees, representatives, or any subcontractor or its employees. Grantee expressly agrees to indemnify, defend, and hold harmless the State for any claim arising out of or incident to Grantee’s or any subcontractor’s performance or failure to perform the contract. Grantee’s obligation to indemnify, defend, and hold harmless the State shall not be eliminated or reduced by any actual or alleged concurrent negligence of State or its agents, agencies, employees and officials. The Grantee waives its immunity under Title 51 RCW to the extent it is required to indemnify, defend and hold harmless the state and its agencies, officers, agents or employees. AGENDA ITEM #6. p) GENERAL TERMS AND CONDITIONS CAPITAL FEDERAL FUNDS 15 22. INDEPENDENT CAPACITY OF THE GRANTEE The parties intend that an independent contractor relationship will be created by this Grant. The Grantee and its employees or agents performing under this Grant are not employees or agents of the state of Washington or COMMERCE. The Grantee will not hold itself out as or claim to be an officer or employee of COMMERCE or of the state of Washington by reason hereof, nor will the Grantee make any claim of right, privilege or benefit which would accrue to such officer or employee under law. Conduct and control of the work will be solely with the Grantee. 23. INDUSTRIAL INSURANCE COVERAGE The Grantee shall comply with all applicable provisions of Title 51 RCW, Industrial Insurance. If the Grantee fails to provide industrial insurance coverage or fails to pay premiums or penalties on behalf of its employees as may be required by law, COMMERCE may collect from the Grantee the full amount payable to the Industrial Insurance Accident Fund. COMMERCE may deduct the amount owed by the Grantee to the accident fund from the amount payable to the Grantee by COMMERCE under this Grant, and transmit the deducted amount to the Department of Labor and Industries, (L&I) Division of Insurance Services. This provision does not waive any of L&I’s rights to collect from the Grantee. 24. LAWS The Grantee shall comply with all applicable laws, ordinances, codes, regulations, and policies of local, state, and federal governments, as now or hereafter amended. 25. LICENSING, ACCREDITATION AND REGISTRATION The Grantee shall comply with all applicable local, state, and federal licensing, accreditation and registration requirements or standards necessary for the performance of this Grant. 26. LIMITATION OF AUTHORITY Only the Authorized Representative or Authorized Representative’s designee by writing (designation to be made prior to action) shall have the express, implied, or apparent authority to alter, amend, modify, or waive any clause or condition of this Grant. 27. NONCOMPLIANCE WITH NONDISCRIMINATION LAWS During the performance of this Grant, the Grantee shall comply with all federal, state, and local nondiscrimination laws, regulations and policies. In the event of the Grantee’s non-compliance or refusal to comply with any nondiscrimination law, regulation or policy, this contract may be rescinded, canceled or terminated in whole or in part, and the Grantee may be declared ineligible for further contracts with COMMERCE. The Grantee shall, however, be given a reasonable time in which to cure this noncompliance. Any dispute may be resolved in accordance with the “Disputes” procedure set forth herein. The funds provided under this contract may not be used to fund religious worship, exercise, or instruction. No person shall be required to participate in any religious worship, exercise, or instruction in order to have access to the facilities funded by this grant. 28. PAY EQUITY The Grantee agrees to ensure that “similarly employed” individuals in its workforce are compensated as equals, consistent with the following: A. Employees are “similarly employed” if the individuals work for the same employer, the performance of the job requires comparable skill, effort, and responsibility, and the jobs are performed under similar working conditions. Job titles alone are not determinative of whether employees are similarly employed; B. Grantee may allow differentials in compensation for its workers if the differentials are based in good faith and on any of the following: (i) A seniority system; a merit system; a system that measures earnings by quantity or quality of production; a bona fide job-related factor or factors; or a bona fide regional difference in compensation levels. AGENDA ITEM #6. p) GENERAL TERMS AND CONDITIONS CAPITAL FEDERAL FUNDS 16 (ii) A bona fide job-related factor or factors may include, but not be limited to, education, training, or experience that is: Consistent with business necessity; not based on or derived from a gender-based differential; and accounts for the entire differential. (iii) A bona fide regional difference in compensation level must be: Consistent with business necessity; not based on or derived from a gender-based differential; and account for the entire differential. This Grant may be terminated by the Department, if the Department or the Department of Enterprise services determines that the Grantee is not in compliance with this provision. 29. POLITICAL ACTIVITIES Political activity of Grantee employees and officers are limited by the State Campaign Finances and Lobbying provisions of Chapter 42.17A RCW and the Federal Hatch Act, 5 USC 1501 - 1508. No funds may be used for working for or against ballot measures or for or against the candidacy of any person for public office. 30. PREVAILING WAGE LAW The Grantee certifies that all contractors and subcontractors performing work on the Project shall comply with state Prevailing Wages on Public Works, Chapter 39.12 RCW, as applicable to the Project funded by this contract, including but not limited to the filing of the “Statement of Intent to Pay Prevailing Wages” and “Affidavit of Wages Paid” as required by RCW 39.12.040. The Grantee shall maintain records sufficient to evidence compliance with Chapter 39.12 RCW, and shall make such records available for COMMERCE’s review upon request. 31. PROCUREMENT STANDARDS FOR FEDERALLY FUNDED PROGRAMS A Grantee which is a local government or Indian Tribal government must establish procurement policies and procedures in accordance with 2 CFR 200 for all purchases funded by this contract. All recipients of funds under this Contract, including Contractor and subrecipients or subcontractors of any tier, must follow the procurement standards in 2 CFR §§ 200.318 through 200.327, including ensuring that the procurement method used for the contracts are appropriate based on the dollar amount and conditions specified in 2 CFR § 200.320. The Grantee’s procurement system should include but not necessarily be limited to, the following: A. General procurement standards 2 CFR § 200.318. A code or standard of conduct that shall govern the performance of its officers, employees, or agents engaged in the awarding of contracts using federal funds. B. Competition 2 CFR § 200.319. Procedures that ensure all procurement transactions shall be conducted in a manner providing full and open competition consistent with the standards of this section and § 200.320. C. Methods of procurement to be followed 2 CFR § 200.320. D. Contracting with small and minority businesses, women’s business enterprises, and labor surplus area firms 2 CFR § 200.321. 32. PROHIBITION AGAINST PAYMENT OF BONUS OR COMMISSION The funds provided under this Grant shall not be used in payment of any bonus or commission for the purpose of obtaining approval of the application for such funds or any other approval or concurrence under this Grant provided, however, that reasonable fees or bona fide technical consultant, managerial, or other such services, other than actual solicitation, are not hereby prohibited if otherwise eligible as project costs. AGENDA ITEM #6. p) GENERAL TERMS AND CONDITIONS CAPITAL FEDERAL FUNDS 17 33. PUBLICITY The Grantee agrees not to publish or use any advertising or publicity materials in which the state of Washington or COMMERCE’s name is mentioned, or language used from which the connection with the state of Washington’s or COMMERCE’s name may reasonably be inferred or implied, without the prior written consent of COMMERCE. 34. RECAPTURE In the event that the Grantee fails to perform this contract in accordance with state laws, federal laws, and/or the provisions of this contract, COMMERCE reserves the right to recapture funds in an amount to compensate COMMERCE for the noncompliance in addition to any other remedies available at law or in equity. Repayment by the Grantee of funds under this recapture provision shall occur within the time period specified by COMMERCE. In the alternative, COMMERCE may recapture such funds from payments due under this contract. 35. RECORDS MAINTENANCE The Grantee shall maintain books, records, documents, data and other evidence relating to this contract and performance of the services described herein, including but not limited to accounting procedures and practices that sufficiently and properly reflect all direct and indirect costs of any nature expended in the performance of this contract. The Grantee shall retain such records for a period of six years following the date of final payment. At no additional cost, these records, including materials generated under the contract, shall be subject at all reasonable times to inspection, review or audit by COMMERCE, personnel duly authorized by COMMERCE, the Office of the State Auditor, and federal and state officials so authorized by law, regulation or agreement. If any litigation, claim or audit is started before the expiration of the six (6) year period, the records shall be retained until all litigation, claims, or audit findings involving the records have been resolved. 36. REGISTRATION WITH DEPARTMENT OF REVENUE If required by law, the Grantee shall complete registration with the Washington State Department of Revenue. 37. RIGHT OF INSPECTION At no additional cost all records relating to the Grantee’s performance under this Grant shall be subject at all reasonable times to inspection, review, and audit by COMMERCE, the Office of the State Auditor, and federal and state officials so authorized by law, in order to monitor and evaluate performance, compliance, and quality assurance under this Grant. The Grantee shall provide access to its facilities for this purpose. 38. SAVINGS In the event funding from state, federal, or other sources is withdrawn, reduced, or limited in any way after the effective date of this Grant and prior to normal completion, COMMERCE may terminate the Grant under the "Termination for Convenience" clause, without the ten business day notice requirement. In lieu of termination, the Grant may be amended to reflect the new funding limitations and conditions. 39. SEVERABILITY The provisions of this contract are intended to be severable. If any term or provision is illegal or invalid for any reason whatsoever, such illegality or invalidity shall not affect the validity of the remainder of the contract. 40. SUBCONTRACTING The Grantee may only subcontract work contemplated under this Grant if it obtains the prior written approval of COMMERCE. AGENDA ITEM #6. p) GENERAL TERMS AND CONDITIONS CAPITAL FEDERAL FUNDS 18 If COMMERCE approves subcontracting, the Grantee shall maintain written procedures related to subcontracting, as well as copies of all subcontracts and records related to subcontracts. For cause, COMMERCE in writing may: (a) require the Grantee to amend its subcontracting procedures as they relate to this Grant; (b) prohibit the Grantee from subcontracting with a particular person or entity; or (c) require the Grantee to rescind or amend a subcontract. Every subcontract shall bind the Subcontractor to follow all applicable terms of this Grant. The Grantee is responsible to COMMERCE if the Subcontractor fails to comply with any applicable term or condition of this Grant. The Grantee shall appropriately monitor the activities of the Subcontractor to assure fiscal conditions of this Grant. In no event shall the existence of a subcontract operate to release or reduce the liability of the Grantee to COMMERCE for any breach in the performance of the Grantee’s duties. Every subcontract shall include a term that COMMERCE and the State of Washington are not liable for claims or damages arising from a Subcontractor’s performance of the subcontract. 41. SURVIVAL The terms, conditions, and warranties contained in this Grant that by their sense and context are intended to survive the completion of the performance, cancellation or termination of this Grant shall so survive. 42. TAXES All payments accrued on account of payroll taxes, unemployment contributions, the Grantee’s income or gross receipts, any other taxes, insurance or expenses for the Grantee or its staff shall be the sole responsibility of the Grantee. 43. TERMINATION FOR CAUSE In the event COMMERCE determines the Grantee has failed to comply with the conditions of this contract in a timely manner, COMMERCE has the right to suspend or terminate this contract. Before suspending or terminating the contract, COMMERCE shall notify the Grantee in writing of the need to take corrective action. If corrective action is not taken within 30 calendar days, the contract may be terminated or suspended. In the event of termination or suspension, the Grantee shall be liable for damages as authorized by law including, but not limited to, any cost difference between the original contract and the replacement or cover contract and all administrative costs directly related to the replacement contract, e.g., cost of the competitive bidding, mailing, advertising and staff time. COMMERCE reserves the right to suspend all or part of the contract, withhold further payments, or prohibit the Grantee from incurring additional obligations of funds during investigation of the alleged compliance breach and pending corrective action by the Grantee or a decision by COMMERCE to terminate the contract. A termination shall be deemed a “Termination for Convenience” if it is determined that the Grantee: (1) was not in default; or (2) failure to perform was outside of his or her control, fault or negligence. The rights and remedies of COMMERCE provided in this contract are not exclusive and are, in addition to any other rights and remedies, provided by law. 44. TERMINATION FOR CONVENIENCE Except as otherwise provided in this Grant COMMERCE may, by ten (10) business days written notice, beginning on the second day after the mailing, terminate this Grant, in whole or in part. If this Grant is so terminated, COMMERCE shall be liable only for payment required under the terms of this Grant for services rendered or goods delivered prior to the effective date of termination. 45. TERMINATION PROCEDURES Upon termination of this contract, COMMERCE, in addition to any other rights provided in this contract, may require the Grantee to deliver to COMMERCE any property specifically produced or acquired for AGENDA ITEM #6. p) GENERAL TERMS AND CONDITIONS CAPITAL FEDERAL FUNDS 19 the performance of such part of this contract as has been terminated. The provisions of the "Treatment of Assets" clause shall apply in such property transfer. COMMERCE shall pay to the Grantee the agreed upon price, if separately stated, for completed work and services accepted by COMMERCE, and the amount agreed upon by the Grantee and COMMERCE for (i) completed work and services for which no separate price is stated, (ii) partially completed work and services, (iii) other property or services that are accepted by COMMERCE, and (iv) the protection and preservation of property, unless the termination is for default, in which case the authorized Representative shall determine the extent of the liability of COMMERCE. Failure to agree with such determination shall be a dispute within the meaning of the "Disputes" clause of this contract. COMMERCE may withhold from any amounts due the Grantee such sum as the Authorized Representative determines to be necessary to protect COMMERCE against potential loss or liability. The rights and remedies of COMMERCE provided in this section shall not be exclusive and are in addition to any other rights and remedies provided by law or under this contract. After receipt of a notice of termination, and except as otherwise directed by the Authorized Representative, the Grantee shall: A. Stop work under the contract on the date, and to the extent specified, in the notice; B. Place no further orders or subcontracts for materials, services, or facilities except as may be necessary for completion of such portion of the work under the contract that is not terminated; C. Assign to COMMERCE, in the manner, at the times, and to the extent directed by the Authorized Representative, all of the rights, title, and interest of the Grantee, under the orders and subcontracts so terminated, in which case COMMERCE has the right, at its discretion, to settle or pay any or all claims arising out of the termination of such orders and subcontracts; D. Settle all outstanding liabilities and all claims arising out of such termination of orders and subcontracts, with the approval or ratification of the Authorized Representative to the extent the Authorized Representative may require, which approval or ratification shall be final for all the purposes of this clause; E. Transfer title to COMMERCE and deliver in the manner, at the times, and to the extent directed by the Authorized Representative any property which, if the contract had been completed, would have been required to be furnished to COMMERCE; F. Complete performance of such part of the work as shall not have been terminated by the Authorized Representative; and G. Take such action as may be necessary, or as the Authorized Representative may direct, for the protection and preservation of the property related to this contract, which is in the possession of the Grantee and in which COMMERCE has or may acquire an interest. 46. TREATMENT OF ASSETS Title to all property furnished by COMMERCE shall remain in COMMERCE. Title to all property furnished by the Grantee, for the cost of which the Grantee is entitled to be reimbursed as a direct item of cost under this contract, shall pass to and vest in COMMERCE upon delivery of such property by the Grantee. Title to other property, the cost of which is reimbursable to the Grantee under this contract, shall pass to and vest in COMMERCE upon (i) issuance for use of such property in the performance of this contract, or (ii) commencement of use of such property in the performance of this contract, or (iii) reimbursement of the cost thereof by COMMERCE in whole or in part, whichever first occurs. A. Any property of COMMERCE furnished to the Grantee shall, unless otherwise provided herein or approved by COMMERCE, be used only for the performance of this contract. B. The Grantee shall be responsible for any loss or damage to property of COMMERCE that results from the negligence of the Grantee or which results from the failure on the part of the Grantee to maintain and administer that property in accordance with sound management practices. AGENDA ITEM #6. p) GENERAL TERMS AND CONDITIONS CAPITAL FEDERAL FUNDS 20 C. If any COMMERCE property is lost, destroyed or damaged, the Grantee shall immediately notify COMMERCE and shall take all reasonable steps to protect the property from further damage. D. The Grantee shall surrender to COMMERCE all property of COMMERCE prior to settlement upon completion, termination or cancellation of this contract All reference to the Grantee under this clause shall also include Grantee’s employees, agents or Subcontractors. 47. WAIVER Waiver of any default or breach shall not be deemed to be a waiver of any subsequent default or breach. Any waiver shall not be construed to be a modification of the terms of this Grant unless stated to be such in writing and signed by Authorized Representative of COMMERCE. 48. WORK HOURS AND SAFETY STANDARDS The Grant Work Hours and Safety Standards Act (40 U.S.C. 327-333)-Where applicable, all contracts awarded by recipients in excess of $100,000 for construction and other purposes that involve the employment of mechanics or laborers must include a provision for compliance with Section 102 and 107 of the Grant Work Hours Safety Standards Act (40 U.S.C. 327-333), as supplemented by Department of Labor regulations (29 CFR part 5). Under Section 102 of the Act, each subcontractor is required to compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than 1 ½ times the basic rate of pay for all hours worked in excess of 40 hours in the work week. Section 107 of the Act is applicable to construction work and provides that no laborer or mechanic is required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. AGENDA ITEM #6. p) Attachment A 21 SCOPE OF WORK Funds awarded under this grant will be used for capital expenditures for the Sunset Gardens affordable housing project, specifically for water utility improvements. This project aligns to the Public Health and Economic Impacts, Building Stronger Communities through Investments in Housing and Neighborhoods Category. The location of the project is: 2900 NE 10th St., Renton, WA 98506 Project activities will include and not be limited to: The design and construction of required off-site water distribution system improvements to provide capacity to meet fire flow demand for the new affordable housing project. Renton Regional Fire Authority has determined that the preliminary fire flow demand for the Sunset Gardens project is 3,000 gpm. Additionally, per Renton Municipal Code, a looped water main around the building is required when the fire flow exceeds 2,500 gpm. The following off-site water system improvements will be required to provide domestic and fire protection service to the project: • Installation of approximately 800 feet of new 12-inch water main in NE 10th St from the existing 12-inch water stub to Kirkland Ave NE; • Installation of approximately 380 feet of new 12-inch water main in Jefferson Ave NE (Commercial Access); • Installation of approximately 220 feet of new 12-inch water main in Jefferson Ave NE (Residential Access); • Installation of a new 6-inch fire service stub for the new affordable housing building; • Installation of new residential and commercial water services for the new affordable housing building; • Installation of additional fire hydrants around the building; • Re-connection of existing services following water main improvements. This project is expected to be complete by June 30, 2023. All project work completed with prior legislative approval. The “Copyright Provisions”, Section 16 of the General Terms and Conditions, are not intended to apply to any architectural and engineering design work funded by this grant. CERTIFICATION PERFORMANCE MEASURE – SCOPE OF WORK The GRANTEE, by its signature, certifies that the declaration set forth above has been reviewed and approved by the GRANTEE’s governing body as of the date and year written below. ______________________________________ Armando Pavone, Mayor _____________________________________ DATE AGENDA ITEM #6. p) Attachment A 22 Attest _____________________________ Jason A. Seth City Clerk Approved as to Legal Form By: __________________________ Shane Maloney City Attorney AGENDA ITEM #6. p) Attachment B 23 CERTIFICATION OF THE AVAILABILITY OF FUNDS TO COMPLETE THE PROJECT Type of Funding Source Description Amount Grant Washington State Department of Commerce $1,472,037.00 Other Grants Grant #1 $ Grant #2 $ Total Other Grants $0.00 Other Loans Loan #1 Private Tax Exempt Debt $12,500,000.00 Loan #2 Washington State Housing Trust Fund Loan $2,500,000.00 Total Loans $15,000,000.00 Other Local Revenue Source #1 City of Renton HB1590 funds $1,500,000.00 Total Local Revenue $1,500,000.00 Other Funds Source #1 4% Low Income Housing Tax Credit (LIHTC) allocation from the Washington State Housing Financing Commission $22,765,353.00 Source #2 RHA Sponsor financing and cash flow during operations $7,523,875.00 Source #3 King County Housing, Homeless, and Community Development Division (HHCDD) capital funding $3,000,000.00 Total Other Funds $33,289,228.00 Total Project Funding $51,261,265.00 CERTIFICATION PERFORMANCE MEASURE - AVAILABILITY OF FUNDS The GRANTEE, by its signature, certifies that project funding from sources other than those provided by this Grant Agreement and identified above has been reviewed and approved by the GRANTEE’s governing body or board of directors, as applicable, and has either been expended for eligible Project expenses, or is committed in writing and available and will remain committed and available solely and specifically for carrying out the purposes of this Project as described in elsewhere in this Grant Agreement, as of the date and year written below. The GRANTEE shall maintain records sufficient to evidence that it has expended or has access to the funds needed to complete the Project, and shall make such records available for COMMERCE’s review upon reasonable request. ______________________________________ Armando Pavone, Mayor _____________________________________ DATE AGENDA ITEM #6. p) Attachment B 24 Attest _____________________________ Jason A. Seth City Clerk Approved as to Legal Form By: __________________________ Shane Malone City Attorney AGENDA ITEM #6. p) Attachment C 25 CERTIFICATION OF THE PAYMENT AND REPORTING OF PREVAILING WAGES The GRANTEE, by its signature, certifies that all contractors and subcontractors performing work on the Project shall comply with prevailing wage laws set forth in Chapter 39.12 RCW, as applicable to the Project funded by this Grant Agreement, including but not limited to the filing of the “Statement of Intent to Pay Prevailing Wages” and “Affidavit of Wages Paid” as required by RCW 39.12.040. See section 30 of the General Terms and Conditions. Before invoices are paid, the “awarding agency” must provide documentation of the “intent to pay commercial prevailing wages”. Before the final funds are paid from the state, an “affidavit of wages paid” from L&I must also be provided. The GRANTEE or assignee, shall maintain records sufficient to evidence compliance with Chapter 39.12 RCW, and shall make such records available for COMMERCE’s review upon request. CERTIFICATION PERFORMANCE MEASURE – PREVAILING WAGES The GRANTEE, by its signature, certifies that the declaration set forth above has been reviewed and approved by the GRANTEE’s governing body as of the date and year written below. ______________________________________ Armando Pavone, Mayor _____________________________________ DATE Attest _____________________________ Jason A. Seth City Clerk Approved as to Legal Form By: __________________________ Shane Maloney City Attorney AGENDA ITEM #6. p) AB - 3189 City Council Regular Meeting - 12 Sep 2022 SUBJECT/TITLE: Agreement with Washington State Department of Commerce for the Connecting Housing to Infrastructure Program (CHIP) using State Capital Funds for the Sunset Gardens Project RECOMMENDED ACTION: Refer to Finance Committee DEPARTMENT: Public Works Utility Systems Division STAFF CONTACT: Katie Nolan, Water Utility Engineer EXT.: 7335 FISCAL IMPACT SUMMARY: To assist with the development of affordable housing, the Utility Systems Division has been awarded $296,100 in grant funding from the Department of Commerce through the Connecting Housing to Infrastructure (CHIP) grant Program. The grant funding will be used for reimbursement of city waived utility system development charges (SDCs) to support the Sunset Gardens affordable housing project construction. No match is required. With Resolution No. 4459, Renton City Council approved a 100% waiver of the water, surface water, and wastewater SDCs, for up to 100 units, for the Sunset Gardens Affordable Housing development. The CHIP grant funding will reimburse the Water Utility $178,600, Wastewater Utility $115,500, and the Surface Water Utility $2,000 for the waived utility SDCs. SUMMARY OF ACTION: Through the City of Renton’s Affordable Rental Housing Waived Fees Incentive (RMC 4 -1-210C), Renton City Council approved waiving 100% of the water, surface water, and wastewater SDCs for the Sunset Gardens Project. Grant funding will reimburse these waived fees, for up to 100 units per RMC 4-1-210C. Funding for the CHIP grant program’s reimbursement of the waived SDCs comes from state funding under the State Building Construction Account. EXHIBITS: A. Grant Award Letter B. Grant Agreement - Connecting Housing to Infrastructure Program (CHIP) using State Capital Funds STAFF RECOMMENDATION: Authorize the Mayor and City Clerk to execute the grant agreement with the Department of Commerce for the Connecting Housing to Infrastructure Program (CHIP) using State Capital Funds for the Sunset Gardens Project. AGENDA ITEM #6. q) STATE OF WASHINGTON DEPARTMENT OF COMMERCE 1011 Plum Street SE  PO Box 42525  Olympia, Washington 98504-2525  (360) 725-4000 www.commerce.wa.gov February 23, 2022 City of Renton 1055 South Grady Way Renton, WA 98057 Delivered via Email to Katie Nolan: knolan@rentonwa.gov RE: Connecting Housing to Infrastructure (CHIP) Grant Dear CHIP recipient: I am pleased to inform you that City of Renton has been awarded $1,768,137 in grant funds from the Connecting Housing to Infrastructure (CHIP) grant program for the Sunset Gardens project. The 2021 Legislature created this grant program to facilitate the development of affordable housing construction. Funding for this program is provided from two accounts:  For waived system development charges, funds are from the State Building Construction Account, and your grant will be governed by state building construction account rules. Projects funded with State Building Construction Account funds (state) may only be used to cover eligible costs incurred during the period of May 18, 2021, thru June 30, 2023, subject to re-appropriation by the Legislature. If re-appropriated, the project must be completed and invoiced by June 30, 2025.  For infrastructure improvements, funds are from the state’s allocation of Coronavirus State and Local Fiscal Recovery Funds (SLFRF) from the federal American Rescue Plan Act (ARPA) stimulus funding provided by the U.S. Department of the Treasury (US Treasury).1 Your grant is a sub-award of the state’s allocation for the SLFRF funds it received directly from the U.S. Treasury. All grants must adhere to any and all compliance and reporting requirements for the use and expenditure of SLFRF funds.2 Projects funded with Coronavirus State and Local Fiscal Recovery Funds (federal) may only be used to cover eligible costs incurred during the period of March 3, 2021, thru December 31, 2026, subject to re-appropriation by the Legislature, and must be obligated by December 30, 2024. This grant will be administered by the Washington Department of Commerce, Growth Management Services (GMS) unit. Before we disburse the funds, a contract with an agreed upon scope of work and budget will need to be executed between your organization and the Department of Commerce. 1 The federal funds are available under Section 602 Coronavirus State Fiscal Recovery Funds of Title VI of the Social Security Act, as added by ARPA of 2021, Title IX, Subtitle M, Section 9901. The unique 5-digit federal assistance number assigned to the SLFRF funds on SAM.gov is Assistance Listing Number (ALN) 21.027, formerly known as a CFDA number. 2 Compliance and Reporting Guidance for State and Local Fiscal Recovery Funds dated November 5, 2021 AGENDA ITEM #6. q) All pre-contracting requirements must be met prior to executing a contract and before drawing down any grant funds. If not already provided, these may include:  Proof of site control.  Documentation of consultation with Department of Archeology and Historic Preservation (DAHP) and affected tribes has been completed and there is a plan for preservation of archeological, historical and cultural resources (EO 21-02).  For requests for system development charges or fees, documentation of charges/fees waived by the city or a letter of commitment from the city that the fees will be waived and the timeframe for such waiver.  For requests for utility improvement funding, a project schedule showing affordable housing development be able to begin construction within 24 months of the grant award.  Commitment of other funds.  Documentation of a program that will monitor affordability of units for a minimum of 25 years.  Securitization (covenant and/or note and deed of trust for affordable housing units).  If applicable, state prevailing wages and documentation or attestation of strong labor standards.  Risk assessment survey, if requested.  Proof of insurance coverage, if requested by Commerce.  Any documents needed to respond to new federal guidance. Once all pre-contracting requirements have been met, a contract will be prepared and sent to the applicant for signature. The authorized representative will need to sign the contract and then return a scanned pdf copy to the Commerce project manager. Then the project manager will route the contract for Commerce’s signature. It generally takes two to four weeks to fully execute a contract. Once executed by Commerce, a fully executed copy will be scanned and a pdf copy emailed to the jurisdiction and the grantee will have access to their funds. This is a reimbursement-style grant, meaning no advance payments under any circumstances, reimbursable costs are those that a grantee has already incurred. Eric Guida from our GMS housing programs will be in touch with you to develop the contract(s) and answer any questions you may have. His email is eric.guida@commerce.wa.gov, and his phone number is 360.725.3044. Sincerely, Dave Andersen, AICP Managing Director Growth Management Services cc: Armondo Pavone, Mayor, City of Renton Katie Nolan, Water Utility Engineer Eric Guida, Senior Planner, Growth Management Services Anne Fritzel, AICP, Housing Programs Manager, Growth Management Services AGENDA ITEM #6. q) AGENDA ITEM #6. q) Capital Agreement with City of Renton through Connecting Housing to Infrastructure Program (CHIP) using State Capital Funds Purpose: To support the construction of affordable housing by reimbursing the City for waived system development charges for the Sunset Gardens project. Start date: July 1, 2021 AGENDA ITEM #6. q) THIS PAGE INTENTIONALLY LEFT BLANK AGENDA ITEM #6. q) TABLE OF CONTENTS i Face Sheet ..................................................................................................................... 1 Special Terms and Conditions ........................................................................................ 1 1. Contract Management ............................................................................. 2 2. Compensation .......................................................................................... 2 3. Billing Procedures and Payment .............................................................. 2 4. Subcontractor Data Collection.................................................................. 3 5. Historical or Cultural Artifacts ................................................................... 3 6. Insurance ................................................................................................. 3 7. Order of Precedence ................................................................................ 4 General Terms and Conditions ....................................................................................... 5 1. Definitions ................................................................................................ 5 2. Allowable Costs ....................................................................................... 5 3. All Writings Contained Herein .................................................................. 5 4. Amendments ............................................................................................ 5 5. Americans with Disabilities Act (ADA) ...................................................... 5 6. Approval .................................................................................................. 5 7. Assignment .............................................................................................. 5 8. Attorney’s Fees ........................................................................................ 5 9. Code Requirements ................................................................................. 6 10. Confidentiality/Safeguarding of Information .............................................. 6 11. Conformance ........................................................................................... 6 12. Conflict of Interest .................................................................................... 6 13. Copyright ................................................................................................. 7 14. Disallowed Costs ..................................................................................... 7 15. Disputes ................................................................................................... 7 16. Duplicate Payment ................................................................................... 8 17. Governing Law and Venue ....................................................................... 8 18. Indemnification ......................................................................................... 8 19. Independent Capacity of the Contractor ................................................... 8 20. Industrial Insurance Coverage ................................................................. 8 21. Laws ........................................................................................................ 9 22. Licensing, Accreditation and Registration ................................................ 9 23. Limitation of Authority .............................................................................. 9 24. Local Public Transportation Coordination ................................................. 9 25. Noncompliance With Nondiscrimination Laws .......................................... 9 26. Pay Equity................................................................................................ 9 27. Political Activities ................................................................................... 10 28. Prevailing Wage Law ............................................................................. 10 29. Prohibition Against Payment of Bonus or Commission ........................... 10 30. Publicity ................................................................................................. 10 31. Recapture .............................................................................................. 10 32. Records Maintenance ............................................................................ 10 33. Registration With Department of Revenue ............................................. 11 34. Right of Inspection ................................................................................. 11 AGENDA ITEM #6. q) ii 35. Savings .................................................................................................. 11 36. Severability ............................................................................................ 11 37. Subcontracting ....................................................................................... 11 38. Survival .................................................................................................. 11 39. Taxes ..................................................................................................... 12 40. Termination for Cause ........................................................................... 12 41. Termination for Convenience ................................................................. 12 42. Termination Procedures ......................................................................... 12 43. Treatment of Assets ............................................................................... 13 44. Waiver ................................................................................................... 13 Attachment A, Scope of Work Attachment B, Budget AGENDA ITEM #6. q) FACE SHEET 1 Contract Number: 22-96720-009 Washington State Department of Commerce Local Government Division, Growth Management Unit Connecting Housing to Infrastructure Program (CHIP) 1. Contractor 2. Contractor Project City of Renton 1055 South Grady Way Renton, WA 98057 Sunset Gardens 2900 NE 10th St Renton, WA 98056 3. Contractor Representative 4. COMMERCE Representative Katie Nolan Water Utility Engineer (425)757-7719 knolan@rentonwa.gov Eric Guida Senior Planner (360)725-3044 eric.guida@commerce.wa.gov 1011 Plum St SE Olympia, WA 98504-2525 5. Contract Amount 6. Funding Source 7. Start Date 8. End Date $296,100 Federal: State: Other: N/A: July 1, 2021, June 30, 2023, subject to reappropriation through June 30, 2025 9. Federal Funds (as applicable) NA 10. Federal Agency NA CFDA Number: NA 10. Tax ID # 11. SWV # 12. UBI # 13. DUNS # 0012200-11 177-000-094 092278894 14. Contract Purpose To support the construction of affordable housing by reimbursing the City for waived system development charges for the Sunset Gardens project. COMMERCE, defined as the Department of Commerce and Contractor acknowledge and accept the terms of this Contract and attachments and have executed this Contract on the date below to start as of the date and year referenced above. The rights and obligations of both parties to this Contract are governed by this Contract and the following other documents incorporated by reference: Contractor Terms and Conditions including Attachment “A” – Scope of Work, and Attachment “B” – Budget. FOR CONTRACTOR FOR COMMERCE Armando Pavone, Mayor Date Mark Barkley, Assistant Director, Local Government Division Date APPROVED AS TO FORM ONLY BY ASSISTANT ATTORNEY GENERAL APPROVAL ON FILE Last revision 10/13/2020 AGENDA ITEM #6. q) SPECIAL TERMS AND CONDITIONS CAPITAL STATE FUNDS 2 1. CONTRACT MANAGEMENT The Representative for each of the parties shall be responsible for and shall be the contact person for all communications and billings regarding the performance of this Contract. The Representative for COMMERCE and their contact information are identified on the Face Sheet of this Contract. The Representative for the Contractor and their contact information are identified on the Face Sheet of this Contract. 2. COMPENSATION COMMERCE shall pay an amount not to exceed two-hundred-ninety-six thousand one hundred dollars ($296,100) for the performance of all things necessary for or incidental to the performance of work as set forth in the Scope of Work. Contractor's compensation for services rendered shall be based on the following rates or in accordance with the following terms: 3. BILLING PROCEDURES AND PAYMENT COMMERCE will pay Contractor upon acceptance of services provided and receipt of properly completed invoices, which shall be submitted to the Representative for COMMERCE not more often than monthly. The invoices shall describe and document, to COMMERCE's satisfaction, a description of the work performed, the progress of the project, and fees. The invoice shall include the Contract Number 22- 96720-009. If expenses are invoiced, provide a detailed breakdown of each type. A receipt must accompany any single expenses in the amount of $50.00 or more in order to receive reimbursement. Eligible expenses are those incurred beginning on May 18, 2021, through June 30, 2023. Payment shall be considered timely if made by COMMERCE within thirty (30) calendar days after receipt of properly completed invoices. Payment shall be sent to the address designated by the Contractor. COMMERCE may, in its sole discretion, terminate the Contract or withhold payments claimed by the Contractor for services rendered if the Contractor fails to satisfactorily comply with any term or condition of this Contract. No payments in advance or in anticipation of services or supplies to be provided under this Agreement shall be made by COMMERCE. Grantees must invoice for all expenses by June 17, 2023. The parties understand and agree that any state funds not expended by June 30, 2023, will lapse on that date unless specifically reappropriated by the Washington State Legislature. If funds are so reappropriated, the state‘s obligation under the terms of this contract shall be contingent upon the terms of such reappropriation. Invoices and End of Fiscal Year Invoices are due on the 20th of the month following the provision of services. Final invoices for a state fiscal year may be due sooner than the 20th and Commerce will provide notification of the end of fiscal year due date. The grantee must invoice for all expenses from the beginning of the contract through June 30, regardless of the contract start and end date. Duplication of Billed Costs The Contractor shall not bill COMMERCE for services performed under this Agreement, and COMMERCE shall not pay the Contractor, if the Contractor is entitled to payment or has been or will be paid by any other source, including grants, for that service. Disallowed Costs The Contractor is responsible for any audit exceptions or disallowed costs incurred by its own organization or that of its subcontractors. AGENDA ITEM #6. q) SPECIAL TERMS AND CONDITIONS CAPITAL STATE FUNDS 3 4. SUBCONTRACTOR DATA COLLECTION Contractor will submit reports, in a form and format to be provided by Commerce and at intervals as agreed by the parties, regarding work under this Grant performed by subcontractors and the portion of Grant funds expended for work performed by subcontractors, including but not necessarily limited to minority-owned, woman-owned, and veteran-owned business subcontractors. “Subcontractors” shall mean subcontractors of any tier. 5. HISTORICAL OR CULTURAL ARTIFACTS Prior to approval and disbursement of any funds awarded under this Contract, Contractor shall complete the requirements of Governor’s Executive Order 05-05, where applicable, or Contractor shall complete a review under Section 106 of the National Historic Preservation Act, if applicable. Contractor agrees that the Contractor is legally and financially responsible for compliance with all laws, regulations, and agreements related to the preservation of historical or cultural resources and agrees to hold harmless COMMERCE and the state of Washington in relation to any claim related to such historical or cultural resources s discovered, disturbed, or damaged as a result of the project funded by this Contract. In addition to the requirements set forth in this Contract, Contractor shall, in accordance with Governor’s Executive Order 05-05, coordinate with Commerce and the Washington State Department of Archaeology and Historic Preservation (“DAHP”), including any recommended consultation with any affected tribe(s), during Project design and prior to construction to determine the existence of any tribal cultural resources affected by Project. Contractor agrees to avoid, minimize, or mitigate impacts to the cultural resource as a continuing prerequisite to receipt of funds under this Contract. The Contractor agrees that, unless the Contractor is proceeding under an approved historical and cultural monitoring plan or other memorandum of agreement, if historical or cultural artifacts are discovered during construction, the Contractor shall immediately stop construction and notify the local historical preservation officer and the state's historical preservation officer at DAHP, and the Commerce Representative identified on the Face Sheet. If human remains are uncovered, the Contractor shall report the presence and location of the remains to the coroner and local enforcement immediately, then contact DAHP and the concerned tribe's cultural staff or committee. The Contractor shall require this provision to be contained in all subcontracts for work or services related to the Scope of Work attached hereto. In addition to the requirements set forth in this Contract, Contractor agrees to comply with RCW 27.44 regarding Indian Graves and Records; RCW 27.53 regarding Archaeological Sites and Resources; RCW 68.60 regarding Abandoned and Historic Cemeteries and Historic Graves; and WAC 25-48 regarding Archaeological Excavation and Removal Permits. Completion of the requirements of Section 106 of the National Historic Preservation Act shall substitute for completion of Governor’s Executive Order 05-05. In the event that the Contractor finds it necessary to amend the Scope of Work the Contractor may be required to re-comply with Governor's Executive Order 05-05 or Section 106 of the National Historic Preservation Act. 6. INSURANCE Each party certifies that it is self-insured under the State's or local government self-insurance liability program, and shall be responsible for losses for which it is found liable. AGENDA ITEM #6. q) SPECIAL TERMS AND CONDITIONS CAPITAL STATE FUNDS 4 7. ORDER OF PRECEDENCE In the event of an inconsistency in this Contract, the inconsistency shall be resolved by giving precedence in the following order:  Applicable federal and state of Washington statutes and regulations  Special Terms and Conditions  General Terms and Conditions  Attachment A – Scope of Work  Attachment B – Budget AGENDA ITEM #6. q) GENERAL TERMS AND CONDITIONS CAPITAL STATE FUNDS 5 1. DEFINITIONS As used throughout this Contract, the following terms shall have the meaning set forth below: A. “Authorized Representative” shall mean the Director and/or the designee authorized in writing to act on the Director’s behalf. B. “COMMERCE” shall mean the Department of Commerce. C. “Contract” or “Agreement” means the entire written agreement between COMMERCE and the Contractor, including any Exhibits, documents, or materials incorporated by reference. E-mail or Facsimile transmission of a signed copy of this contract shall be the same as delivery of an original. D. "Contractor" shall mean the entity identified on the face sheet performing service(s) under this Contract, and shall include all employees and agents of the Contractor. E. “Personal Information” shall mean information identifiable to any person, including, but not limited to, information that relates to a person’s name, health, finances, education, business, use or receipt of governmental services or other activities, addresses, telephone numbers, social security numbers, driver license numbers, other identifying numbers, and any financial identifiers. F. ”State” shall mean the state of Washington. G. "Subcontractor" shall mean one not in the employment of the Contractor, who is performing all or part of those services under this Contract under a separate contract with the Contractor. The terms “subcontractor” and “subcontractors” mean subcontractor(s) in any tier. 2. ALLOWABLE COSTS Costs allowable under this Contract are actual expenditures according to an approved budget up to the maximum amount stated on the Contract Award or Amendment Face Sheet. 3. ALL WRITINGS CONTAINED HEREIN This Contract contains all the terms and conditions agreed upon by the parties. No other understandings, oral or otherwise, regarding the subject matter of this Contract shall be deemed to exist or to bind any of the parties hereto. 4. AMENDMENTS This Contract may be amended by mutual agreement of the parties. Such amendments shall not be binding unless they are in writing and signed by personnel authorized to bind each of the parties. 5. AMERICANS WITH DISABILITIES ACT (ADA) OF 1990, PUBLIC LAW 101-336, also referred to as the “ADA” 28 CFR Part 35 The Contractor must comply with the ADA, which provides comprehensive civil rights protection to individuals with disabilities in the areas of employment, public accommodations, state and local government services, and telecommunications. 6. APPROVAL This contract shall be subject to the written approval of COMMERCE’s Authorized Representative and shall not be binding until so approved. The contract may be altered, amended, or waived only by a written amendment executed by both parties. 7. ASSIGNMENT Neither this Contract, nor any claim arising under this Contract, shall be transferred or assigned by the Contractor without prior written consent of COMMERCE. 8. ATTORNEYS’ FEES Unless expressly permitted under another provision of the Contract, in the event of litigation or other action brought to enforce Contract terms, each party agrees to bear its own attorneys’ fees and costs. AGENDA ITEM #6. q) GENERAL TERMS AND CONDITIONS CAPITAL STATE FUNDS 6 9. CODE REQUIREMENTS All construction and rehabilitation projects must satisfy the requirements of applicable local, state, and federal building, mechanical, plumbing, fire, energy and barrier-free codes. Compliance with the Americans with Disabilities Act of 1990 28 C.F.R. Part 35 will be required, as specified by the local building Department. 10. CONFIDENTIALITY/SAFEGUARDING OF INFORMATION A. “Confidential Information” as used in this section includes: i. All material provided to the Contractor by COMMERCE that is designated as “confidential” by COMMERCE; ii. All material produced by the Contractor that is designated as “confidential” by COMMERCE; and iii. All personal information in the possession of the Contractor that may not be disclosed under state or federal law. “Personal information” includes but is not limited to information related to a person’s name, health, finances, education, business, use of government services, addresses, telephone numbers, social security number, driver’s license number and other identifying numbers, and “Protected Health Information” under the federal Health Insurance Portability and Accountability Act of 1996 (HIPAA). B. The Contractor shall comply with all state and federal laws related to the use, sharing, transfer, sale, or disclosure of Confidential Information. The Contractor shall use Confidential Information solely for the purposes of this Contract and shall not use, share, transfer, sell or disclose any Confidential Information to any third party except with the prior written consent of COMMERCE or as may be required by law. The Contractor shall take all necessary steps to assure that Confidential Information is safeguarded to prevent unauthorized use, sharing, transfer, sale or disclosure of Confidential Information or violation of any state or federal laws related thereto. Upon request, the Contractor shall provide COMMERCE with its policies and procedures on confidentiality. COMMERCE may require changes to such policies and procedures as they apply to this Contract whenever COMMERCE reasonably determines that changes are necessary to prevent unauthorized disclosures. The Contractor shall make the changes within the time period specified by COMMERCE. Upon request, the Contractor shall immediately return to COMMERCE any Confidential Information that COMMERCE reasonably determines has not been adequately protected by the Contractor against unauthorized disclosure. C. Unauthorized Use or Disclosure. The Contractor shall notify COMMERCE within five (5) working days of any unauthorized use or disclosure of any confidential information, and shall take necessary steps to mitigate the harmful effects of such use or disclosure. 11. CONFORMANCE If any provision of this contract violates any statute or rule of law of the state of Washington, it is considered modified to conform to that statute or rule of law. 12. CONFLICT OF INTEREST Notwithstanding any determination by the Executive Ethics Board or other tribunal, the COMMERCE may, in its sole discretion, by written notice to the CONTRACTOR terminate this contract if it is found after due notice and examination by COMMERCE that there is a violation of the Ethics in Public Service Act, Chapters 42.52 RCW and 42.23 RCW; or any similar statute involving the CONTRACTOR in the procurement of, or performance under this contract. Specific restrictions apply to contracting with current or former state employees pursuant to chapter 42.52 of the Revised Code of Washington. The CONTRACTOR and their subcontractor(s) must identify any person employed in any capacity by the state of Washington that worked on the (YOUR PROGRAM AGENDA ITEM #6. q) GENERAL TERMS AND CONDITIONS CAPITAL STATE FUNDS 7 NAME) including but not limited to formulating or drafting the legislation, participating in grant procurement planning and execution, awarding grants, and monitoring grants, during the 24 month period preceding the start date of this Grant. Identify the individual by name, the agency previously or currently employed by, job title or position held, and separation date. If it is determined by COMMERCE that a conflict of interest exists, the CONTRACTOR may be disqualified from further consideration for the award of a Grant. In the event this contract is terminated as provided above, COMMERCE shall be entitled to pursue the same remedies against the CONTRACTOR as it could pursue in the event of a breach of the contract by the CONTRACTOR. The rights and remedies of COMMERCE provided for in this clause shall not be exclusive and are in addition to any other rights and remedies provided by law. The existence of facts upon which COMMERCE makes any determination under this clause shall be an issue and may be reviewed as provided in the “Disputes” clause of this contract. 13. COPYRIGHT Unless otherwise provided, all Materials produced under this Contract shall be considered "works for hire" as defined by the U.S. Copyright Act and shall be owned by COMMERCE. COMMERCE shall be considered the author of such Materials. In the event the Materials are not considered “works for hire” under the U.S. Copyright laws, the Contractor hereby irrevocably assigns all right, title, and interest in all Materials, including all intellectual property rights, moral rights, and rights of publicity to COMMERCE effective from the moment of creation of such Materials. “Materials” means all items in any format and includes, but is not limited to, data, reports, documents, pamphlets, advertisements, books, magazines, surveys, studies, computer programs, films, tapes, and/or sound reproductions. “Ownership” includes the right to copyright, patent, register and the ability to transfer these rights. For Materials that are delivered under the Contract, but that incorporate pre-existing materials not produced under the Contract, the Contractor hereby grants to COMMERCE a nonexclusive, royalty- free, irrevocable license (with rights to sublicense to others) in such Materials to translate, reproduce, distribute, prepare derivative works, publicly perform, and publicly display. The Contractor warrants and represents that the Contractor has all rights and permissions, including intellectual property rights, moral rights and rights of publicity, necessary to grant such a license to COMMERCE. The Contractor shall exert all reasonable effort to advise COMMERCE, at the time of delivery of Materials furnished under this Contract, of all known or potential invasions of privacy contained therein and of any portion of such document which was not produced in the performance of this Contract. The Contractor shall provide COMMERCE with prompt written notice of each notice or claim of infringement received by the Contractor with respect to any Materials delivered under this Contract. COMMERCE shall have the right to modify or remove any restrictive markings placed upon the Materials by the Contractor. 14. DISALLOWED COSTS The Contractor is responsible for any audit exceptions or disallowed costs incurred by its own organization or that of its Subcontractors. 15. DISPUTES Except as otherwise provided in this Contract, when a dispute arises between the parties and it cannot be resolved by direct negotiation, either party may request a dispute hearing with the Director of COMMERCE, who may designate a neutral person to decide the dispute. The request for a dispute hearing must:  be in writing;  state the disputed issues;  state the relative positions of the parties;  state the Contractor's name, address, and Contract number; and AGENDA ITEM #6. q) GENERAL TERMS AND CONDITIONS CAPITAL STATE FUNDS 8  be mailed to the Director and the other party’s (respondent’s) Contract Representative within three (3) working days after the parties agree that they cannot resolve the dispute. The respondent shall send a written answer to the requestor’s statement to both the Director or the Director’s designee and the requestor within five (5) working days. The Director or designee shall review the written statements and reply in writing to both parties within ten (10) working days. The Director or designee may extend this period if necessary by notifying the parties. The decision shall not be admissible in any succeeding judicial or quasi-judicial proceeding. The parties agree that this dispute process shall precede any action in a judicial or quasi-judicial tribunal. Nothing in this Contract shall be construed to limit the parties’ choice of a mutually acceptable alternate dispute resolution (ADR) method in addition to the dispute hearing procedure outlined above. 16. DUPLICATE PAYMENT The Contractor certifies that work to be performed under this contract does not duplicate any work to be charged against any other contract, subcontract, or other source. 17. GOVERNING LAW AND VENUE This Contract shall be construed and interpreted in accordance with the laws of the state of Washington, and the venue of any action brought hereunder shall be in the Superior Court for Thurston County. 18. INDEMNIFICATION To the fullest extent permitted by law, the Contractor shall indemnify, defend, and hold harmless the state of Washington, COMMERCE, agencies of the state and all officials, agents and employees of the state, for, from and against all claims for injuries or death arising out of or resulting from the performance of the contract. “Claim” as used in this contract, means any financial loss, claim, suit, action, damage, or expense, including but not limited to attorney’s fees, attributable for bodily injury, sickness, disease, or death, or injury to or the destruction of tangible property including loss of use resulting therefrom. The Contractor’s obligation to indemnify, defend, and hold harmless includes any claim by Contractor’s agents, employees, representatives, or any subcontractor or its employees. The Contractor expressly agrees to indemnify, defend, and hold harmless the State for any claim arising out of or incident to the Contractor’s or any subcontractor’s performance or failure to perform the contract. Contractor’s obligation to indemnify, defend, and hold harmless the State shall not be eliminated or reduced by any actual or alleged concurrent negligence of State or its agents, agencies, employees and officials. The Contractor waives its immunity under Title 51 RCW to the extent it is required to indemnify, defend and hold harmless the state and its agencies, officers, agents or employees. 19. INDEPENDENT CAPACITY OF THE CONTRACTOR The parties intend that an independent contractor relationship will be created by this Contract. The Contractor and its employees or agents performing under this Contract are not employees or agents of the state of Washington or COMMERCE. The Contractor will not hold itself out as or claim to be an officer or employee of COMMERCE or of the state of Washington by reason hereof, nor will the Contractor make any claim of right, privilege or benefit which would accrue to such officer or employee under law. Conduct and control of the work will be solely with the Contractor. 20. INDUSTRIAL INSURANCE COVERAGE The Contractor shall comply with all applicable provisions of Title 51 RCW, Industrial Insurance. If the Contractor fails to provide industrial insurance coverage or fails to pay premiums or penalties on behalf of its employees as may be required by law, COMMERCE may collect from the Contractor the full AGENDA ITEM #6. q) GENERAL TERMS AND CONDITIONS CAPITAL STATE FUNDS 9 amount payable to the Industrial Insurance Accident Fund. COMMERCE may deduct the amount owed by the Contractor to the accident fund from the amount payable to the Contractor by COMMERCE under this Contract, and transmit the deducted amount to the Department of Labor and Industries, (L&I) Division of Insurance Services. This provision does not waive any of L&I’s rights to collect from the Contractor. 21. LAWS The Contractor shall comply with all applicable laws, ordinances, codes, regulations and policies of local, state, and federal governments, as now or hereafter amended. 22. LICENSING, ACCREDITATION AND REGISTRATION The Contractor shall comply with all applicable local, state, and federal licensing, accreditation and registration requirements or standards necessary for the performance of this Contract. 23. LIMITATION OF AUTHORITY Only the Authorized Representative or Authorized Representative’s designee by writing (designation to be made prior to action) shall have the express, implied, or apparent authority to alter, amend, modify, or waive any clause or condition of this Contract. 24. LOCAL PUBLIC TRANSPORTATION COORDINATION Where applicable, Contractor shall participate in local public transportation forums and implement strategies designed to ensure access to services. 25. NONCOMPLIANCE WITH NONDISCRIMINATION LAWS During the performance of this Contract, the Contractor shall comply with all federal, state, and local nondiscrimination laws, regulations and policies. In the event of the Contractor’s non-compliance or refusal to comply with any nondiscrimination law, regulation or policy, this contract may be rescinded, canceled or terminated in whole or in part, and the Contractor may be declared ineligible for further contracts with COMMERCE. The Contractor shall, however, be given a reasonable time in which to cure this noncompliance. Any dispute may be resolved in accordance with the “Disputes” procedure set forth herein. The funds provided under this contract may not be used to fund religious worship, exercise, or instruction. No person shall be required to participate in any religious worship, exercise, or instruction in order to have access to the facilities funded by this grant. 26. PAY EQUITY The Contractor agrees to ensure that “similarly employed” individuals in its workforce are compensated as equals, consistent with the following: a. Employees are “similarly employed” if the individuals work for the same employer, the performance of the job requires comparable skill, effort, and responsibility, and the jobs are performed under similar working conditions. Job titles alone are not determinative of whether employees are similarly employed; b. Contractor may allow differentials in compensation for its workers if the differentials are based in good faith and on any of the following: (i) A seniority system; a merit system; a system that measures earnings by quantity or quality of production; a bona fide job-related factor or factors; or a bona fide regional difference in compensation levels. (ii) A bona fide job-related factor or factors may include, but not be limited to, education, training, or experience that is: Consistent with business necessity; not based on or derived from a gender-based differential; and accounts for the entire differential. AGENDA ITEM #6. q) GENERAL TERMS AND CONDITIONS CAPITAL STATE FUNDS 10 (iii) A bona fide regional difference in compensation level must be: Consistent with business necessity; not based on or derived from a gender-based differential; and account for the entire differential. This Contract may be terminated by the Department, if the Department or the Department of Enterprise services determines that the Contractor is not in compliance with this provision. 27. POLITICAL ACTIVITIES Political activity of Contractor employees and officers are limited by the State Campaign Finances and Lobbying provisions of Chapter 42.17A RCW and the Federal Hatch Act, 5 USC 1501 - 1508. No funds may be used for working for or against ballot measures or for or against the candidacy of any person for public office. 28. PREVAILING WAGE LAW The Contractor certifies that all contractors and subcontractors performing work on the Project shall comply with state Prevailing Wages on Public Works, Chapter 39.12 RCW, as applicable to the Project funded by this contract, including but not limited to the filing of the “Statement of Intent to Pay Prevailing Wages” and “Affidavit of Wages Paid” as required by RCW 39.12.040. The Contractor shall maintain records sufficient to evidence compliance with Chapter 39.12 RCW, and shall make such records available for COMMERCE’s review upon request. 29. PROHIBITION AGAINST PAYMENT OF BONUS OR COMMISSION The funds provided under this Contract shall not be used in payment of any bonus or commission for the purpose of obtaining approval of the application for such funds or any other approval or concurrence under this Contract provided, however, that reasonable fees or bona fide technical consultant, managerial, or other such services, other than actual solicitation, are not hereby prohibited if otherwise eligible as project costs. 30. PUBLICITY The Contractor agrees not to publish or use any advertising or publicity materials in which the state of Washington or COMMERCE’s name is mentioned, or language used from which the connection with the state of Washington’s or COMMERCE’s name may reasonably be inferred or implied, without the prior written consent of COMMERCE. 31. RECAPTURE In the event that the Contractor fails to perform this contract in accordance with state laws, federal laws, and/or the provisions of this contract, COMMERCE reserves the right to recapture funds in an amount to compensate COMMERCE for the noncompliance in addition to any other remedies available at law or in equity. Repayment by the Contractor of funds under this recapture provision shall occur within the time period specified by COMMERCE. In the alternative, COMMERCE may recapture such funds from payments due under this contract. 32. RECORDS MAINTENANCE The Contractor shall maintain books, records, documents, data and other evidence relating to this contract and performance of the services described herein, including but not limited to accounting procedures and practices that sufficiently and properly reflect all direct and indirect costs of any nature expended in the performance of this contract. Contractor shall retain such records for a period of six years following the date of final payment. At no additional cost, these records, including materials generated under the contract, shall be subject at all AGENDA ITEM #6. q) GENERAL TERMS AND CONDITIONS CAPITAL STATE FUNDS 11 reasonable times to inspection, review or audit by COMMERCE, personnel duly authorized by COMMERCE, the Office of the State Auditor, and federal and state officials so authorized by law, regulation or agreement. If any litigation, claim or audit is started before the expiration of the six (6) year period, the records shall be retained until all litigation, claims, or audit findings involving the records have been resolved. 33. REGISTRATION WITH DEPARTMENT OF REVENUE If required by law, the Contractor shall complete registration with the Washington State Department of Revenue. 34. RIGHT OF INSPECTION At no additional cost all records relating to the Contractor’s performance under this Contract shall be subject at all reasonable times to inspection, review, and audit by COMMERCE, the Office of the State Auditor, and federal and state officials so authorized by law, in order to monitor and evaluate performance, compliance, and quality assurance under this Contract. The Contractor shall provide access to its facilities for this purpose. 35. SAVINGS In the event funding from state, federal, or other sources is withdrawn, reduced, or limited in any way after the effective date of this Contract and prior to normal completion, COMMERCE may suspend or terminate the Contract under the "Termination for Convenience" clause, without the ten business day notice requirement. In lieu of termination, the Contract may be amended to reflect the new funding limitations and conditions. 36. SEVERABILITY The provisions of this contract are intended to be severable. If any term or provision is illegal or invalid for any reason whatsoever, such illegality or invalidity shall not affect the validity of the remainder of the contract. 37. SUBCONTRACTING The Contractor may only subcontract work contemplated under this Contract if it obtains the prior written approval of COMMERCE. If COMMERCE approves subcontracting, the Contractor shall maintain written procedures related to subcontracting, as well as copies of all subcontracts and records related to subcontracts. For cause, COMMERCE in writing may: (a) require the Contractor to amend its subcontracting procedures as they relate to this Contract; (b) prohibit the Contractor from subcontracting with a particular person or entity; or (c) require the Contractor to rescind or amend a subcontract. Every subcontract shall bind the Subcontractor to follow all applicable terms of this Contract. The Contractor is responsible to COMMERCE if the Subcontractor fails to comply with any applicable term or condition of this Contract. The Contractor shall appropriately monitor the activities of the Subcontractor to assure fiscal conditions of this Contract. In no event shall the existence of a subcontract operate to release or reduce the liability of the Contractor to COMMERCE for any breach in the performance of the Contractor’s duties. Every subcontract shall include a term that COMMERCE and the State of Washington are not liable for claims or damages arising from a Subcontractor’s performance of the subcontract. 38. SURVIVAL The terms, conditions, and warranties contained in this Contract that by their sense and context are intended to survive the completion of the performance, cancellation or termination of this Contract shall so survive. AGENDA ITEM #6. q) GENERAL TERMS AND CONDITIONS CAPITAL STATE FUNDS 12 39. TAXES All payments accrued on account of payroll taxes, unemployment contributions, the Contractor’s income or gross receipts, any other taxes, insurance or expenses for the Contractor or its staff shall be the sole responsibility of the Contractor. 40. TERMINATION FOR CAUSE In the event COMMERCE determines the Contractor has failed to comply with the conditions of this contract in a timely manner, COMMERCE has the right to suspend or terminate this contract. Before suspending or terminating the contract, COMMERCE shall notify the Contractor in writing of the need to take corrective action. If corrective action is not taken within 30 calendar days, the contract may be terminated or suspended. In the event of termination or suspension, the Contractor shall be liable for damages as authorized by law including, but not limited to, any cost difference between the original contract and the replacement or cover contract and all administrative costs directly related to the replacement contract, e.g., cost of the competitive bidding, mailing, advertising and staff time. COMMERCE reserves the right to suspend all or part of the contract, withhold further payments, or prohibit the Contractor from incurring additional obligations of funds during investigation of the alleged compliance breach and pending corrective action by the Contractor or a decision by COMMERCE to terminate the contract. A termination shall be deemed a “Termination for Convenience” if it is determined that the Contractor: (1) was not in default; or (2) failure to perform was outside of his or her control, fault or negligence. The rights and remedies of COMMERCE provided in this contract are not exclusive and are, in addition to any other rights and remedies, provided by law. 41. TERMINATION FOR CONVENIENCE Except as otherwise provided in this Contract COMMERCE may, by ten (10) business days written notice, beginning on the second day after the mailing, terminate this Contract, in whole or in part. If this Contract is so terminated, COMMERCE shall be liable only for payment required under the terms of this Contract for services rendered or goods delivered prior to the effective date of termination. 42. TERMINATION PROCEDURES Upon termination of this contract, COMMERCE, in addition to any other rights provided in this contract, may require the Contractor to deliver to COMMERCE any property specifically produced or acquired for the performance of such part of this contract as has been terminated. The provisions of the "Treatment of Assets" clause shall apply in such property transfer. COMMERCE shall pay to the Contractor the agreed upon price, if separately stated, for completed work and services accepted by COMMERCE, and the amount agreed upon by the Contractor and COMMERCE for (i) completed work and services for which no separate price is stated, (ii) partially completed work and services, (iii) other property or services that are accepted by COMMERCE, and (iv) the protection and preservation of property, unless the termination is for default, in which case the Authorized Representative shall determine the extent of the liability of COMMERCE. Failure to agree with such determination shall be a dispute within the meaning of the "Disputes" clause of this contract. COMMERCE may withhold from any amounts due the Contractor such sum as the Authorized Representative determines to be necessary to protect COMMERCE against potential loss or liability. The rights and remedies of COMMERCE provided in this section shall not be exclusive and are in addition to any other rights and remedies provided by law or under this contract. After receipt of a notice of termination, and except as otherwise directed by the Authorized Representative, the Contractor shall: A. Stop work under the contract on the date, and to the extent specified, in the notice; AGENDA ITEM #6. q) GENERAL TERMS AND CONDITIONS CAPITAL STATE FUNDS 13 B. Place no further orders or subcontracts for materials, services, or facilities except as may be necessary for completion of such portion of the work under the contract that is not terminated; C. Assign to COMMERCE, in the manner, at the times, and to the extent directed by the Authorized Representative, all of the rights, title, and interest of the Contractor under the orders and subcontracts so terminated, in which case COMMERCE has the right, at its discretion, to settle or pay any or all claims arising out of the termination of such orders and subcontracts; D. Settle all outstanding liabilities and all claims arising out of such termination of orders and subcontracts, with the approval or ratification of the Authorized Representative to the extent the Authorized Representative may require, which approval or ratification shall be final for all the purposes of this clause; E. Transfer title to COMMERCE and deliver in the manner, at the times, and to the extent directed by the Authorized Representative any property which, if the contract had been completed, would have been required to be furnished to COMMERCE; F. Complete performance of such part of the work as shall not have been terminated by the Authorized Representative; and G. Take such action as may be necessary, or as the Authorized Representative may direct, for the protection and preservation of the property related to this contract, which is in the possession of the Contractor and in which COMMERCE has or may acquire an interest. 43. TREATMENT OF ASSETS Title to all property furnished by COMMERCE shall remain in COMMERCE. Title to all property furnished by the Contractor, for the cost of which the Contractor is entitled to be reimbursed as a direct item of cost under this contract, shall pass to and vest in COMMERCE upon delivery of such property by the Contractor. Title to other property, the cost of which is reimbursable to the Contractor under this contract, shall pass to and vest in COMMERCE upon (i) issuance for use of such property in the performance of this contract, or (ii) commencement of use of such property in the performance of this contract, or (iii) reimbursement of the cost thereof by COMMERCE in whole or in part, whichever first occurs. A. Any property of COMMERCE furnished to the Contractor shall, unless otherwise provided herein or approved by COMMERCE, be used only for the performance of this contract. B. The Contractor shall be responsible for any loss or damage to property of COMMERCE that results from the negligence of the Contractor or which results from the failure on the part of the Contractor to maintain and administer that property in accordance with sound management practices. C. If any COMMERCE property is lost, destroyed or damaged, the Contractor shall immediately notify COMMERCE and shall take all reasonable steps to protect the property from further damage. D. The Contractor shall surrender to COMMERCE all property of COMMERCE prior to settlement upon completion, termination or cancellation of this contract All reference to the Contractor under this clause shall also include Contractor’s employees, agents or Subcontractors. 44. WAIVER Waiver of any default or breach shall not be deemed to be a waiver of any subsequent default or breach. Any waiver shall not be construed to be a modification of the terms of this Contract unless stated to be such in writing and signed by Authorized Representative of COMMERCE. AGENDA ITEM #6. q) Attachment A 14 Scope of Work Per Washington state capital budget SSB 1080 Sec 1074, (Laws of 2021): Reimburse waived system development charges totaling $296,100 for the Sunset Gardens housing project that serves and benefits low-income households. Jurisdiction must have an adopted fee waiver program, and documentation that the fees have been waived for affordable housing by each provider for water, sewer, and stormwater, in accordance with the budget. AGENDA ITEM #6. q) Attachment B 15 Budget Waived System Development Charges for Water City of Renton $178,600 Waived System Development Charges for Sewer City of Renton/King County $115,500 Waived System Development Charges for Stormwater City of Renton $ 2,000 Total Waived System Development Charges $296,100 AGENDA ITEM #6. q) 1  CITY OF RENTON, WASHINGTON    ORDINANCE NO. ________    AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, AMENDING THE 2022  CITY OF RENTON SALARY TABLE TO IMPLEMENT AN AUTHORIZED  REORGANIZATION OF THE COMMUNITY AND ECONOMIC DEVELOPMENT  DEPARTMENT TO ADD A NEW POSITION, PROVIDING FOR SEVERABILITY, AND  ESTABLISHING AN EFFECTIVE DATE.     WHEREAS, the City Council has approved changes in compensation that impact the City  of Renton Salary Table for 2022 to implement an authorized reorganization of the Community  and Economic Development Department; and  WHEREAS, the City Council desires to amend the 2022 City of Renton Salary Table to  incorporate the changes in compensation related to the reorganization;  NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO  ORDAIN AS FOLLOWS:  SECTION I. The City Council hereby adopts the amended 2022 City of Renton Salary  Table, attached hereto and incorporated by this reference as Exhibit A.   SECTION II. The Salary Table is intended to be consistent with all applicable collective  bargaining agreements. In the event of conflicts, applicable collective bargaining agreement(s)  control.  SECTION III. If any section, subsection, sentence, clause, phrase, or word of this  ordinance should be held to be invalid or unconstitutional by a court or competent jurisdiction,  such invalidity or unconstitutionality thereof shall not affect the constitutionality of any other  section, subsection, sentence, clause, phrase, or word of this ordinance.  AGENDA ITEM # 8. a) ORDINANCE NO. ________  2  SECTION IV. This ordinance shall be in full force and effect five (5) days after publication  of a summary of this ordinance in the City’s official newspaper.  The published summary shall  consist of this ordinance’s title. Once effective, the amended Salary Table shall remain in effect  until changes are authorized by the City Council.  PASSED BY THE CITY COUNCIL this ______ day of _____________________, 2022.        ______________________________  Jason A. Seth, City Clerk      APPROVED BY THE MAYOR this ______ day of _____________________, 2022.        ______________________________   Armondo Pavone, Mayor             Approved as to form:      ______________________________  Shane Moloney, City Attorney    ORD‐CED.2232:8/8/22     AGENDA ITEM # 8. a) ORDINANCE NO. ________  3          EXHIBIT A  2022 CITY OF RENTON SALARY TABLE          AGENDA ITEM # 8. a) COLA 6% Grade Code Position Title Monthly Annual Monthly Annual e10 1030 Mayor (1) 15,963 191,556 15,963 191,556 e09 1005 City Council President (2)(7)2,050 24,600   e09 1000 City Council Members (2) 1,750 21,000   e08 11,021 132,252 11,581 138,972 12,165 145,980 12,780 153,360 13,425 161,100 e11 1020 Municipal Court Judge (6) 15,051 180,614 15,051 180,614 Salary effective July 2020 ‐ June 30, 2022 Salary is 95% of District Court Judge Salary m53 1035 Chief Administrative Officer (3) 14,459 173,508 15,196 182,352 15,963 191,556 16,768 201,216 17,609 211,308 m52 14,105 169,260 14,819 177,828 15,576 186,912 16,364 196,368 17,182 206,184 m51 13,762 165,144 14,459 173,508 15,196 182,352 15,963 191,556 16,768 201,216 m50 13,425 161,100 14,105 169,260 14,819 177,828 15,576 186,912 16,364 196,368 m49 1400 City Attorney (3) 13,102 157,224 13,762 165,144 14,459 173,508 15,196 182,352 15,963 191,556 m49 1109 Parks & Recreation Administrator (3) 13,102 157,224 13,762 165,144 14,459 173,508 15,196 182,352 15,963 191,556 m49 1105 Community & Economic Development Administrato 13,102 157,224 13,762 165,144 14,459 173,508 15,196 182,352 15,963 191,556 m49 1036 Deputy Chief Administrative Officer (3) 13,102 157,224 13,762 165,144 14,459 173,508 15,196 182,352 15,963 191,556 m49 1101 Finance Administrator (3) 13,102 157,224 13,762 165,144 14,459 173,508 15,196 182,352 15,963 191,556 m49 1107 Equity, Housing & Human Services Administrator (3)13,102 157,224 13,762 165,144 14,459 173,508 15,196 182,352 15,963 191,556 m49 1104 Human Resources & Risk Mgmt Administrator (3) 13,102 157,224 13,762 165,144 14,459 173,508 15,196 182,352 15,963 191,556 m49 1110 Judicial Administrative Officer 13,102 157,224 13,762 165,144 14,459 173,508 15,196 182,352 15,963 191,556 m49 1103 Public Works Administrator (3) 13,102 157,224 13,762 165,144 14,459 173,508 15,196 182,352 15,963 191,556 m49 1201 Police Chief (3) 13,102 157,224 13,762 165,144 14,459 173,508 15,196 182,352 15,963 191,556 m48 12,780 153,360 13,425 161,100 14,105 169,260 14,819 177,828 15,576 186,912 m47 12,470 149,640 13,102 157,224 13,762 165,144 14,459 173,508 15,196 182,352 m46 1535 Police Deputy Chief (4) 12,165 145,980 12,780 153,360 13,425 161,100 14,105 169,260 14,819 177,828 m46 1405 Prosecution Director 12,165 145,980 12,780 153,360 13,425 161,100 14,105 169,260 14,819 177,828 m45 11,869 142,428 12,470 149,640 13,102 157,224 13,762 165,144 14,459 173,508 m44 11,581 138,972 12,165 145,980 12,780 153,360 13,425 161,100 14,105 169,260 m43 11,295 135,540 11,869 142,428 12,470 149,640 13,102 157,224 13,762 165,144 m42 1401 Sr Assistant City Attorney 11,021 132,252 11,581 138,972 12,165 145,980 12,780 153,360 13,425 161,100 m41 1212 Information Technology Director 10,754 129,048 11,295 135,540 11,869 142,428 12,470 149,640 13,102 157,224 m40 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 12,780 153,360 m39 10,236 122,832 10,754 129,048 11,295 135,540 11,869 142,428 12,470 149,640 m38 2178 Airport Director 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 m38 2011 City Clerk/Public Records Officer 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 m38 1204 Communications & Engagement Director 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 m38 2373 Development Engineering Director 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 m38 1575 Development Services Director 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 m38 1501 Economic Development Director 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 2022 CITY OF RENTON SALARY TABLE NON‐REPRESENTED Effective March 1, 2022 STEP A STEP B STEP C STEP D STEP E ELECTED OFFICIALS MANAGEMENT & SUPERVISORY (NON‐UNION) AGENDA ITEM # 8. a) COLA 6% Grade Code Position Title Monthly Annual Monthly Annual 2022 CITY OF RENTON SALARY TABLE NON‐REPRESENTED Effective March 1, 2022 STEP A STEP B STEP C STEP D STEP E m38 2044 Emergency Management Director 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 m38 1207 Facilities Director 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 m38 1210 Fiscal Services Director 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 m38 2463 HR Labor Relations & Compensation Manager 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 m38 1406 Lead Prosecutor 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 m38 1571 Maintenance Services Director 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 m38 8084 Parks and Trails Director 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 m38 1208 Parks Planning and Natural Resources Director 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 m38 1502 Planning Director 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 m38 2031 Police Commander (5)9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 m38 1214 Recreation Director 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 m38 1570 Utility Systems Director 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 m38 1572 Transportation Systems Director 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 12,165 145,980 m37 2148 Application Support Manager 9,746 116,952 10,236 122,832 10,754 129,048 11,295 135,540 11,869 142,428 m37 2175 ITS and Maintenance Manager 9,746 116,952 10,236 122,832 10,754 129,048 11,295 135,540 11,869 142,428 m37 2176 Transportation Design Manager 9,746 116,952 10,236 122,832 10,754 129,048 11,295 135,540 11,869 142,428 m37 2075 Transportation Operations Manager 9,746 116,952 10,236 122,832 10,754 129,048 11,295 135,540 11,869 142,428 m37 2177 Transportation Planning Manager 9,746 116,952 10,236 122,832 10,754 129,048 11,295 135,540 11,869 142,428 m37 2172 Utility Engineering Manager 9,746 116,952 10,236 122,832 10,754 129,048 11,295 135,540 11,869 142,428 m36 2024 9,506 114,072 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 m36 2021 9,506 114,072 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 m36 2073 9,506 114,072 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 m36 2501 9,506 114,072 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 m36 2020 9,506 114,072 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 m36 Construction Engineering Manager Current Planning Manager Development Engineering Manager Economic Development Assistant Director Long Range Planning Manager Redevelopment Manager 9,506 114,072 9,987 119,844 10,493 125,916 11,021 132,252 11,581 138,972 m35 1402 Assistant City Attorney 9,272 111,264 9,746 116,952 10,236 122,832 10,754 129,048 11,295 135,540 m34 2462 Human Resources Benefits Manager 9,042 108,504 9,506 114,072 9,987 119,844 10,493 125,916 11,021 132,252 m34 2413 Network Systems Manager 9,042 108,504 9,506 114,072 9,987 119,844 10,493 125,916 11,021 132,252 m34 2460 Organizational Development  Manager 9,042 108,504 9,506 114,072 9,987 119,844 10,493 125,916 11,021 132,252 m34 2409 Risk Manager 9,042 108,504 9,506 114,072 9,987 119,844 10,493 125,916 11,021 132,252 m33 5015 Budget & Accounting Manager 8,825 105,900 9,272 111,264 9,746 116,952 10,236 122,832 10,754 129,048 m33 1578 Community Development & Housing Manager 8,825 105,900 9,272 111,264 9,746 116,952 10,236 122,832 10,754 129,048 m33 2379 Sustainability & Solid Waste Manager *8,825 105,900 9,272 111,264 9,746 116,952 10,236 122,832 10,754 129,048 m33 3072 Water Maintenance Manager 8,825 105,900 9,272 111,264 9,746 116,952 10,236 122,832 10,754 129,048 m32 4480 Capital Projects Manager 8,609 103,308 9,042 108,504 9,506 114,072 9,987 119,844 10,493 125,916 m32 1577 Economic Development Manager 8,609 103,308 9,042 108,504 9,506 114,072 9,987 119,844 10,493 125,916 m32 3073 Fleet Manager 8,609 103,308 9,042 108,504 9,506 114,072 9,987 119,844 10,493 125,916 m32 4470 Parks Planning Manager 8,609 103,308 9,042 108,504 9,506 114,072 9,987 119,844 10,493 125,916 m32 3071 Street Maintenance Manager 8,609 103,308 9,042 108,504 9,506 114,072 9,987 119,844 10,493 125,916 m32 3083 Urban Forestry and Natural Resources Manager 8,609 103,308 9,042 108,504 9,506 114,072 9,987 119,844 10,493 125,916 m32 3070 Waste Water/Special Operations Manager 8,609 103,308 9,042 108,504 9,506 114,072 9,987 119,844 10,493 125,916 m31 3086 Facilities Manager 8,401 100,812 8,825 105,900 9,272 111,264 9,746 116,952 10,236 122,832 m31 8010 Parks Maintenance Manager 8,401 100,812 8,825 105,900 9,272 111,264 9,746 116,952 10,236 122,832 m30 2407 GIS Manager 8,196 98,352 8,609 103,308 9,042 108,504 9,506 114,072 9,987 119,844 m30 2033 Police Manager 8,196 98,352 8,609 103,308 9,042 108,504 9,506 114,072 9,987 119,844 m29 2202 Communications Manager 7,990 95,880 8,401 100,812 8,825 105,900 9,272 111,264 9,746 116,952 m29 3084 Golf Course Manager 7,990 95,880 8,401 100,812 8,825 105,900 9,272 111,264 9,746 116,952 m29 1522 Human Services Manager 7,990 95,880 8,401 100,812 8,825 105,900 9,272 111,264 9,746 116,952 m29 1404 Prosecuting Attorney 7,990 95,880 8,401 100,812 8,825 105,900 9,272 111,264 9,746 116,952 m29 2087 Recreation Manager 7,990 95,880 8,401 100,812 8,825 105,900 9,272 111,264 9,746 116,952 m28 6031 Financial Operations Manager 7,803 93,636 8,196 98,352 8,609 103,308 9,042 108,504 9,506 114,072 AGENDA ITEM # 8. a) COLA 6% Grade Code Position Title Monthly Annual Monthly Annual 2022 CITY OF RENTON SALARY TABLE NON‐REPRESENTED Effective March 1, 2022 STEP A STEP B STEP C STEP D STEP E m28 5254 Permit Services Manager 7,803 93,636 8,196 98,352 8,609 103,308 9,042 108,504 9,506 114,072 m28 1116 Tax & Licensing Manager 7,803 93,636 8,196 98,352 8,609 103,308 9,042 108,504 9,506 114,072 m27 3011 Enterprise Content Manager 7,611 91,332 7,990 95,880 8,401 100,812 8,825 105,900 9,272 111,264 m27 1310 Grants Program Manager ** 7,611 91,332 7,990 95,880 8,401 100,812 8,825 105,900 9,272 111,264 m27 2578 Housing Programs Manager 7,611 91,332 7,990 95,880 8,401 100,812 8,825 105,900 9,272 111,264 m26 7,425 89,100 7,803 93,636 8,196 98,352 8,609 103,308 9,042 108,504 m25 2086 Head Golf Professional 7,244 86,928 7,611 91,332 7,990 95,880 8,401 100,812 8,825 105,900 m25 2562 Senior Benefits Analyst 7,244 86,928 7,611 91,332 7,990 95,880 8,401 100,812 8,825 105,900 m25 2563 Senior Employee Relations Analyst 7,244 86,928 7,611 91,332 7,990 95,880 8,401 100,812 8,825 105,900 m25 2410 Senior Finance Analyst 7,244 86,928 7,611 91,332 7,990 95,880 8,401 100,812 8,825 105,900 m25 2561 Senior Risk Analyst 7,244 86,928 7,611 91,332 7,990 95,880 8,401 100,812 8,825 105,900 m25 2380 Solid Waste Program Manager *** 7,244 86,928 7,611 91,332 7,990 95,880 8,401 100,812 8,825 105,900 m24 5112 Deputy City Clerk/Public Records Officer 7,071 84,852 7,425 89,100 7,803 93,636 8,196 98,352 8,609 103,308 m23 3562 Benefits Analyst 6,891 82,692 7,244 86,928 7,611 91,332 7,990 95,880 8,401 100,812 m23 3563 Employee Relations Analyst 6,891 82,692 7,244 86,928 7,611 91,332 7,990 95,880 8,401 100,812 m23 2080 Recreation Supervisor 6,891 82,692 7,244 86,928 7,611 91,332 7,990 95,880 8,401 100,812 m23 2461 Risk Analyst 6,891 82,692 7,244 86,928 7,611 91,332 7,990 95,880 8,401 100,812 m22 2404 Community Events Coordinator 6,729 80,748 7,071 84,852 7,425 89,100 7,803 93,636 8,196 98,352 m22 1510 Court Services Supervisor 6,729 80,748 7,071 84,852 7,425 89,100 7,803 93,636 8,196 98,352 m22 3461 Employee Health & Safety Coordinator 6,729 80,748 7,071 84,852 7,425 89,100 7,803 93,636 8,196 98,352 m22 8007 Golf Course Supervisor 6,729 80,748 7,071 84,852 7,425 89,100 7,803 93,636 8,196 98,352 m22 2091 Museum Manager 6,729 80,748 7,071 84,852 7,425 89,100 7,803 93,636 8,196 98,352 m21 2218 Tax & Licensing Auditor, Senior 6,562 78,744 6,891 82,692 7,244 86,928 7,611 91,332 7,990 95,880 m20 6,402 76,824 6,729 80,748 7,071 84,852 7,425 89,100 7,803 93,636 m19 6150 City Council Liaison 6,249 74,988 6,562 78,744 6,891 82,692 7,244 86,928 7,611 91,332 m19 6103 Executive Assistant 6,249 74,988 6,562 78,744 6,891 82,692 7,244 86,928 7,611 91,332 m18 5416 Payroll Technician 3 6,092 73,104 6,402 76,824 6,729 80,748 7,071 84,852 7,425 89,100 m17 5000 Legal Analyst 5,947 71,364 6,249 74,988 6,562 78,744 6,891 82,692 7,244 86,928 n16 multiple Administrative Assistants (All Depts) 5,778 69,336 6,070 72,840 6,367 76,404 6,695 80,340 7,029 84,348 n16 5118 Finance Analyst 3 5,778 69,336 6,070 72,840 6,367 76,404 6,695 80,340 7,029 84,348 n16 2217 Tax & Licensing Auditor 2 5,778 69,336 6,070 72,840 6,367 76,404 6,695 80,340 7,029 84,348 n15  5,628 67,536 5,919 71,028 6,216 74,592 6,532 78,384 6,866 82,392 n14 5,496 65,952 5,778 69,336 6,070 72,840 6,367 76,404 6,695 80,340 n13 5115 Finance Analyst 2 5,360 64,320 5,628 67,536 5,919 71,028 6,216 74,592 6,532 78,384 n13 2662 Human Resources Specialist 5,360 64,320 5,628 67,536 5,919 71,028 6,216 74,592 6,532 78,384 n13 5032 Payroll Technician 2 5,360 64,320 5,628 67,536 5,919 71,028 6,216 74,592 6,532 78,384 n13 2216 Tax & Licensing Auditor 1 5,360 64,320 5,628 67,536 5,919 71,028 6,216 74,592 6,532 78,384 n12 5,234 62,808 5,496 65,952 5,778 69,336 6,070 72,840 6,367 76,404 n11 2488 Assistant Golf Professional 5,102 61,224 5,360 64,320 5,628 67,536 5,919 71,028 6,216 74,592 n10 5114 Finance Analyst 1 4,980 59,760 5,234 62,808 5,496 65,952 5,778 69,336 6,070 72,840 n10 5216 Payroll Technician 1 4,980 59,760 5,234 62,808 5,496 65,952 5,778 69,336 6,070 72,840 NON‐UNION (CLERICAL, OTHER) AGENDA ITEM # 8. a) COLA 6% Grade Code Position Title Monthly Annual Monthly Annual 2022 CITY OF RENTON SALARY TABLE NON‐REPRESENTED Effective March 1, 2022 STEP A STEP B STEP C STEP D STEP E n09 4,861 58,332 5,102 61,224 5,360 64,320 5,628 67,536 5,919 71,028 n08 4,739 56,868 4,980 59,760 5,234 62,808 5,496 65,952 5,778 69,336 n07 4,625 55,500 4,861 58,332 5,102 61,224 5,360 64,320 5,628 67,536 n06 4,510 54,120 4,739 56,868 4,980 59,760 5,234 62,808 5,496 65,952 n05 4,401 52,812 4,625 55,500 4,861 58,332 5,102 61,224 5,360 64,320 n04 4,296 51,552 4,510 54,120 4,739 56,868 4,980 59,760 5,234 62,808 n03 4,195 50,340 4,401 52,812 4,625 55,500 4,861 58,332 5,102 61,224 n02 4,093 49,116 4,296 51,552 4,510 54,120 4,739 56,868 4,980 59,760 n01 5138 Office Specialist 3,998 47,976 4,195 50,340 4,401 52,812 4,625 55,500 4,861 58,332 * New Position effective June 16, 2022 ** Existing Position inadvertently omitted from previous salary table, salary effective March 1, 2022 *** Retitled Position Effective June 16, 2022 $6,638 Completion of 5 Yrs Completion of 10 Yrs Completion of 15 Yrs Completion of 20 Yrs Completion of 25 Yrs Completion of 30 Yrs (1) In addition to salary receives annual car allowance of $4800 or use of a city vehicle. (2) (3) Not eligible for Longevity/Education or Uniform Allowance (4) Not eligible for Longevity/Education or Uniform Allowance Eligible for 3% cash premium or 3% into deferred compensation per employee's discretion for passing physical fitness. (5)Receive Education/Longevity & Uniform Allowance based on Union Contract. Eligible for 3% deferred compensation for passing physical fitness. Eligible for P2 paid job injury leave based on Union Contract. (6) 4 year term  (7) Council president to be paid $300/month above council members salary. 2% Step a14E $133 per month NON‐REPRESENTED LONGEVITY PAY as of 1/1/2021 Step a14, E = 3% Step a14E $199 per month 4% Step a14E $266 per month for Management and Non‐Represented employees; except for CAO receives 11% per year. 5% Step a14E $332 per month 6% Step a14E $398 per month 7% Step a14E $465 per month Council members salary set per Salary Commission effective 4/1/20.  Council receives 2% of salary for deferred comp.  If members are  prohibited from participating in PERS, they receive an extra 1.4 % of salary for deferred compensation.   The City contributes 4% of employee's base wage per year to a deferred compensation account  AGENDA ITEM # 8. a) COLA 6.0% Grade Code Position Title Monthly Annual Monthly Annual a40 10,331 123,972 10,847 130,164 11,397 136,764 11,976 143,712 12,580 150,960 a39 10,097 121,164 10,598 127,176 11,118 133,416 11,683 140,196 12,275 147,300 ‐ a38 9,839 118,068 10,331 123,972 10,847 130,164 11,397 136,764 11,976 143,712 a37 9,613 115,356 10,097 121,164 10,598 127,176 11,118 133,416 11,683 140,196 a36 2428 Principal Civil Engineer 9,369 112,428 9,839 118,068 10,331 123,972 10,847 130,164 11,397 136,764 a35 9,145 109,740 9,613 115,356 10,097 121,164 10,598 127,176 11,118 133,416 a34 8,922 107,064 9,369 112,428 9,839 118,068 10,331 123,972 10,847 130,164 a33 2475 Civil Engineer 3 8,707 104,484 9,145 109,740 9,613 115,356 10,097 121,164 10,598 127,176 a33 2431 Structural Plans Examiner 8,707 104,484 9,145 109,740 9,613 115,356 10,097 121,164 10,598 127,176 a32 2425 Utility/GIS Engineer 8,496 101,952 8,922 107,064 9,369 112,428 9,839 118,068 10,331 123,972 a31 2078 Assistant Airport Manager 8,282 99,384 8,707 104,484 9,145 109,740 9,613 115,356 10,097 121,164 a31 2022 Principal Planner 8,282 99,384 8,707 104,484 9,145 109,740 9,613 115,356 10,097 121,164 a30 2512 Client Technology Sys & Support Super. 8,084 97,008 8,496 101,952 8,922 107,064 9,369 112,428 9,839 118,068 a30 2474 Civil Engineer 2 8,084 97,008 8,496 101,952 8,922 107,064 9,369 112,428 9,839 118,068 a29 2570 Program Development Coordinator 2 7,887 94,644 8,282 99,384 8,707 104,484 9,145 109,740 9,613 115,356 a29 2451 Senior Systems Analyst 7,887 94,644 8,282 99,384 8,707 104,484 9,145 109,740 9,613 115,356 a28 2422 Senior Planner 7,692 92,304 8,084 97,008 8,496 101,952 8,922 107,064 9,369 112,428 a28 2480 Capital Project Coordinator 7,692 92,304 8,084 97,008 8,496 101,952 8,922 107,064 9,369 112,428 a28 2416 Senior Network Systems Specialist 7,692 92,304 8,084 97,008 8,496 101,952 8,922 107,064 9,369 112,428 a27 2452 Senior Business Systems Analyst 7,506 90,072 7,887 94,644 8,282 99,384 8,707 104,484 9,145 109,740 a26 2473 Civil Engineer I 7,321 87,852 7,692 92,304 8,084 97,008 8,496 101,952 8,922 107,064 a26 2506 GIS Analyst 3 7,321 87,852 7,692 92,304 8,084 97,008 8,496 101,952 8,922 107,064 a26 2417 Systems Analyst 7,321 87,852 7,692 92,304 8,084 97,008 8,496 101,952 8,922 107,064 a26 3473 Water Utilities Maintenance Supervisor 7,321 87,852 7,692 92,304 8,084 97,008 8,496 101,952 8,922 107,064 a25 2481 Facilities Coordinator 7,143 85,716 7,506 90,072 7,887 94,644 8,282 99,384 8,707 104,484 a25 3484 Lead Electrical/Ctrl Systems Technician 7,143 85,716 7,506 90,072 7,887 94,644 8,282 99,384 8,707 104,484 a25 2470 Program Development Coordinator 1 7,143 85,716 7,506 90,072 7,887 94,644 8,282 99,384 8,707 104,484 a25 2170 Property Services Agent 7,143 85,716 7,506 90,072 7,887 94,644 8,282 99,384 8,707 104,484 a25 8179 Signal/Electronic Systems Supervisor 7,143 85,716 7,506 90,072 7,887 94,644 8,282 99,384 8,707 104,484 a24 2420 Database Technician 6,970 83,640 7,321 87,852 7,692 92,304 8,084 97,008 8,496 101,952 a24 3450 Lead Building Inspector 6,970 83,640 7,321 87,852 7,692 92,304 8,084 97,008 8,496 101,952 a24 2430 Lead Code Compliance Inspector 6,970 83,640 7,321 87,852 7,692 92,304 8,084 97,008 8,496 101,952 a24 3469 Lead Construction Engineering Inspector 6,970 83,640 7,321 87,852 7,692 92,304 8,084 97,008 8,496 101,952 a24 2403 Senior Economic Development Specialist 6,970 83,640 7,321 87,852 7,692 92,304 8,084 97,008 8,496 101,952 a24 2419 Network Systems Specialist 6,970 83,640 7,321 87,852 7,692 92,304 8,084 97,008 8,496 101,952 2022 CITY OF RENTON SALARY TABLE  AFSCME, Local 2170 Effective January 1, 2022 STEP ASTEP BSTEP CSTEP DSTEP E AGENDA ITEM # 8. a) COLA 6.0% Grade Code Position Title Monthly Annual Monthly Annual 2022 CITY OF RENTON SALARY TABLE  AFSCME, Local 2170 Effective January 1, 2022 STEP ASTEP BSTEP CSTEP DSTEP E a24 2476 Transportation Planner 6,970 83,640 7,321 87,852 7,692 92,304 8,084 97,008 8,496 101,952 a23 8475 Airport Ops & Maintenance Supervisor 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 8,282 99,384 a23 2429 Building Plan Reviewer 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 8,282 99,384 a23 2421 Business Systems Analyst 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 8,282 99,384 a23 2472 Engineering Specialist 3 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 8,282 99,384 a23 2505 GIS Analyst 2 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 8,282 99,384 a23 8175 Pavement Management Technician 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 8,282 99,384 a23 2450 Plan Reviewer 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 8,282 99,384 a23 2484 Property Services Specialist 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 8,282 99,384 a23 8001 Street Maintenance Services Supervisor 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 8,282 99,384 a23 8002 Waste Water Maint. Services Supervisor 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 8,282 99,384 a23 8000 Water Maintenance Services Supervisor 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 8,282 99,384 a22 5197 Neighborhood Program Coordinator 6,638 79,656 6,970 83,640 7,321 87,852 7,692 92,304 8,084 97,008 a22 5002 Senior Paralegal 6,638 79,656 6,970 83,640 7,321 87,852 7,692 92,304 8,084 97,008 a22 6129 Utility Accounts Supervisor 6,638 79,656 6,970 83,640 7,321 87,852 7,692 92,304 8,084 97,008 a21 2424 Associate Planner 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 a21 3452 Building Inspector/Combination 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 a21 3451 Building Inspector/Electrical 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 a21 2016 Case Manager 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 a21 2427 Code Compliance Inspector 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 a21 2200 Communications Specialist 2 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 a21 3472 Construction Engineering Inspector 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 a21 8008 Custodial Maintenance Supervisor 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 a21 5130 Emergency Management Coordinator 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 a21 3089 Facilities Supervisor 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 a21 5111 GIS Analyst 1 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 a21 8006 Parks Maintenance Supervisor 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 a21 3483 Signal/Electronics Systems Technician 3 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 a21 8004 Traffic Signage & Marking Supervisor 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 a21 8011 Water Meter Tech. Services Supervisor 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 7,887 94,644 a20 2079 Business Coordinator ‐ Airport 6,313 75,756 6,638 79,656 6,970 83,640 7,321 87,852 7,692 92,304 a20 2402 Economic Development Specialist 6,313 75,756 6,638 79,656 6,970 83,640 7,321 87,852 7,692 92,304 a20 2487 Housing Repair Coordinator 6,313 75,756 6,638 79,656 6,970 83,640 7,321 87,852 7,692 92,304 a20 2489 Human Services Coordinator 6,313 75,756 6,638 79,656 6,970 83,640 7,321 87,852 7,692 92,304 a19 6128 Accounting Supervisor 6,158 73,896 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 a19 2612 Client Technology Services Specialist 2 6,158 73,896 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 a19 7182 Electrical Technician 6,158 73,896 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 a19 3453 Energy Plans Reviewer 6,158 73,896 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 a19 2471 Engineering Specialist 2 6,158 73,896 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 a19 3485 HVAC Systems Technician 6,158 73,896 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 a19 7172 Lead Vehicle & Equipment Mechanic 6,158 73,896 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 a19 8178 Water Utility Instr./SCADA Technician 6,158 73,896 6,471 77,652 6,802 81,624 7,143 85,716 7,506 90,072 a18 3456 Development Services Representative 6,013 72,156 6,313 75,756 6,638 79,656 6,970 83,640 7,321 87,852 a18 5195 Farmers Market Coordinator 6,013 72,156 6,313 75,756 6,638 79,656 6,970 83,640 7,321 87,852 a18 2015 Probation Officer 6,013 72,156 6,313 75,756 6,638 79,656 6,970 83,640 7,321 87,852 AGENDA ITEM # 8. a) COLA 6.0% Grade Code Position Title Monthly Annual Monthly Annual 2022 CITY OF RENTON SALARY TABLE  AFSCME, Local 2170 Effective January 1, 2022 STEP ASTEP BSTEP CSTEP DSTEP E a18 2083 Recreation Program Coordinator 6,013 72,156 6,313 75,756 6,638 79,656 6,970 83,640 7,321 87,852 a18 2381 Senior Sustainability  Specialist* 6,013 72,156 6,313 75,756 6,638 79,656 6,970 83,640 7,321 87,852 a17 2423 Assistant Planner 5,863 70,356 6,158 73,896 6,471 77,652 6,802 81,624 7,143 85,716 a17 8374 Maintenance Buyer 5,863 70,356 6,158 73,896 6,471 77,652 6,802 81,624 7,143 85,716 a17 5001 Paralegal 5,863 70,356 6,158 73,896 6,471 77,652 6,802 81,624 7,143 85,716 a17 5012 Public Records Specialist 5,863 70,356 6,158 73,896 6,471 77,652 6,802 81,624 7,143 85,716 a17 3482 Signal/Electronics Systems Technician 2 5,863 70,356 6,158 73,896 6,471 77,652 6,802 81,624 7,143 85,716 a17 3470 Water Quality/Treatment Plant Operator 5,863 70,356 6,158 73,896 6,471 77,652 6,802 81,624 7,143 85,716 a17 2205 Digital Communications Specialist 5,863 70,356 6,158 73,896 6,471 77,652 6,802 81,624 7,143 85,716 a16 8284 Lead Golf Course Maintenance Worker 5,726 68,712 6,013 72,156 6,313 75,756 6,638 79,656 6,970 83,640 a16 8074 Lead Maintenance Services Worker 5,726 68,712 6,013 72,156 6,313 75,756 6,638 79,656 6,970 83,640 a16 8080 Lead Parks Maintenance Worker 5,726 68,712 6,013 72,156 6,313 75,756 6,638 79,656 6,970 83,640 a16 5196 Program Assistant 5,726 68,712 6,013 72,156 6,313 75,756 6,638 79,656 6,970 83,640 a16 2382 Sustainability Specialist* 5,726 68,712 6,013 72,156 6,313 75,756 6,638 79,656 6,970 83,640 a15 4014 City Clerk Specialist 2 5,579 66,948 5,863 70,356 6,158 73,896 6,471 77,652 6,802 81,624 a15 2613 Client Technology Services Specialist 1 5,579 66,948 5,863 70,356 6,158 73,896 6,471 77,652 6,802 81,624 a15 6167 Court Operations Specialist 5,579 66,948 5,863 70,356 6,158 73,896 6,471 77,652 6,802 81,624 a15 7181 Facilities Technician 2 5,579 66,948 5,863 70,356 6,158 73,896 6,471 77,652 6,802 81,624 a15 7184 Grounds Equipment Mechanic 5,579 66,948 5,863 70,356 6,158 73,896 6,471 77,652 6,802 81,624 a15 8174 Lift Station Technician 5,579 66,948 5,863 70,356 6,158 73,896 6,471 77,652 6,802 81,624 a15 5122 Planning Technician 5,579 66,948 5,863 70,356 6,158 73,896 6,471 77,652 6,802 81,624 a15 5180 Senior Program Specialist 5,579 66,948 5,863 70,356 6,158 73,896 6,471 77,652 6,802 81,624 a15 8574 Senior Traffic Maintenance Worker 5,579 66,948 5,863 70,356 6,158 73,896 6,471 77,652 6,802 81,624 a15 7170 Vehicle & Equipment Mechanic 5,579 66,948 5,863 70,356 6,158 73,896 6,471 77,652 6,802 81,624 a15 3474 Water Utility Maintenance Technician 5,579 66,948 5,863 70,356 6,158 73,896 6,471 77,652 6,802 81,624 a14 5161 Asset Management Systems Technician 5,447 65,364 5,726 68,712 6,013 72,156 6,313 75,756 6,638 79,656 a14 5160 Recreation Systems Technician 5,447 65,364 5,726 68,712 6,013 72,156 6,313 75,756 6,638 79,656 a13 8474 Airport Operations Specialist 5,312 63,744 5,579 66,948 5,863 70,356 6,158 73,896 6,471 77,652 a13 3471 Engineering Specialist 1 5,312 63,744 5,579 66,948 5,863 70,356 6,158 73,896 6,471 77,652 a13 7180 Facilities Technician 1 5,312 63,744 5,579 66,948 5,863 70,356 6,158 73,896 6,471 77,652 a13 3487 Housing Maintenance Technician 5,312 63,744 5,579 66,948 5,863 70,356 6,158 73,896 6,471 77,652 a13 6263 Permit Services Specialist 5,312 63,744 5,579 66,948 5,863 70,356 6,158 73,896 6,471 77,652 a13 7110 Print & Mail Supervisor 5,312 63,744 5,579 66,948 5,863 70,356 6,158 73,896 6,471 77,652 a13 5179 Program Specialist 5,312 63,744 5,579 66,948 5,863 70,356 6,158 73,896 6,471 77,652 a13 3481 Signal/Electronics Systems Technician 1 5,312 63,744 5,579 66,948 5,863 70,356 6,158 73,896 6,471 77,652 a12 2201 Communications Specialist 1 5,186 62,232 5,447 65,364 5,726 68,712 6,013 72,156 6,313 75,756 a12 8283 Golf Course Maintenance Worker 3 5,186 62,232 5,447 65,364 5,726 68,712 6,013 72,156 6,313 75,756 a12 6166 Judicial Specialist 2 5,186 62,232 5,447 65,364 5,726 68,712 6,013 72,156 6,313 75,756 a12 8173 Maintenance Services Worker 3 5,186 62,232 5,447 65,364 5,726 68,712 6,013 72,156 6,313 75,756 a12 8083 Parks Maintenance Worker 3 5,186 62,232 5,447 65,364 5,726 68,712 6,013 72,156 6,313 75,756 a12 8573 Traffic Maintenance Worker 2 5,186 62,232 5,447 65,364 5,726 68,712 6,013 72,156 6,313 75,756 a11 8473 Airport Maintenance Worker 5,057 60,684 5,312 63,744 5,579 66,948 5,863 70,356 6,158 73,896 a11 5014 City Clerk Specialist 1 5,057 60,684 5,312 63,744 5,579 66,948 5,863 70,356 6,158 73,896 a11 7173 Fleet Management Technician 5,057 60,684 5,312 63,744 5,579 66,948 5,863 70,356 6,158 73,896 AGENDA ITEM # 8. a) COLA 6.0% Grade Code Position Title Monthly Annual Monthly Annual 2022 CITY OF RENTON SALARY TABLE  AFSCME, Local 2170 Effective January 1, 2022 STEP ASTEP BSTEP CSTEP DSTEP E a11 8183 Lead Maintenance Custodian 5,057 60,684 5,312 63,744 5,579 66,948 5,863 70,356 6,158 73,896 a11 6265 Payroll Analyst 5,057 60,684 5,312 63,744 5,579 66,948 5,863 70,356 6,158 73,896 a11 5007 Public Records Specialist 5,057 60,684 5,312 63,744 5,579 66,948 5,863 70,356 6,158 73,896 a11 2486 Recreation Specialist 5,057 60,684 5,312 63,744 5,579 66,948 5,863 70,356 6,158 73,896 a11 8109 Water Meter System Specialist 5,057 60,684 5,312 63,744 5,579 66,948 5,863 70,356 6,158 73,896 a10 6164 Judicial Specialist/Trainer 4,934 59,208 5,186 62,232 5,447 65,364 5,726 68,712 6,013 72,156 a10 6165 Legal Assistant 4,934 59,208 5,186 62,232 5,447 65,364 5,726 68,712 6,013 72,156 a10 6263 Permit Technician 4,934 59,208 5,186 62,232 5,447 65,364 5,726 68,712 6,013 72,156 a10 6163 Probation Clerk 4,934 59,208 5,186 62,232 5,447 65,364 5,726 68,712 6,013 72,156 a09 6131 Accounting Assistant 4 4,813 57,756 5,057 60,684 5,312 63,744 5,579 66,948 5,863 70,356 a09 6151 Administrative Secretary 1 4,813 57,756 5,057 60,684 5,312 63,744 5,579 66,948 5,863 70,356 a09 8286 Golf Course Operations Assistant 4,813 57,756 5,057 60,684 5,312 63,744 5,579 66,948 5,863 70,356 a09 8070 Mechanic's Assistant 4,813 57,756 5,057 60,684 5,312 63,744 5,579 66,948 5,863 70,356 a09 2085 Recreation Assistant 4,813 57,756 5,057 60,684 5,312 63,744 5,579 66,948 5,863 70,356 a08 8282 Golf Course Maintenance Worker 2 4,697 56,364 4,934 59,208 5,186 62,232 5,447 65,364 5,726 68,712 a08 7126 Housing Repair Technician 4,697 56,364 4,934 59,208 5,186 62,232 5,447 65,364 5,726 68,712 a08 6162 Judicial Specialist 1 4,697 56,364 4,934 59,208 5,186 62,232 5,447 65,364 5,726 68,712 a08 6109 Lead Office Assistant 4,697 56,364 4,934 59,208 5,186 62,232 5,447 65,364 5,726 68,712 a08 8172 Maintenance Services Worker 2 4,697 56,364 4,934 59,208 5,186 62,232 5,447 65,364 5,726 68,712 a08 8082 Parks Maintenance Worker 2 4,697 56,364 4,934 59,208 5,186 62,232 5,447 65,364 5,726 68,712 a08 8375 Purchasing Assistant 4,697 56,364 4,934 59,208 5,186 62,232 5,447 65,364 5,726 68,712 a08 8572 Traffic Maintenance Worker 1 4,697 56,364 4,934 59,208 5,186 62,232 5,447 65,364 5,726 68,712 a07 6132 Accounting Assistant 3 4,583 54,996 4,813 57,756 5,057 60,684 5,312 63,744 5,579 66,948 a07 8184 Maintenance Custodian 4,583 54,996 4,813 57,756 5,057 60,684 5,312 63,744 5,579 66,948 a07 7112 Print & Mail Operator 4,583 54,996 4,813 57,756 5,057 60,684 5,312 63,744 5,579 66,948 a07 6142 Secretary 2 4,583 54,996 4,813 57,756 5,057 60,684 5,312 63,744 5,579 66,948 a07 8111 Water Meter Technician 4,583 54,996 4,813 57,756 5,057 60,684 5,312 63,744 5,579 66,948 a06 4,476 53,712 4,697 56,364 4,934 59,208 5,186 62,232 5,447 65,364 a05 6134 Accounting Assistant 2 4,364 52,368 4,583 54,996 4,813 57,756 5,057 60,684 5,312 63,744 a05 6130 Office Assistant 3 4,364 52,368 4,583 54,996 4,813 57,756 5,057 60,684 5,312 63,744 a05 6141 Secretary 1 4,364 52,368 4,583 54,996 4,813 57,756 5,057 60,684 5,312 63,744 a04 6160 Court Security Officer 4,259 51,108 4,476 53,712 4,697 56,364 4,934 59,208 5,186 62,232 a04 8281 Golf Course Maintenance Worker 1 4,259 51,108 4,476 53,712 4,697 56,364 4,934 59,208 5,186 62,232 a04 8181 Lead Custodian 4,259 51,108 4,476 53,712 4,697 56,364 4,934 59,208 5,186 62,232 a04 8171 Maintenance Services Worker 1 4,259 51,108 4,476 53,712 4,697 56,364 4,934 59,208 5,186 62,232 a04 8081 Parks Maintenance Worker 1 4,259 51,108 4,476 53,712 4,697 56,364 4,934 59,208 5,186 62,232 a04 6282 Pro Shop Assistant 4,259 51,108 4,476 53,712 4,697 56,364 4,934 59,208 5,186 62,232 a04 8576 Solid Waste Maintenance Worker 4,259 51,108 4,476 53,712 4,697 56,364 4,934 59,208 5,186 62,232 a03 6136 Accounting Assistant 1 4,155 49,860 4,364 52,368 4,583 54,996 4,813 57,756 5,057 60,684 a03 6120 Office Assistant 2 4,155 49,860 4,364 52,368 4,583 54,996 4,813 57,756 5,057 60,684 a03 8079 Parks Maintenance Assistant 2 4,155 49,860 4,364 52,368 4,583 54,996 4,813 57,756 5,057 60,684 a03 7111 Print & Mail Assistant 4,155 49,860 4,364 52,368 4,583 54,996 4,813 57,756 5,057 60,684 AGENDA ITEM # 8. a) COLA 6.0% Grade Code Position Title Monthly Annual Monthly Annual 2022 CITY OF RENTON SALARY TABLE  AFSCME, Local 2170 Effective January 1, 2022 STEP ASTEP BSTEP CSTEP DSTEP E a02 4,061 48,732 4,259 51,108 4,476 53,712 4,697 56,364 4,934 59,208 a01 8182 Custodian 3,955 47,460 4,155 49,860 4,364 52,368 4,583 54,996 4,813 57,756 a01 6281 Golf Course Associate 3,955 47,460 4,155 49,860 4,364 52,368 4,583 54,996 4,813 57,756 a01 6111 Office Assistant 1 3,955 47,460 4,155 49,860 4,364 52,368 4,583 54,996 4,813 57,756 a01 7079 Parks Maintenance Assistant 1 3,955 47,460 4,155 49,860 4,364 52,368 4,583 54,996 4,813 57,756 * $6,638 Completion of 5 Yrs Completion of 10 Yrs Completion of 15 Yrs Completion of 20 Yrs Completion of 25 Yrs Completion of 30 Yrs New positions effective June 16, 2022.  These positions are subject to any changes negotiated through collective bargaining  agreement(s). per month  LONGEVITY PAY Step a14, E = 2% Step a14E $133 per month 3% Step a14E $199 per month 4% Step a14E $266 per month 5% Step a14E $332 The City contributes 1% of employee's base wage per year to a VEBA account.  The City contributes 3% of employee's base wage per year to a deferred compensation account. (Article 14) 6% Step a14E $398 per month 7% Step a14E $465 per month AGENDA ITEM # 8. a) COLA Grade Code Monthly Annual Monthly Annual Police Chief See Management & Supervisory Matrix, Grade m49 Police Deputy Chief See Management & Supervisory Matrix, Grade m46 Police Commander See Management & Supervisory Matrix, Grade m38 pc61 3035 Sergeant*10,342 124,106 10,859 130,312 (15% over Police Officer)*Step increase at 24 months pc60 4131 Patrol Officer II 6,720 80,640 7,289 87,466 7,863 94,354 8,426 101,114 8,994 130,312 107,931 pc59 4130 Patrol Officer I 6,324 75,892 6,860 82,325 7,400 88,801 7,930 95,163 8,465 101,583 Percent      Interpreters ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐3%      Detectives ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐4%      Traffic Assignment‐‐‐‐‐‐‐‐‐‐‐‐‐‐4%      Motorcycle Assignment‐‐‐‐‐‐‐‐ 2%      Canine Officer ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐4%      Corporal Assignment ‐‐‐‐‐‐‐‐‐‐7.5%      Field Training Officer ‐‐‐‐‐‐‐‐‐‐4%      Training Officer‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐4%      SWAT Assignment ‐‐‐‐‐‐‐‐‐‐‐‐‐‐4%      SRO Assignment‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐4%       Civil Disturbance Unit ‐‐‐‐‐‐‐‐‐Paid at rate of double time with 3 hrs minimum when called to emergency.     Crisis Communication Unit‐‐‐‐Paid at rate of double time with 3 hrs minimum when called to emergency. Percentage (of base wage) Percentage (of base wage) ‐ ‐ ‐ ‐ ‐ 2022 CITY OF RENTON SALARY TABLE POLICE DEPARTMENT ‐ Commissioned Officers Effective January 1, 2022 STEP ASTEP BSTEP CSTEP DSTEP E 7.0% Position Title HAZARD DUTY AND PREMIUM PAY (Article 6.7 and 6.8) MONTHLY LONGEVITY PAY  (Appendix B) Years of Service Completion of   5 Yrs 2% Frozen Frozen Completion of 10 Yrs 4% Completion of 15 Yrs 6% Completion of 20 Yrs 10% Completion of 25 Yrs 12% Completion of 30 Yrs 14% MONTHLY EDUCATIONAL INCENTIVE PAY  (Appendix B) Patrol Officer II:  Effective 1‐1‐18 Patrol Officer II and Sergeant had 6.25% added to their base pay to reflect the additional 109  hours worked in a calendar year.  This is reflected in the ranges above. Effective January 1, 2008, Sergeants assigned to Investigation and Traffic Unit will not receive the 3% premium if they have been  in the position of Sergeant for 24 months. NOTE:  Please refer to the current labor agreement for specific information. AA Degree (90 credits) 4% BA Degree/Masters Degree 6% The City contributes 2.0% of employee's wage base toward deferred compensation. (Appendix A.2.3) The City will contribute 3.0% of employee's wage base toward deferred compensation for passing physical fitness. (Article 6.8.4,  and Appendix A.2.4) Beginning 1‐1‐2020 the City will contribute 1% of employee's wage base to a VEBA plan.  (Article 14.11) AGENDA ITEM # 8. a) Grade Code Position Title Monthly Annual Monthly Annual pn70 6,008 72,096 6,495 77,940 7,137 85,644 7,843 94,116 8,256 99,072 pn69 5,861 70,332 6,337 76,044 6,963 83,556 7,652 91,824 8,055 96,660 pn68 5,718 68,616 6,182 74,184 6,793 81,516 7,465 89,580 7,858 94,296 pn67 4140 Community Engagement Coord. 5,579 66,948 6,031 72,372 6,628 79,536 7,283 87,396 7,667 92,004 pn66 5,443 65,316 5,884 70,608 6,466 77,592 7,106 85,272 7,480 89,760 pn65 5,310 63,720 5,741 68,892 6,308 75,696 6,932 83,184 7,297 87,564 pn64 5,181 62,172 5,601 67,212 6,155 73,860 6,763 81,156 7,119 85,428 pn63 5,054 60,648 5,464 65,568 6,004 72,048 6,598 79,176 6,946 83,352 pn58 6178 Police Service Specialist Supv 6,454 77,448 6,776 81,312 Step A(15% above Specialist, Step E) Step E (5% above Supervisor, Step A) pn57 6182 Police Service Specialist Lead 6,032 72,384 6,032 72,384 (7.5% above Specialist, Step E) pn54 4138 Police Community Prgm Coord 4,993 59,916 5,396 64,752 5,928 71,136 6,390 76,680 6,710 80,520 pn54 4120 Crime Analyst 4,993 59,916 5,396 64,752 5,928 71,136 6,390 76,680 6,710 80,520 pn56 4133 Electronic Home Detention Coord 4,926 59,112 5,316 63,792 5,854 70,248 6,436 77,232 6,756 81,072 pn53 3432 Evidence Technician 4,700 56,400 5,073 60,876 5,583 66,996 6,142 73,704 6,458 77,496 pn61 4121 Domestic Violence Victim Advocate 4,661 55,932 5,063 60,756 5,627 67,524 6,186 74,232 6,513 78,156 pn60 4,445 53,340 4,828 57,936 5,364 64,368 5,898 70,776 6,205 74,460 pn52 4135 Animal Control Officer 4,433 53,196 4,793 57,516 5,270 63,240 5,795 69,540 6,086 73,032 pn62 6181 Police Service Specialist 4,088 49,056 4,416 52,992 4,860 58,320 5,346 64,152 5,612 67,344 pn51 6183 Police Secretary 3,829 45,948 4,133 49,596 4,550 54,600 5,008 60,096 5,254 63,048 pn51 4137 Parking Enforcement Officer 3,829 45,948 4,133 49,596 4,550 54,600 5,008 60,096 5,254 63,048 Interpreter Premium………………………………..………………….……………. 3% of base pay (Article 6.5.2) 2.5% of base pay  (Article 6.5.3) 4% of base pay (Article 6.5.1) Double time with 3 hrs min (Article 6.4) 2022 CITY OF RENTON SALARY TABLE POLICE DEPARTMENT ‐ Non‐Commissioned Officers In Negotiations STEP ASTEP BSTEP CSTEP DSTEP E NON‐ COMMISSIONED PREMIUM PAY (Articles 6.4 and 6.5) Public Records Act Premium…………………………………………………………… Field Training Officer, FTO (Police Service Specialist)…………........… Crisis Communication Unit………………………………………..…...……… AGENDA ITEM # 8. a) ‐ Beginning 1/1/2020 the City will contribute 1% of the employee's base wage to a VEBA plan.  (Article 14.10) Completion of   5 Yrs 2% POLICE NON‐COMMISSIONED‐ MONTHLY LONGEVITY INCENTIVE PAY SCHEDULE (Article 12, Appendix B.1) Years of Service Percentage (of base wage) Completion of 10 Yrs 4% Completion of 15 Yrs 6% Completion of 20 Yrs 10% ‐ The City will contribute an additional 3.0% of employee's wage base toward deferred comp for passing physical fitness prior  to beginning of each calendar year. (Article 6.8.3) Completion of 25 Yrs 12% Completion of 30 Yrs 14% MONTHLY EDUCATIONAL INCENTIVE PAY SCHEDULE (Appendix B.2) Percentage (of base wage) AA Degree (90 credits) 4% BA/BS Degree or Masters Degree 6% ‐ The City contributes 4.5% of the employee's base wage to a deferred comp account.  (Appendix A.3) AGENDA ITEM # 8. a) Grade STEP A STEP B STEP C STEP D STEP E h07 14.50 14.75 h08 15.00 15.25 15.50 15.75 16.00 h09 16.25 16.50 16.75 17.00 17.25 h10 17.50 17.75 18.00 18.25 18.50 h11 18.75 19.00 19.25 19.50 19.75 h12 20.00 20.50 21.00 21.50 22.00 h13 22.50 23.00 23.50 24.00 24.50 h14 25.00 25.50 26.00 26.50 27.00 h15 27.50 28.00 28.50 29.00 29.50 h16 30.00 30.50 31.00 31.50 32.00 h17 32.50 33.00 33.50 34.00 34.50 h18 35.00 35.50 36.00 36.50 37.00 h19 37.50 38.00 38.50 39.00 39.50 h20 40.00 40.50 41.00 41.50 42.00 h21 42.25 42.50 42.75 43.00 43.25 h22 43.50 43.75 44.00 44.25 44.50 h23 45.00 45.50 46.00 46.50 47.00 h24 47.50 48.00 48.50 49.00 49.50 h25 50.00 51.00 52.00 53.00 54.00 h26 55.00 60.00 65.00 70.00 75.00 h27 80.00 85.00 90.00 95.00 100.00 h28 105.00 110.00 115.00 120.00 125.00 2022 CITY OF RENTON SALARY TABLE SUPPLEMENTAL EMPLOYEE WAGE TABLE AGENDA ITEM # 8. a)