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HomeMy WebLinkAboutCAG-20-065 -Duvall - Contract Administration .+t�r4r.r Health CONSTRUCTION COMPLETION REPORT FORM FOR DISTRIBUTION MAIN PROJECTS In accordance with WAC 246-290-120(5),a Cotistruclion Completion Report is required for all construction projects.Under the submittal exception process for distribution main projects,designed by a professional engineer but not submitted to the Department of Health(DOH)for approval,the report does not need to be submitted.However,the purveyor must keep the Construction Completion Report on file and make it available for review upon request by DOH in accordance with WAC 246-290-125 (2)(b).Furthermore: (1) The report form must bear the seal,date and signature of a professional engineer(PE)licensed in the state of Washington; and (2) Per WAC 246-290-120(5)(c),the amount of change in the physical capacity of a system must be documented,if the project results in a change in physical capacity. CITY OF RENTON DOH System ID No.: 71850E Name of Water System GEORGE STAHL Date Water System Plan that includes SEPTEMBER 8,2021 Name of Purveyor(Owneror System Contact) Standard Construction Specifications 3555 NE 2ND STREET Date Standard Specifications Mailing Address Approved by DOH: SEPTEMBER 8, 2021 RENTON WA 98056 - City State Zip DUVALL AVE NE ROADWAY AND UTILITIES PROJECT NAME AND DESCRIPTIVE TITLE: IMPROVEMENTS-CAG-20-065 PROJECT NO.4100 (Include the name of any development project and number of services.) Date Project or Portions Thereof Completed 12/06/2022 PROFESSIONAL ENGINEER'S ACKNOWLEDGMENT The undersigned professional engineer(PE),or his/her authorized agent,has inspected the above-described project that,as to layout, size and type of pipe,valves and materials,and other designed physical facilities,has been constructed and is substantially completed in accordance with construction documents reviewed by the purveyor's engineer.In the opinion of the undersigned engineer,the installation,physical testing procedures,water quality tests,and disinfection practices were carried out in accordance with state regulations and principles of standard engineering practice. I have reviewed the disinfection procedures,pressure test results,and results of the bacteriological test(s)for this project and certify that they comply with the requirements of the construction standards/specifications approved by DOH. 5/16/23 Date Signed STA Gray & Osborne, Inc. � v.' F�0 Name of Engineering Firm °*ede �j�+, y' Tani Stafford, PE A‘ft"'" Name of PE Acknowledging Construction 1130 Rainier Ave South, Suite 300 4> 4' .J(1181 4, Mailing Address - I. et city eattle. WA - Zt98144 s7�N ices Sig un Stat7 �•.edcitil Ftindl any)'• N/A - Please keep a completed,signed,and stamped copy on file. ❑Northwest Drinking Water ❑Southwest Drinking Water ❑Eastern Drinking Water Department of Health Department of Health Department of Health 20425 72"d Ave S,Suite 310 PO Box 47823 16201 E Indiana Ave,Suite 1500 Kent,WA 98032-2358 Olympia,WA 98504-7823 Spokane Valley,WA 99216 Phone:(253)395-6750 Phone:(360)236-3030 Phone:(509)329-2100 Fax:(253)395-6760 Fax:(360)664-8058 Fax:(509)329-2104 If you need this publication in an alternate format,call(800)525-0127.For TTY/TDD call(800)833-6388. DOH Form 331-147(Updated 08/10) oy;l Hrn t fl apvratories ' "x?'''�y';4i�„r lu tiAmrEsT ,; 1 1 1 'R�, }13600 NE 126�`}�STF? K 1� '1 Wktl:: !a. t 1r:, f r 42578851 fi541t v .i,;,� .,wwN arntestlat corn { , ' 11 Cl4''', 1 {Fry cA e4 rf. , . }. P . .�`i;t.. '' COLIFORM BACTERIA ANALYSIS FORM Date Sample Collected Time Sample County: / I 12 122- Collectedteu i�f AM Month Day Year /1 ; 7Q 0 PM t;1/11 W-4100 CAG-20-065 Type of Water System(check only one box) DUVALL AVE NE-CAPITAL IMPROVEMENT PROJECT Igi Group A Public ❑Group B Public 0 Other E-MAILED ON 10/14/22 TO: Group A and Group B Systems Provide from Water Facilities Inventory(WFI): JDEL MCCANN, PAT PIERSON ID# 7 rI (6 5 0 L EMINA SULYCH System Name: L;I7 bC Re 4/0" Contact Person: Abdd r G o pour Day Phone('f 5) zt.50-7a IO Cell Phone: Email: Eve,Phone: Send results to:(Print full name,address and zip code or email) e_i.)-7 00 it)ert,I ei lit 16.-5 s &vsetty Way -VP ; 1 ' i t SAMPLE INFORMATION t, a` r 1i I Sample collected by(name): t oe I -1-TO Specific location where sample collected: Pro ect Name o m ants: l,i-r r�- o POVOII.4V.e 'T °1167 Type of_Semple(check only one box) ` ;,0't< t'>r ?'r rp rt i c°-V' .t I 1.❑Routine Distribution Sample 2,Repeat Sample(after unsat.routine) Chlorinated: Yes_ No 0 Distribution System Chlorine Residual:Total Free Unsatisfactory routine lab number: 3.Source Ground Water Rule Sample -- Unsatisfactory routine collect date: I S I I I _____J-1 ❑Triggered Chlorinated:Yes No El Assessment Chlorine Residual:Total Free 4.Enumeration Source Water Sample ❑E.colr 0 Fecal-Surface,Gwr,Springs:Fitered Yes_No_ I S I I I 5.❑Sample Collected for Information Only: 'LABUSEONLY� ' DRINKINGWATER'RESULTS '�r LA SEONLfA o unsatisfactory Total Collform Present and Satisfactory ❑E.cell present ❑E.coil absent . , ' Replacement Sample Required . .;.? 0 Sample too old(>30 hours) ElTNTC '.CI `;I,;I Bacterial penalty Results:Total Coliform I100m1.E colr •1100ml. Fecal Coliform f100m1. , HPC'` 11 ml. . Lab ID Number t'. Date and Time Received: 1 i a't. , Method Code , !:.4: Date and Time Incubated Date Analyzed: -1 . ti . Date Reported: . I Oil(-I 63 HOC dY! . DON Lab Sample#,;' Lab Use Only: a4 , t A'l;. d. i ....u.__.,,.,.o,.x......11.,.at ,r.,,,,,,..:riu...uw.,,i,,m aivrr.husk.m.1.ml AM FN.11177 untvrN nil 7111. e� AmTest_. oratories ANC 13600 NE 126th PISTE C,1Grkland,WA'98034 425-885-1684 • www.amtestlab,corn COLIFORM BACTERIA ANALYSIS FORM W-4100 CAG-20-065 Date Sample Collected Time Sample County DUVALL AVE NE-CAPITAL IMPROVEMENT PROJECT Collected AM it)11.3 - E-MAILED ON 10/14/22 TO: Month Day Year I i : 0 PM I JOEL MCCANN, PAT PIERSON Type of Water System(check only one box) EMINA SULYCH 0 Group A Public 0 Group B Public 0 Other Group A and Group B Systems-Provide from Water Facilities Inventory(WFI): ID# _ - 1 -_ f�' System Name: C f 1,r� n �4ba�f GContact Person: ale,elikvx. vim" Day Phone{.,2s)y?O-7,2/0 Cell Phone: Email: Eve.Phone: Send results to:(Print full name,address and zip code or email) f21. Q4 4.4y. io ss S 6,4 Wo SAMPLE INFORMATION Sample collected by(name): 1, it( Gwv S cHic loca re sa le collected: Project Name or comments: , ; 1414�W PUVA1j gi4t?o Type of Sample(check only one box) 1.0 Routine Distribution Sample 2.Repeat Sample(after unsat.routine) Chlorinated: Yes__.._ No 0 Distribution System Chlorine Residual:Total Free Unsatisfactory routine lab number. 3.Source Ground Water Rule Sample Unsatisfactory routine collect date: ISI 1 I _1 1 D Triggered Chlorinated:Yes._No.__ ❑Assessment Chlorine Residual:Total_Free_. 4,Enumeration Source Water Sample ❑E.coil 0 Fecal-surface,GWi,Springs:Filtered Yes_No_ I S .I I I 5.0 Sample Collected for Information Only: LAB USE ONLY ,DRINKING WATER RESULTS LAB E ONLY ❑Unsatisfactory Total Coliform Present and Satisfactory 0 E.coil present . 0 E.coli absent Replacement Sample Required 0 Sample too old(>30 hours) 0 TNTC 0 Bacterial Density Results:Total Coliform /100m1.E.coli 1100 ml. Fecal Coliform i100 ml. I-IPC /1 ml. Lab ID Number Date and Time Received: Method Code: Date and Time Incubated: l 6;/,,z (0 1 yw )`a Date Analyzed: Date Re�pported i C/(Li‘ q.> S uo Cj3 DOH Lab-Sample# Lab Use Only: • T AmTest Laboratories 13600 NE 126th PL STE C,Kirkland,WA 98034 425-885-1664 www.amtestlab.com COLIFORM BACTERIA ANALYSIS Date Sample Collected Time Sample County 07/21/2022 Collected El AM W 4100 CAG-20-065 Month Day Year 10:45 ❑PM KING DUVALL AVE NE-CAPITAL IMPROVEMENT PROJECT Type of Water System(check only one box) Group A Public 0 Private Household E-MAILED ON 7/26/22 TO: ❑Group B Public 0 Other. TOM MAIN, GREGG SEEGMILLER Group A and Group B Systems Provide from Water Facilities Inventory(WFI): EMI NA ID# 71850L System Name: CITY OF RENTON Contact Person:ABDOUL GAFOUR Day Phone: 425 430 7210 Cell Phone: Eve. Phone: FAX: Send results to:(Print full name,address and zip code) CITY OF RENTON WATER UTILITY ABDOUL GAFOUR 1055 S GRADY WAY RENTON,WA,98057 SAMPLE INFORMATION Sample collected by(name): TOM MAIN Specific location where sample collected (#1) 10+10 CSTA 919+65.2, 72.6'CT 'rolect Name or Comments. PERMANENT CLOW OFF C.I.P.DUVALL Type of Sample(select only one type of sample from types 1 through 5 below) 1.0 Routine Distribution Sample 2.0 Repeat Sample(after unsat.routine) 0 Distribution System Chbrinated:0 Yes 0 No 0 Source Groundwater Rule(GWR) Chlorine Residual Total_Free_ (Population of 1,000 or less) 3.Ground Water Rule Source Sample Unsatisfactory routine lab number: I_s_I I I Unsatisfactory routine collect date: ❑ Triggered(A/P) ❑Assessment(A/P) Chbrinated:Yes No Chbrine Resid:Total Free 4.Surface or GWI Raw Water Sampe(Enumeration) ❑E.col 0 Fecal Fikered Yes No_ I_S_I I I 5.El Sample Collected for Information Only 121 Construction 0 Repairs 0 Pnvate Residence 0 Other LAB USE ONLY DRINKING WATER RESULTS LAB USE ONLY ❑Unsatisfactory E1 Satisfactory Total Coliform Present and ❑E.coli present 0 E.coli absent ❑Replacement Sample Required Sample not tested because Test unsuitable because: ❑Sample too old(>30 hours) 0 TNTC ❑Improper Container - ❑Turbid Culture ❑ 0 Bacterial Density Results: Plate Count /ml. E.coli 1100 ml. Total Coliform /100 ml. Fecal Coliform 1100 ml. Method Code: SM 9223B Date Received. 7/21/2022 Date Analyzed 7/21/2022,11:45 Date Reported: 7/22/22 066-03994 Lab Use Only: Sample Number(DOH number plus five digits) DOH Form#331-319(revised 02116) A"'1TE' T AmTest Laboratories o R 13600 NE 126th PL STE C,Kirkland,WA 98034 425-885-1664 www.amtestlab.com COLIFORM BACTERIA ANALYSIS Date Sample Collected Time Sample County W-4100 CAG-20-065 07/21/2022 Collected Iii AM Month Day Year 11:00 0 PM KING DUVALL AVE NE- CAPITAL IMPROVEMENT PROJECT Type of Water System(check only one box) ®Group A Public ❑Private Household E-MAILED ON 7/26/22 TO: 0 Group B Public ❑other: TOM MAIN, GREGG SEEGMILLER Group A and Group B Systems Provide from Water Facilities Inventory(WFI): EMI NA ID# 71850L system Name: CITY OF RENTON Contact Person:ABDOUL GAFOUR Day Phone: 425 430 7210 Cell Phone: Eve. Phone: FAX: Send results to:(Print full name,address and zip code) CITY OF RENTON WATER UTILITY ABDOUL GAFOUR 1055 S GRADY WAY RENTON, WA, 98057 SAMPLE INFORMATION Sample collected by(name) TOM MAIN Specific location where sample collected: (#2) CSTA 919+65.2, 72.6'CT �rolect Name or Comments PERMANENT CLOW OFF C I P DUVALL Type of Sample(select only one type of sample from types 1 through 5 below) 1 ❑Routine Distribution Sample 2 0 Repeat Sample(after unsat.routine) 0 Distribution System Chbrinated:❑Yes 0 No 0 Source Groundwater Rue(GWR) Chbr ne Residual:Total Free_ (Population of 1,000 or bss) 3 Ground Water Rule Source Sample Unsatisfactory routine lab number: LS I I I Unsatisfactory routine collect date: I7 Triggered(AIP) / / a Asaeament(A/P) Chbrinated:Yes No Chorine Resid Total Free __ 4.Surface or GWI Raw Water Sample(Enumeration) a E.oof 0 Fecal Filtered Yes No_ I_S—I l. I 5.H Sample Collected for Information Only El Construction 0 Repairs 0 Private Residence 0 Other LAB USE ONLY DRINKING WATER RESULTS LAB USE ONLY ❑Unsatisfactory I1 Satisfactory Total Coliform Present and ❑E.coli present ❑E coli absent ❑Replacement Sample Required Sample not tested because Test unsuitable because ❑Sample too old(>30 hours) 0 TNTC ❑Improper Container 0 Turbid Culture ❑ 0 Bacterial Density Results: Plate Count /ml. E.coli 1100 nil. Total Coliform /100 ml. Fecal Coliform /100 ml. Method Code SM 9223B Date Received 7/21/2022 Date Analyzed: 7/21/2022,11.45 Date Reported 7/22/22 066-03995 Lab Use Only: Sample Number(DOH number plus five digds) DOH Form#331.319(revised 02/16) 3 I • ADF Properties, LLC 3/28/2023 Reed Trucking& Excavating, Inc. Attn:Tiffani Barquist 2207 Inter Ave A, Puyallup,WA 98372. RE: Our site at 4409 Sunset, Renton,WA Dear Ms. Barquist, Per your request, I am writing you today to confirm that Reed Trucking & Excavating has fulfilled their commitments to ADF Properties, LLC in our agreement for the use of our site at the above referenced address. All rents have been paid to us and the site has been left in the agreed to condition. We wish to Thank You Sincerely, / i;j:.% Dale Fonk Managing Member, ADF Properties, LLC 15007 WOODINVILLE-REDMOND RD. SUITE A WOODINVILLE,WA 98072 T(206)799-3247 EMAIL:DALEFONK@CS.COM • DocuSign Envelope ID:B829D108-27B2-448D-13 687A882B65C En DEPARTMENT OF CAG-18-201,Adden#2-22 Imo ECOLOGY State of Washington AMENDMENT NO.2 TO AGREEMENT NO.WQC-2017-Renton-00073 BETWEEN THE STATE OF WASHINGTON DEPARTMENT OF ECOLOGY AND City of Renton PURPOSE: To amend the above-referenced agreement(AGREEMENT)between the state of Washington Department of Ecology(ECOLOGY)and City of Renton(RECIPIENT) for the Duvall Ave NE-NE 10th St. to NE 12th St.(PROJECT). The RECIPIENT experienced delays in the PROJECT due to COVID-19 impacts on material procurement and weather related setbacks.This amendment will extend the AGREEMENT from June 30,2022 to January 31,2023,to provide the RECIPIENT with additional time to complete construction and to close out deliverables for this PROJECT.This amendment does not impact the award amount. IT IS MUTUALLY AGREED that the AGREEMENT is amended as follows: Expiration Date: Original: 06/30/2022 Amended: 01/31/2023 CHANGES TO THE BUDGET Funding Distribution EG190052 Funding Title: SFAP Funding Type: Grant Funding Effective Date: 03/26/2018 Funding Expiration Date: 01/31/2023 Funding Source: Title: SFAP-SFY17 Fund: Type: State Funding Source%: 100% Description: Environmental Legacy Stewardship Account (ELSA)-State Template Version 10/30/2015 DocuSign Envelope ID:B829D108-27B2-448D-E °687A882B65C State of Washington Department of Ecology Page 2 of 4 City of Renton Duvall Ave NE-NE 10th St.to NE 12th St.Project Agreement No.WQC-2017-Renton-00073 Approved Indirect Costs Rate: Approved State Indirect: 0% Recipient Match%: 25% InKind Interlocal Allowed: No InKind Other Allowed: No Is this Funding Distribution used to match a federal grant? No SFAP Task Total Project Administration/Management $ 20,000.00 Design Plans and Specs,Environmental Review $ 223,200.00 Construction Management $ 223,200.00 Construction $ 1,165,518.67 Total: $ 1,631,918.67 Template Version 10/30/2015 r DocuSign Envelope ID:B829D108-27B2-448D-Br 687A882B65C State of Washington Department of Ecology �- Page 3 of4 City of Renton Duvall Ave NE-NE 10th St.to NE 12th St.Project Agreement No.WQC-2017-Renton-00073 Funding Distribution Summary Recipient/Ecology Share Funding Distribution Name Recipient Match % Recipient Share Ecology Share Total SFAP 25 % $ 407,979.67 $ 1,223,939.00 $ 1,631,918.67 Total $ 407,979.67 $ 1,223,939.00 $ 1,631,918.67 Template Version 10/30/2015 f ,y DocuSign Envelope ID:B829D108-27B2-448D-1 ,F687A882B65C State of Washington Department of Ecology Page 4 of 4 City of Renton Duvall Ave NE-NE 10th St.to NE 12th St.Project Agreement No.W QC-2017-Renton-00073 AUTHORIZING SIGNATURES All other terms and conditions of the original Agreement including any Amendments remain in full force and effect, except as expressly provided by this Amendment. The signatories to this Amendment represent that they have the authority to execute this Amendment and bind their respective organizations to this Amendment. This amendment will be effective 01/27/2022. IN WITNESS WHEREOF:the parties hereto,having read this Amendment in its entirety,including all attachments,do agree in each and every particular and have thus set their hands hereunto. Washington State City of Renton Department of Ecology DocuSigned by: DocuSlgned by: By: Ali/4 3/15/2022 By: Martin Pastucha 3/14/2022 GD,,,,,, ,,,..., 27CACDa001C7aCC... D Vincent McGowan,P.E. Date Martin Pastucha Date Water Quality Public Works Administrator Program Manager Template Approved to Form by Attorney General's Office • Template Version 10/30/2015 CAG-18-201,Adden#1-21 DEPARTMENT OF ►-,..too b.. ECOLOGY State of Washington AMENDMENT NO. 1 TO AGREEMENT NO.WQC-2017-Renton-00073 BETWEEN THE STATE OF WASHINGTON DEPARTMENT OF ECOLOGY AND City of Renton PURPOSE: To amend the above-referenced agreement(AGREEMENT)between the state of Washington Department of Ecology(ECOLOGY)and City of Renton(RECIPIENT)for the Duvall Ave NE-NE 10th St. to NE 12th St.(PROJECT). This amendment is needed to modify the short and long description and the scope of work,and to extend the expiration date of the AGREEMENT from 03/25/2021 to 06/30/2022. Pervious sidewalk is excluded from the ECOLOGY-funded portion of the PROJECT,as it was determined during ECOLOGY review of the design report that it would not provide additional water quality benefit from current conditions. The PROJECT experienced delays as a result of COVID-19 emergency response. This time extension will allow the RECIPIENT to accomplish the PROJECT goal with greater flexibility in the schedule and in coordination with the TIB-funded portions of the PROJECT.This amendment does not impact the budget or award amount. Note:This amendment only includes the portions of the original agreement that have been changed in some way. If there were no changes,it will not be referenced in the following portion of the amendment. IT IS MUTUALLY AGREED that the AGREEMENT is amended as follows: Expiration Date: Original: 03/25/2021 Amended: 06/30/2022 Project Short Description: Original: This project will improve water quality in May Creek through installation of water quality treatment facilities such as bioretention facilities,Filterra devices,pervious sidewalks,and stormwater conveyance along Duvall Avenue in the City of Renton. This project will provide treatment for TSS,oil,dissolved copper and zinc,and some total phosphorus(Filterra devices)and will also reduce flows to May Creek by increasing stormwater infiltration and providing stormwater detention. Amended: This project will improve water quality in May Creek through installation of water quality treatment facilities such as bioretention facilities,Filterra devices,and stormwater conveyance along Duvall Avenue in the City of Renton. This project will provide treatment for TSS,oil,dissolved copper and zinc,and some total phosphorus(Filterra devices)and will also reduce flows to May Creek by increasing stormwater infiltration and providing stormwater detention. Template Version 1 0/3 012 0 1 5 State of Washington Department of Ecology Page 2 of 6 City of Renton Duvall Ave NE-NE 10th St to NE 12th St Project Agreement No WQC-2017-Renton-00073 Project Long Description: Amended: The project is located along Duvall Ave NE. Duvall Avenue NE is a major north-south corridor and utilized by commuters as an alternative route to the congested 1-405,connecting the southeast King County(Renton, Maple Valley,Kent,Auburn)to employment centers on the Eastside(Bellevue,Redmond).The existing right-of-way has 4 lanes of traffic with 8-foot to 10-foot paved shoulders. Roadway runoff from Duvall Avenue NE drains to a ditch alongside the road,and there are no curbs, gutters or sidewalks. Runoff from the roadside ditch discharges into Honey Creek,a tributary to May Creek and ultimately Lake Washington. May Creek is included in the 303(d)list for pH,dissolved oxygen,bacteria,ammonia-N,and mercury,but this project does not directly treat for these pollutants.May Creek is also listed as Category 5 in the 303 (d)list for bacteria. There is no water quality or oil treatment currently provided in the project area.The existing pollution generating impervious surface in the project area is approximately 66,000 square feet. In order to improve water quality in this area,the project will retrofit the drainage conditions along Duvall Avenue NE.This project will provide basic and some enhanced runoff treatment, in accordance with the City of Renton Surface Water Design Manual.The City will install water quality treatment facilities such as Filterra devices and bioretention facilities. A new conveyance system will convey the drainage flow to and from the proposed water quality treatment facilities. A portion of the runoff will infiltrate into the ground,thus reducing flows into May Creek. Additional benefits of this project include safety improvement to non-motorized users on Duvall Ave NE with the new sidewalk installed. These stormwater retrofits will contribute toward a larger$6.3 Million roadway project along Duvall Avenue NE.This is an opportunity to extend a safer facility for people to walk and bike while enhancing water quality, lowering construction costs and swift project implementation.The project site is located within the City of Renton designated as Aquifer Zone 2 area,which feeds into the City's drinking water supply. Overall Goal: This project will help protect and restore water quality in Washington by reducing stormwater impacts from existing infrastructure and development. CHANGES TO THE BUDGET Funding Distribution EG190052 Funding Title: SFAP Funding Type: Grant Funding Effective Date: 03/26/2018 Funding Expiration Date: 06/30/2022 Funding Source: Title: SFAP-SFY 17 Template Version 10/30/2015 State of Washington Department of Ecology Page 3 of 6 City of Renton Duvall Ave NE-NE 10th Si to NE 12th Si Project Agreement No.WQC-2017-Renton-00073 Fund: Type: State Funding Source%: 100% Description: Environmental Legacy Stewardship Account(ELSA)-State Approved Indirect Costs Rate: Approved State Indirect:0% Recipient Match%: 25% InKind Interlocal Allowed: No InKind Other Allowed: No Is this Funding Distribution used to match a federal grant? No SFAP Task Total Project Administration/Management $ 20,000.00 Design Plans and Specs, Environmental Review $ 223,200.00 Construction Management $ 223,200.00 Construction $ 1,165,518.67 Total:$ 1,631,918.67 CHANGES TO SCOPE OF WORK Task Number: 4 Task Cost:$1,165,518.67 Task Title: Construction Task Description: A. The RECIPIENT will,in accordance with ECOLOGY-accepted plans and specifications,complete construction of the project.The construction project will include installation of water quality treatment facilities such as bioretention swales,Filterra devices,and stormwater conveyance to mitigate runoff from approximately 1.5 acres of pollution generating impervious surfaces. B. Calculate and submit an equivalent new/re-development area for the completed retrofit project(s)using the methods outlined in Appendix M of the funding guidelines for State Fiscal Year 2018 Combined Water Quality Financial Assistance Program or other ECOLOGY-accepted method. Task Goal Statement: Template Version 10/30/2015 State of Washington Department of Ecology Page 4 of 6 City of Renton Duvall Ave NE-NE 10th St.to NE 12th St.Project Agreement No.WQC-2017-Renton•00073 Construction of the project in accordance with ECOLOGY-accepted plans and specifications. Task Expected Outcome: Constructed project will provide water quality benefits including reductions in TSS,dissolved copper and zinc,and some total phosphorus. Deliverables Number Description Due Date 4.1 4.2 4.3 4.4 Copy of the contract documents(e.g.bid announcement,bid award and bid tabulations).Upload to EAGL and notify ECOLOGY when upload is complete. Copy of signed and dated construction contract. Upload to EAGL and notify ECOLOGY when upload is complete. Construction progress reports and photos included in progress reports uploaded to EAGL. Completed equivalent new/redevelopment area determination. Upload to EAGL and notify ECOLOGY when upload is complete. Template Version 10/30/2015 State of Washington Department of Ecology Page 5 of 6 City of Renton Duvall Ave NE-NE loth St,to NE 12th St Project Agreement No.WQC-2017-Renton-00073 Funding Distribution Summary Recipient/Ecology Share Funding Distribution Name Recipient Match % Recipient Share Ecology Share Total SFAP 25 % $ 407,979.67 $ 1,223,939.00 $ 1,631,918.67 Total $ 407,979.67 S 1,223,939.00 $ 1,631,918.67 • Template Version 10/30/2015 State of Washington Department of Ecology Page 6 of 6 City of Renton Duvall Ave NE-NE loth St,to NE l2th St Project Agreement No WQC-2017-Renton-00073 AUTHORIZING SIGNATURES All other terms and conditions of the original Agreement including any Amendments remain in full force and effect,except as expressly provided by this Amendment. The signatories to this Amendment represent that they have the authority to execute this Amendment and bind their respective organizations to this Amendment. This amendment will be effective 03/25/2021. IN WITNESS WHEREOF:the parties hereto,having read this Amendment in its entirety, including all attachments,do agree in each and every particular and have thus set their hands hereunto. Washington State City of Renton Department of Ecology By: On behalf of 06/08/2021 By: %1 lute..Z.ZDz-t l) Vincent McGowan, P.E. Date Martin Pastucha Date Water Quality Public Works Administrator Program Manager Template Approved to Form by Attorney General's Office Template Version 1 0/3 0120 1 5 Parametrix ENGINEERING.PLANNING.ENVIRONMENTAL SCIENCES MMAIIIINEMIIIMMIONMENIM 1019 39TH AVENUE SE,SUITE 100 I PUYALLUP,WA 98374 I P 253.604.6600 MEMORANDUM DATE: April 12, 2018 F TO: Flora Lee, PE 443 City of Renton ;' �f FROM: Cindy Clark, PE -• SUBJECT: DOE Grant Request-Cost Estimation of Elements ? CC: � f PROJECT NUMBER: 214-1779-045 "7 —/cP PROJECT NAME: Duvall Avenue NE Background The Duvall Avenue Northeast project is a roadway improvement project located in northeast Renton.The project limits are from just south of Northeast 10th Street to just south of Sunset Boulevard, and include new roadway pavement, bicycle lanes, utility upgrades and sidewalks along the west side. The project is currently at a 90 percent design, and is funded by the City and grants from the Transportation Improvement Board. Recently, the City has received preliminary approval from the Department of Ecology(DOE)for a grant to fund additional improvements along Duvall Avenue, between NE 10th Street and NE 12th Street. The grant is estimated for up to$1.2 million,with a City match of$400,000. This memorandum documents those elements of the project that the City is anticipating the DOE grant will fund. Proposed Improvements The City is requesting from DOE funds to cover the following additional improvements: • Pervious sidewalks along the east side,to complete the sidewalk grid between NE 10th Street and NE 12th street • Walls along the east side to accommodate the widening needed to install the pervious sidewalks on the east side to avoid property acquisition. • Filterra stormwater systems along the east and west sides between NE 10th Street and NE 12th Street • Curb and gutter to collect the stormwater treated by the Filterras, on the east and west side between NE 10th Street and NE 12th Street • Stormwater conveyance system, including pipe and catch basins,to discharge the stormwater to the Filterra system for treatment,then from the Filterra System to the downstream discharge point just south of Sunset Boulevard These improvements are shown in the attached figure. Cost Estimate A cost estimate was prepared based on a preliminary design using AutoCAD and Civil 3D to determine quantities. The cost estimate is attached. The cost for these improvements are estimated to be in the range of$1,100,000 to$1,400,000. t E j 8F01141,11Ne OF KW PROPOSED CURB MO GUTTER PROPOSEDnLrEM1t PROPOSED FLIEWAI rRr Hp so,rn � L 1 DUVALLAVENUE NE u II' y T, —'-ws J p —r ——— PLAN PROPOSED RLrwRn a 00 PROPOSED F LrERRn. MAMMON FROM EXISTING as oEwi,u roPRswEoa sioEwn.. 4\ ',G( ,:,' , € N45 3 I 111610.0 MY./ 11040 11ow0 112w0 E Z J DUVALL AVENUE NE o §C 1= E,t�ln,<x ` -- -•t<v��E\-1;�-,Ne;�;:t�hT `\\L,.1�\N.�r!t\\\T�1� u 1}, �.t -� � -, ,lT.«•<IT:cl�N«N-\\C(�«\.2,,,C1$ R — Ra�EDFR E�.B 7 ', iI Rm�FDu.x�,x� . PLAN CFI g. xOTE 0 0 Z9BwauYbL P.n.. nw n.,, u,o,.,o n,..oRm.R. �...wnwB.EPR Ni 90%REVIEW SUBMITTALS Ora „J D NOT FOR CONSTRUCTION F ,` DOT GRANT PROPOSED ELEMENTS 0 N p �' 1� SHEET �'' DUVALL AVE NE CORRIDOR IMPROVEMENTS SCALE vaOF0%0CS RELOCATED xL1EMA(NOT IN[SWAM FLOUTED FILTERRA(NOT IN EOM/CM ug II u. T : rITiT :: TiII : . _. . 1 - e �r — — Yr _ _ V 4 s wl LI3<40 D 1 III. F . C-f 115.00 IIFW I11p0 I N DUVALL AVENUE NE IZ WI ,1t,x__.T• jt► - ,,, A ,,----, - r ---- _ .•_..7,a..•,_ , • , 1 , i , t..1,1t. , Ar\ , If as I PLAN f T Sail II K PROPOSEDOSEo F.TERM a 1 rM o g l PLLOCAIE0 NLIERRA(xOTxI ESTIMATE) \‘N\ vaWOSEO CB rSD TE.IN — — — — — — — — — — — — — — — — — \a — — — — III N DUVALL AVENUE NE FI SiHW 110r00 S]Di DG \,\ us<oD s f ) PLAN NOTE. e scru n rEEr o® �OJ SEBANMSwM< RRA*MT 3 PINIwErlllE 01,...•11.2,4 Mt 110.0a1,1110R1..Io..,w..N..,.<..., A3 90 NOT yFORA CONS EW RUCTON Dc DOT GRANT PROPOSED ELEMENTS D N 30 N. /• SHEET 2 , SCALE . DUVALL AVE NE CORRIDOR IMPROVEMENTS Estimate of Probable Cost 214-1779-065 April 12.2018 Pmlect Name Duvall Avenue NE Improvements.DOE elements Location Renton,WA City of Renton. ESHnated By: C D.Oow C0ec4e0 01 Cindy Cars K Gate. .1242016 !TEEM WSDOT SPEC N 9iD Item SECTION DESCRIPTION UNIT( UNIT PRICE TOTAL COST NOTES 9CHEDULF O•SIDEINALN E%TENSON SOUTH OP 10T 1 .1 M LS 2.000 180,000 10%at construction cost OOJS Cm eawaa GrvOd'n9 1 LS 56.000 SP 2-02 Petavng Seem Swan Pp6tuNen F 04 i0�0 2-02 Pose. Excavation Sn 60!East N.H..n Not:!!poem 0 SO removal(an...to NEMO..J tY CAP Cueem 6 114'CAP C.., N 1� LS 320,000 120,000 Ea4np asphalt arevay a No.,comer 5 a]t Ora.Borrow Incl.Haul 600 TEN 530 S16,000 aeon 001F,2 foot awn apn.6 fop cope 7008 2.09 SP...Eaardm Claes B 4M.Hate 1.747 CY 315 $16.200 srm1.le(35'w:a4S.deep).CS.(5'a Sa7.deeps,FaMae(6'a 8 T 0eplaespallmnary.II wk for esurwn 7017 Gra.M BacANI for PP Zone Beeprp 338 CY 535 $11,et7 2 deeps 2Wa over Pye 5oe 4W0irq for storm 5147 4.04 Crvened Sudapnp Lap Couee 137 TON 525 away(101 it)pal poll. SP 6una OO Pe. ... . Base PL tip Hew TON S50 under driveway Stem Sewer Pp.120.Dam. 2 Lf $102.555(SO Alen East side from 10ins 129141SO Tom 1010 sa Sunset on West Sides.floes not include ponlon Be..to BN06II) 3151 7.04 Testing Storm Sawwr Pipe 1.7,1 LF S5 111300 3061 12 7-00 Gton Ba.1n Tyoe I EA 11a SON inc..isith unit ' to Of*,SOup.% 5S5a0 52000 TSB ofMW,M Eas 10m O.W. 0 suns. 9w 7-05 Com..n 6 Nave 00x EA' 51.000 $1,000 Tete..ne Va..NJM n!,Cor flue mnew a2e.W4 14 15 SP 4400i4Renoon rm4nel Dy044.s Cue Inlet EA S25.000 0175 OM a4.a211 n4 12 a o.m. Sunset on Wet e Wawa.rue NOTnewa4 SP 8.01 w 10 To of at TESL RM..arts LS $30.0. 138,000 50%d m en nse n pm..Ix.. 17 6700 Cement Cont.Traffic Cu.am Gun. 520 162.000(East side 10m.t2WlWaaSide 10N to Suns. cemee1Conc Pgeese.[01 0 $25 5503 M.e.New tons Mpn9.1%..M unto aspn.1mnw.ay M.eme2 105nerN toe00e a ROW 5(p.7 d0S 10 7005 Cement Coe P.empa SWwed0 1 35 LS 0S00 $37.442.000 89 New iwiwrm ea.epe...Ian.(1364 s06P4mbe...(pan of...0AWMtluas additional sranit I anaspersp 12.Si...6ketres 20 1112 7056 1LamentL. nt Co 0.e.Cud Pa.Ty",SIgee ecdenEA SP .24 OP Cement...wall 2,05 Si 5$100 $275,000 See CST mnn0oDv.G 6 Pr.nwry Wee Cateror saoonmp• 33 8204 B-29 O19.00n SY.Iem LS S 1260. syn.for syer 9 MMem's Coaduc lanCoet� 0%Contingency 111776.82E TOTAL CONSTRUCTION COST 11060E. Engineering 420% S212.190 • \''. PROJECT Wall Easmenl 11100.000 �tpQ'ya �'( TOTAL PROJECT COST $ f tLc,Y:. M1 �-� Notice of Intent Construction Stormwater General Permit DEPARTMENT OF ECOLOGY State of Washington Application Type: ri New X Renewal Permit Number: WAR309680 NOI 33850 I. Contact Information Peririittee:_. Honorific: First Name: Flora Last Name: Lee Organization Name: City of Renton Title: City Engineer Mailing Address: 1055 S Grady Way Fl 5 City: Renton State: WA Zip Code: 98057-3232 Email: Flee@rentonwa.gov Primary Phone: 206-530-0294 , Secondary Phone: UBI Number: Site'Contact Honorific: First Name: Jordan Last Name: Widener Organization Name: Widener&Associates/Cowling and Co. L.L.0 Title: Mailing Address: 1902 120th PI SE City: Everett State: WA Zip Code: 98208-8400 Email: jordancw@widener-enviro.com Primary Phone: 510-725-2291 Secondary Phone: UBI Number: Site Owner Honorific: First Name: Flora Last Name: Lee Organization Name: City of Renton Title: City Engineer Mailing Address: 1055 S Grady Way Fl 5 City: Renton State: WA Zip Code: 98057-3232 Email: Flee@rentonwa.gov Primary Phone: 206-530-0294 Secondary Phone: UBI Number: II. Electronic Discharge Monitoring Reporting You must submit monthly discharge monitoring reports using Ecology's Electronic Discharge Monitoring Reporting (WQWebDMR)system.To sign up for WQWebDMR, or to register a new site, go to ecology.wa.gov/Regulations- Permits/Permits-certifications/Stormwater-general-permits, and click on the"Construction Stormwater"link.You will find information on WQWebDMR under the"WQWebDMR and PARIS"link on the right-hand side. If you are unable to submit your DMRs electronically,you may contact Ecology to request a waiver. Ecology will generally only grant waiver requests to those permittees without internet access. Only a permittee or representative,designated in writing, may request access to or a waiver from WQWebDMR. To have the ability to use the system immediately,you must submit the Electronic Signature Agreement with your application. If you have questions on this process, contact Ecology's WQWebDMR staff at WQWebPortal@ecy.wa.gov or 360-407-7097. Submission ID: 1752350 Page 1 of 4 Ill. Site Information Site Project Name: Duvall Ave NE Street Address or Location Description: Duvall Avenue NE from Sunset Boulevard to NE 7th Place and there is a 200 by 25 foot additional area along Duvall Avenue NE just northwest of its intersection with NE 4th in Renton in King county. City: Renton County: King Zip Code: 98059 Latitude: 47.5016174316406 Longitude: -122.156707763672 Type of Construction Activity: Site Acreage Residential Total site/project size: 5.8 acres 11 Commercial Total disturbed area: 0.7 acres Industrial Total area of soil disturbance for your site/project over the life of the project.Include grading, equipment staging,excavation, ® Highway or Road(city, county, state) borrow pit,material storage areas, dump areas,haul roads,side- cast areas,off-site construction support areas, and all other soil Utilities (specify): disturbance acreage associated with the project. El Other(specify): Will 1,000 cubic yards or more of poured concrete or recycled concrete be used over the ❑X Yes No life of the project? Estimated project start date: 9/30/2020 Estimated project completion date: 6/30/2021 Other Permits None IV. Existing Site Conditions 1.Are you aware of contaminated soils on this site? 11 Yes ®No 2.Are you aware of groundwater contamination located within the site boundary? El Yes ®No 3. If you answered yes to question 1 or 2,will any contaminated soils be distrubed or will any ❑Yes El No contaminated groundwater be discharged due to the proposed construction activity? If yes, please provide detailed information (as known and readily available) on the nature and extent of the contamination (concentrations, locations, and depth) as well as pollution prevention and/or treatment Best Management Practices (BMPs) proposed to control the discharge of soil and/or groundwater contaminants in stormwater.This should include information that would be included in related portions of the Stormwater Pollution Prevention Plan (SWPPP)that describe how contaminated and potentially contaminated construction stormwater and dewatering water will be managed. You may attach this information separately, if needed V. Stormwater Pollution Prevention Plan (SWPPP) You must develop a SWPPP prior to starting construction. Do not submit your SWPPP with your application. If you answered yes to the questions in Part IV, please submit the information that would be included in related portions of the SWPPP that describe how contaminated and potentially contaminated construction stormwater and dewatering water will be managed. VI. Best Management Practices (BMPs) You must use the BMPs listed in the Stormwater Management Manual for Western Washington or the Stormwater Management Manual for Eastern Washington or other manuals approved by Ecology. Alternatively,you may use demonstrably equivalent BMPs on the basis of permit condition S9.C.4. If you intend to use a BMP at your site that is not included in these manuals, but that you believe meets the definition of a demonstrably equivalent BMP, you must notify the appropriate regional office. (See Definitions in the Construction Stormwater General Permit).* http://ecology.wa.gov/Regulations-Permits/Permits-certifications/Stormwater-general-permits/Construction-stormwater- permit#contacts Submission ID: 1752350 Page 2 of 4 Note that if you receive permit coverage without indicating the preference for a demonstrably equivalent BMP and later decide to use one,you must provide Ecology with notice of the selection of an equivalent BMP no less than 60 days before the intended use of the equivalent BMP. VII. Discharge/Receiving Water Information Indicate whether your site's stormwater and/or dewatering water could enter surface waters, directly and/or indirectly: ®Water will discharge directly or indirectly(through a storm drain system or roadside ditch) into one or more surface waterbodies(wetlands, creeks, lakes, and all other surface waters and water courses). If your discharge is to a storm sewer system, provide the name of the operator of the storm sewer system: Water will discharge to ground with 100%infiltration, with no potential to reach surface waters under any conditions. If your project includes dewatering,you must include dewatering plans and discharge locations in your site Stormwater Pollution Prevention Plan. Location of Discharge into Surface Waterbody SOutfall' .Outfall Description. Surface Waterbody:Name,Outfall Type.,, Latitude Longitude' Number 1 IStormwaterDischarge IStormwaterDischarge Surface Water Body 47.50498962 - 40234 122.1564865 111231 VIII. State Environmental Policy Act(SEPA) This Notice of Intent(NOI) is incomplete and cannot be approved until the applicable SEPA requirements under Chapter 197-11 WAC are met. Who is the SEPA lead agency on your site? Has the SEPA lead agency issued a final decision on your checklist? Yes El No 111Exempt If No: The NOI is incomplete. Ecology will hold the application until a final SEPA decision is made or the Construction Stormwater NOI public comment period ends,whichever is later. You must notify Ecology once the lead agency has issued a determination. If Yes:Type of SEPA decision issued: Date of final SEPA decision: Date when all SEPA-related comment&appeal periods ended or will end: If Exempt: El Watershed Restoration &Fish Habitat Enhancement Exemption (RCW 43.21 C.0382). Infill Development Exemption (RCW 43.21 C.229). El Planned Action Exemption (RCW 43.21 C.031). ❑ Categorical Exemption. Under what section of the SEPA Rule (WAC 197-11-800) is it exempt? Section: IX. Public Notice You must publish a public notice at least once a week for two consecutive weeks with seven days between publications, in at least a single newspaper of general circulation in the county in which the facility is located. Ecology cannot grant permit coverage sooner than the end of the 30-day public comment period,which begins on the date of the second public notice. .Newspaper Name. First Public Notice Dates Second Public`Notice.Date Submission ID: 1752350 Page 3 of 4 X. Certification of Permittees "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." 12/15/2020 Permittee Signature Date • • • Submission ID: 1752350 Page 4 of 4 APE i Duvall Ave NE A - �; Corridor Improvements , ���'-` NE 7th PI to NE Sunset Blvd O City of Renton, WA 1 i - Section 3 & 10, Township 23N, Range 5E Legend j. g . r// 1APE NE12thal N ., .. -min me Ana a l" . III' W ICY Q ,i,. 0 500 1,000 R a i 3 I I Feet is • I , . , . r4 . ., , . 1 F - NE1Oth / , i / . . ,,____ , , !, : 4, 4 r 4 /; .. d NE 8th0 _ E. ;'7/ 171441310 r 0 125 250 `'• 4 i I I �. �, Feet FERGUDO. iI® PURCHASE ORDER Page 1 of 1 P/O.#:C3156-534 WATERWORKS From: PORTLAND WW #3011 Shared Services Center 12490 Jefferson Ave. Newport News VA 23602 253-538-8275 253-531-9909 To: ADVANCED DRAINAGE SYSTEMS INC Ship To: REED TRUCKING & EXCAVATING INC 140 VINELAND RD DUVALL AVE NE BAKERSFIELD, CA 93307-9515 DUVAL AVE NE Phone: 800-733-8523 RENTON, WA 98057 Fax: 360-828-0774 Confirming: JOE Written By: Mark Horvill Vendor P/O Ship Arrival Ship Via Freight Terms Freight Acct # Terms Number Date Date Date 7959 08/10/21 VENDOR TRUCK Full Freight 2% 50 DAYS Allowed NET 51 ********** D I R E C T ********** *** DUPLICATE *** DUPLICATE *** Line Qty Item Code Description Net Price U/M Total Price Arrival Date Source Order#: 1028168 • 2 140 A18650020IBPL2 18X20 HP N12 DW STRM SLD W/ 2 GSKT FT 3 2 A2467RC 24 N12 MARMAC REP COUP EA 4 2920 A12650020IBPL2 12X20 HP N12 DW STRM SLD W/ 2 GSKT FT 5 80 A24650020IBPL2 24X20 HP N12 DW STRM SLD W/ 2 GSKT FT PLEASE ADVISE EARLIEST SHIP DATE? QOUTE Q-508830 V1 *** HONOR AND SHIP BACKORDERS *** With questions regarding this order please email: mark.horvilll@ferguson.com Signed:Ferguson Waterworks TOTAL AMOUNT---> ACCEPTANCE OF THIS PURCHASE ORDER DEEMED ACCEPTANCE OF PURCHASER'S STANDARD TERMS OF PURCHASE, AND PRICES AND FREIGHT TERMS CONTAINED HEREIN. ALL DISCREPANCIES MUST BE REPORTED UPON RECEIPT OF THIS OFFER TO PURCHASE. COMPLETE TERMS AND CONDITIONS ARE AVAILABLE UPON REQUEST . t 4rziTp ';211:kr )Ii; STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PO Box 47600 • Olympia, WA 98504-7600 • 360-407-6000 ill for Washington Relay Service • Persons with a speech disability can call 877-833-6341 February 5, 2021 Flora Lee WAR309680 City of Renton Duvall Ave NE 1055 S Grady Way F15 Duvall Ave NE- Sunset Blvd to NE 7th P1 Renton,WA 98057-3232 Renton,WA, 98059 RE: Reissuance of the Construction Stormwater General Permit Dear Flora Lee: On November 18,2020,the Washington State Department of Ecology(Ecology)reissued the Construction Stormwater National Pollutant Discharge Elimination System and State Waste Discharge General Permit(permit).The permit became effective on January 1,2021,and expired on December 31,2025.A mobile-friendly copy of the permit,permit forms,and information related to your permit can be viewed and downloaded at www.ecology.wa.gov/eCoverage-packet. Retain this letter with your permit and Stormwater Pollution Prevention Plan.It is the official record of permit coverage for your site. Permit Overview The new permit has a number of changes. The changes are summarized in the Fact Sheet.You can find more information on Ecology's website at www.ecology.wa.gov/constructionstorrnwaterpermit. Site Specific Monitoring Requirements Your monitoring requirements may be viewed by logging in to WebDMR and viewing your first DMR. If you believe there is a discrepancy between what the permit requires and the DMR, please contact Ecology immediately: www.ecology.wa.gov/constructionstormwaterpemiit#contact. Any additional monitoring requirements. such as those applied through an Administrative Order,will remain in effect. Copies of the Permit You may download copies of the final permit, Fact Sheet,Response to Comments,and other supporting documents online at www.ecolostv.wa.gov/constructionstormwaterpenmit.You may also request copies from Dena Jaskar at(360)407-6401 or by email at dena.jaskar@ecy.wa.gov. Flora Lee February 5,2021 Page 2 Appeal of Permit Coverage You have a right to appeal coverage under the general permit to the Pollution Control Hearings Board(PCHB). Appeals must be filed within 30 days of the date of receipt of this letter. Any appeal is limited to the general permit's applicability or non-applicability to a specific discharge.The appeal process is governed by Chapter 43.21B RCW and Chapter 371-08 WAC. "Date of receipt"is defined in RCW 43.21B.001(2). For more information regarding your right to appeal,go to: https://fortress.wa.gov/ecy/publications/SummaryPages/1710007.html to view Ecology's Focus Sheet:Appeal of General Permit Coverage. For Additional Information or Assistance Ecology is committed to providing assistance to you. Please review our web page at www.ecology.wa.gov/constructionstormwaterpermit. For questions about transfers,terminations,and other administrative issues,please contact Kendra Henderson at Kendra.Henderson@ecy.wa.gov,or (360)407-6556. If you have questions regarding stormwater management issues at your site,please contact Mathew Kwartin of Ecology's Northwest Regional Office in Bellevue at matthew.kwartin@ecy.wa.gov,or (425)649-4484. If you have questions regarding the permit,please contact Noel Tamboer at(360)701-6171,or noel.tamboer@ecy.wa.gov. Sincerely, Plit K7161( Jeff Killelea,Acting Manager Program Development Services Section Water Quality Program • Issuance Date: November 18, 2020 Effective Date: January 1, 2021 Expiration Date: December 31, 2025 CONSTRUCTION STORMWATER GENERAL. PERMIT National Pollutant Discharge Elimination System (NPDES) and State Waste Discharge General Permit for Stormwater Discharges Associated with Construction Activity State of Washington. Department of Ecology Olympia, Washington 98504_ In compliance with the provisions of Chapter 90.48 Revised Code of Washington (State of Washington Water Pollution Control Act). and Title 33 United States Code, Section 1251 et seq. The Federal Water Pollution Control Act(The Clean Water Act) Until this permit expires, is modified, or revoked, Permittees that have properly obtained coverage under this general permit are authorized to discharge in accordance with the special and general conditions that follow. Vincent McGowan, P.E. Water Quality Program Manager Washington State Department of Ecology TABLE OF CONTENTS LIST OF TABLES ii SUMMARY OF PERMIT REPORT SUBMITTALS 1 SPECIAL CONDITIONS 3 S1. Permit Coverage 3 S2. Application Requirements 7 S3. Compliance with Standards 9 S4. Monitoring Requirements, Benchmarks,and Reporting Triggers 10 S5. Reporting and Recordkeeping Requirements 17 S6. Permit Fees 20 S7. Solid and Liquid Waste Disposal 20 S8. Discharges to 303(D)or TMDL Waterbodies 20 S9. Stormwater Pollution Prevention Plan 23 S10. Notice Of Termination 32 GENERAL CONDITIONS 34 G1. Discharge Violations 34 G2. Signatory Requirements 34 G3. Right of.Inspection and Entry_ 35 G4. General Permit Modification and Revocation 35 G5. Revocation of Coverage Under tPermit 35 G6. Reporting a Cause for Modification 36 G7. Compliance with Other Laws and Statutes 36 G8. Duty to Reapply 36 G9. Removed Substance 36 G10. Duty to Provide Information 36 G11. Other Requirements of 40 CFR 37 G12. Additional Monitoring 37 G13. Penalties for Violating Permit Conditions 37 G14. Upset 37 G15. Property Rights 37 G16. Duty to Comply 37 G17. Toxic Pollutants 38 G18. Penalties for Tampering 38 G19. Reporting Planned Changes 38 G20. Reporting Other Information 38 G21. Reporting Anticipated Non-Compliance 38 Construction Stormwater General Permit Page G22. Requests to Be Excluded From Coverage Under the Permit 39 G23. Appeals 39 G24. Severability 39 G25. Bypass Prohibited 39 APPENDIX A—DEFINITIONS 42 APPENDIX B—ACRONYMS 50 LIST OF TABLES Table 1 Summary of Required Submittals 1 Table 2 Summary of Required On-site Documentation 2 Table 3 Summary of Primary Monitoring Requirements 12 Table 4 Monitoring and Reporting Requirements 14 Table 5 Turbidity, Fine Sediment&Phosphorus Sampling and Limits for 303(d)-Listed Waters 22 Table 6 pH Sampling and Limits for 303(d)-Listed Waters 22 Construction Stormwater General Permit Page ii SUMMARY OF PERMIT REPORT SUBMITTALS Refer to the Special and General Conditions within this permit for additional submittal requirements. Appendix A provides a list of definitions.Appendix B provides a list of acronyms. Table 1 Summary of Required Submittals Permit Submittal :Frequency First Submittal Date ' Section S5.A and High Turbidity/Transparency Phone As Necessary Within 24 hours S8 Reporting S5.B Discharge Monitoring Report Monthly* Within 15 days following the end of each month S5.F and Noncompliance Notification - As necessary Within 24 hours S8 Telephone Notification S5.F Noncompliance Notification -Written As necessary Within 5 Days of Report non-compliance S9.D Request for Chemical Treatment Form As necessary Written approval from Ecology is required prior to using chemical treatment (with the exception of dry ice, CO2 or food grade vinegar to adjust pH) G2 Notice of Change in Authorization As necessary G6 Permit Application for Substantive As necessary Changes to the Discharge G8 Application for Permit Renewal 1/permit cycle No later than 180 days before expiration S2.A Notice of Permit Transfer As necessary G19 Notice of Planned Changes As necessary G21 Reporting Anticipated Non-compliance As necessary NOTE:*Permittees must submit electronic Discharge Monitoring Reports(DMRs)to the Washington State Department of Ecology monthly,regardless of site discharge,for the full duration of permit coverage. Refer to Section S5.B of this General Permit for more specific information regarding DMRs. Construction Stormwater General Permit Page 1 Table 2 Summary of Required On-site Documentation Document Title Permit Conditions Permit Coverage Letter See Conditions S2,S5 Construction Stormwater General Permit(CSWGP) See Conditions S2,S5 Site Log Book See Conditions S4,S5 Stormwater Pollution Prevention Plan(SWPPP) - See Conditions S5,S9 Site Map See Conditions S5,S9 Construction Stormwater General Permit Page 2 SPECIAL CONDITIONS S1. PERMIT COVERAGE A. Permit Area This Construction Stormwater General Permit(CSWGP) covers all areas of Washington State, except for federal operators and Indian Country as specified in Special Condition S1.E.3 and 4. B. Operators Required to Seek Coverage Under this General Permit 1. Operators of the following construction activities are required to seek coverage under this CSWGP: a. Clearing,grading and/or excavation that results in the disturbance of one or more acres(including off-site disturbance acreage related to construction-support activity as authorized in S1.C.2)and discharges stormwater to surface waters of the State; and clearing,grading and/or excavation on sites smaller than one acre that are part of a larger common plan of development or sale,if the common plan of development or sale will ultimately disturb one acre or more and discharge stormwater to surface waters of the State. i. This category includes forest practices(including, but not limited to,class IV conversions)that are part of a construction activity that will result in the disturbance of one or more acres,and discharge to surface waters of the State (that is,forest practices that prepare a site for construction activities);and b. Any size construction activity discharging stormwater to waters of the State that the Washington State Department of Ecology(Ecology): i. Determines to be a significant contributor of pollutants to waters of the State of Washington. ii. Reasonably expects to cause a violation of any water quality standard. 2. Operators of the following activities are not required to seek coverage under this CSWGP (unless specifically required under Special Condition S1.B.1.b,above): a. Construction activities that discharge all stormwater and non-stormwater to groundwater,sanitary sewer,or combined sewer,and have no point source discharge to either surface water or a storm sewer system that drains to surface waters of the State. b. Construction activities covered under an Erosivity Waiver(Special Condition S1.F). c. Routine maintenance that is performed to maintain the original line and grade, hydraulic capacity,or original purpose of a facility. C. Authorized Discharges 1. Stormwater Associated with Construction Activity. Subject to compliance with the terms and conditions of this permit, Permittees are authorized to discharge stormwater associated with construction activity to surface waters of the State or to a storm sewer system that drains to surface waters of the State.(Note that"surface waters of the Construction Stormwater General Permit Page 3 4J ° State" may exist on a construction site as well as off site;for example,a creek running through a site.) 2. Stormwater Associated with Construction Support Activity.This permit also authorizes stormwater discharge from support activities related to the permitted construction site (for example,an on-site portable rock crusher,off-site equipment staging yards,material storage areas, borrow areas,etc.) provided: a. The support activity relates directly to the permitted construction site that is required to have an NPDES permit;and b. The support activity is not a commercial operation serving multiple unrelated construction projects,and does not operate beyond the completion of the construction activity;and c. Appropriate controls and measures are identified in the Stormwater Pollution Prevention Plan (SWPPP)for the discharges from the support activity areas. 3. Non-Stormwater Discharges.The categories and sources of non-stormwater discharges identified below are authorized conditionally,provided the discharge is consistent with the terms and conditions of this permit: a. Discharges from fire-fighting activities. b. Fire hydrant system flushing. c. Potable water, including uncontaminated water line flushing. d. Hydrostatic test water. e. Uncontaminated air conditioning or compressor condensate. f. Uncontaminated groundwater or spring water. g. Uncontaminated excavation dewatering water(in accordance with S9.D.10). h. Uncontaminated discharges from foundation or footing drains. i. Uncontaminated or potable water used to control dust. Permittees must minimize the amount of dust control water used. j. Routine external building wash down that does not use detergents. k. Landscape irrigation water. The SWPPP must adequately address all authorized non-stormwater discharges,except for discharges from fire-fighting activities,and must comply with Special Condition S3.At a minimum,discharges from potable water (including water line flushing),fire hydrant system flushing,and pipeline hydrostatic test water must undergo the following:dechlorination to a concentration of 0.1 parts per million (ppm)or less,and pH adjustment to within 6.5—8.5 standard units(su),if necessary. D. Prohibited Discharges The following discharges to waters of the State, including groundwater,are prohibited: Construction Stormwater General Permit Page 4 1. Concrete wastewater 2. Wastewater from washout and clean-up of stucco, paint,form release oils, curing compounds and other construction materials. 3. Process wastewater as defined by 40 Code of Federal Regulations(CFR) 122.2(See Appendix A of this permit). 4. Slurry materials and waste from shaft drilling, including process wastewater from shaft drilling for construction of building,road,and bridge foundations unless managed according to Special Condition 59.D.9.j. 5. Fuels, oils,or other pollutants used in vehicle and equipment operation and maintenance. 6. Soaps or solvents used in vehicle and equipment washing. 7. Wheel wash wastewater, unless managed according to Special Condition S9.D.9. 8. Discharges from dewatering activities,including discharges from dewatering of trenches and excavations, unless managed according to Special Condition 59.D.10. E. Limits on Coverage Ecology may require any discharger to apply for and obtain coverage under an individual permit or another more specific general permit.Such alternative coverage will be required when Ecology determines that this CSWGP does not provide adequate assurance that water quality will be protected,or there is a reasonable potential for the project to cause or contribute to a violation of water quality standards. The following stormwater discharges are not covered by this permit: 1. Post-construction stormwater discharges that originate from the site after completion of construction activities and the site has undergone final stabilization. 2. Non-point source silvicultural activities such as nursery operations,site preparation, reforestation and subsequent cultural treatment,thinning, prescribed burning, pest and fire control, harvesting operations,surface drainage,or road construction and maintenance,from which there is natural runoff as excluded in 40 CFR Subpart 122. 3. Stormwater from any federal operator. 4. Stormwater from facilities located on Indian Country as defined in 18 U.S.C.§1151, except portions of the Puyallup Reservation as noted below. Indian Country includes: a. All land within any Indian Reservation notwithstanding the issuance of any patent, and, including rights-of-way running through the reservation.This includes all federal,tribal,and Indian and non-Indian privately owned land within the reservation. b. All off-reservation Indian allotments,the Indian titles to which have not been extinguished, including rights-of-way running through the same. c. All off-reservation federal trust lands held for Native American Tribes. Construction Stormwater General Permit Page 5 tri;,r. Puyallup Exception: Following the Puyallup Tribes of Indians Land Settlement Act of 1989,25 U.S.C. §1773;the permit does apply to land within the Puyallup Reservation except for discharges to surface water on land held in trust by the federal government. 5. Stormwater from any site covered under an existing NPDES individual permit in which stormwater management and/or treatment requirements are included for all stormwater discharges associated with construction activity. 6. Stormwater from a site where an applicable Total Maximum Daily Load (TMDL) requirement specifically precludes or prohibits discharges from construction activity. F. Erosivity Waiver Construction site operators may qualify for an Erosivity Waiver from the CSWGP if the following conditions are met: 1. The site will result in the disturbance of fewer than five(5)acres and the site is not a portion of a common plan of development or sale that will disturb five(5) acres or greater. 2. Calculation of Erosivity"R" Factor and Regional Timeframe: a. The project's calculated rainfall erosivity factor("R" Factor) must be less than five (5)during the period of construction activity,(See the CSWGP homepage http://www.ecv.wa.gov/programs/wq/stormwater/construction/index.html for a link to the EPA's calculator and step by step instructions on computing the"R" Factor in the EPA Erosivity Waiver Fact Sheet).The period of construction activity starts when the land is first disturbed and ends with final stabilization. In addition: b. The entire period of construction activity must fall within the following timeframes: i. For sites west of the Cascades Crest:June 15—September 15. ii. For sites east of the Cascades Crest,excluding the Central Basin: June 15—October 15. iii. For sites east of the Cascades Crest,within the Central Basin: no timeframe restrictions apply.The Central Basin is defined as the portions of Eastern Washington with mean annual precipitation of less than 12 inches. For a map of the Central Basin (Average Annual Precipitation Region 2), refer to: http://www.ecv.wa.gov/programs/wq/stormwater/construction/reso urcesguida nce.html. 3. Construction site operators must submit a complete Erosivity Waiver certification form at least one week before disturbing the land.Certification must include statements that the operator will: a. Comply with applicable local stormwater requirements;and b. Implement appropriate erosion and sediment control BMPs to prevent violations of water quality standards. 4. This waiver is not available for facilities declared significant contributors of pollutants as defined in Special Condition S1.B.1.b or for any size construction activity that could Construction Stormwater General Permit Page 6 reasonably expect to cause a violation of any water quality standard as defined in Special Condition 51.B.1.b.ii. 5. This waiver does not apply to construction activities which include non-stormwater discharges listed in Special Condition 51.C.3. 6. If construction activity extends beyond the certified waiver period for any reason,the operator must either: a. Recalculate the rainfall erosivity"R"factor using the original start date and a new projected ending date and, if the"R"factor is still under 5 and the entire project falls within the applicable regional timeframe in Special Condition S1.F.2.b, complete and submit an amended waiver certification form before the original waiver expires;or b. Submit a complete permit application to Ecology in accordance with Special Condition S2.A and B before the end of the certified waiver period. S2. APPLICATION REQUIREMENTS A. Permit Application Forms 1. Notice of Intent Form a. Operators of new or previously unpermitted construction activities must submit a complete and accurate permit application (Notice of Intent,or NOI)to Ecology. b. Operators must apply using the electronic application form (NOI)available on Ecology's website(http://ecv.wa.gov/programs/wq/stormwater/construction/index.html). Permittees unable to submit electronically(for example,those who do not have an internet connection) must contact Ecology to request a waiver and obtain instructions on how to obtain a paper NOI. Department of Ecology Water Quality Program-Construction Stormwater PO Box 47696 Olympia,Washington 98504-7696 c. The operator must submit the NOI at least 60 days before discharging stormwater from construction activities and must submit it prior to the date of the first public notice(See Special Condition S2.B,below,for details).The 30-day public comment period begins on the publication date of the second public notice. Unless Ecology responds to the complete application in writing,coverage under the general permit will automatically commence on the 315`day following receipt by Ecology of a completed NOI, or the issuance date of this permit,whichever is later; unless Ecology specifies a later date in writing as required by WAC173-226-200(2).See 58.B for Limits on Coverage for New Discharges to TMDL or 303(d)-Listed Waters. d. If an applicant intends to use a Best Management Practice(BMP)selected on the basis of Special Condition 59.C.4("demonstrably equivalent" BMPs),the applicant must notify Ecology of its selection as part of the NOI. In the event the applicant selects BMPs after submission of the NOI,the applicant must provide notice of the Construction Stormwater General Permit Page 7 y' Ippis t selection of an equivalent BMP to Ecology at least 60 days before intended use of the equivalent BMP. e. Applicants must notify Ecology if they are aware.of contaminated soils and/or groundwater associated with the construction activity. Provide detailed information with the NOI (as known and readily available)on the nature and extent of the contamination (concentrations, locations,and depth),as well as pollution prevention and/or treatment BMPs proposed to control the discharge of soil and/or groundwater contaminants in stormwater. Examples of such detail may include,but are not limited to: i. List or table of all known contaminants with laboratory test results showing concentration and depth, ii. Map with sample locations, iii. Related portions of the Stormwater Pollution Prevention Plan (SWPPP)that address the management of contaminated and potentially contaminated construction stormwater and dewatering water, iv. Dewatering plan and/or dewatering contingency plan. 2. Transfer of Coverage Form The Permittee can transfer current coverage under this permit to one or more new operators, including operators of sites within a Common Plan of Development, provided: i. The Permittee submits a complete Transfer of Coverage Form to Ecology, signed by the current and new discharger and containing a specific date for transfer of permit responsibility,coverage and liability(including any Administrative Orders associated with the permit);and ii. Ecology does not notify the current discharger and new discharger of intent to revoke coverage under the general permit. If this notice is not given,the transfer is effective on the date specified in the written agreement. When a current discharger(Permittee)transfers a portion of a permitted site,the current discharger must also indicate the remaining permitted acreage after the transfer. Transfers do not require public notice. 3. Modification of Coverage Form Permittees must notify Ecology regarding any changes to the information provided on the NOI by submitting an Update/Modification of Permit Coverage form in accordance with General Conditions G6 and G19. Examples of such changes include, but are not limited to: i. Changes to the Permittee's mailing address, ii. Changes to the on-site contact person information,and iii. Changes to the area/acreage affected by construction activity. Construction Stormwater General Permit Page 8 B. Public Notice For new or previously unpermitted construction activities,the applicant must publish a public notice at least one time each week for two consecutive weeks,at least 7 days apart, in a newspaper with general circulation in the county where the construction is to take place.The notice must be run after the NOI has been submitted and must contain: 1. A statement that"The applicant is seeking coverage under the Washington State Department of Ecology's Construction Stormwater NPDES and State Waste Discharge General Permit." 2. The name,address,and location of the construction site. 3. The name and address of the applicant. 4. The type of construction activity that will result in a discharge(for example, residential construction, commercial construction,etc.),and the total number of acres to be disturbed over the lifetime of the project. 5. The name of the receiving water(s) (that is,the surface water(s)to which the site will discharge),or, if the discharge is through a storm sewer system,the name of the operator of the system and the receiving water(s)the system discharges to. 6. The statement: Any persons desiring to present their views to the Washington State Department of Ecology regarding this application, or interested in Ecology's action on this application, may notify Ecology in writing no later than 30 days of the last date of publication of this notice. Ecology reviews public comments and considers whether discharges from this project would cause a measurable change in receiving water quality, and, if so, whether the project is necessary and in the overriding public interest according to Tier II antidegradation requirements under WAC 173-201A-320. Comments can be submitted to:Department of Ecology, PO Box 47696, Olympia, Washington 98504-7696 Attn: Water Quality Program, Construction Stormwater. S3. COMPLIANCE WITH STANDARDS A. Discharges must not cause or contribute to a violation of surface water quality standards (Chapter 173-201A WAC),groundwater quality standards(Chapter 173-200 WAC), sediment management standards(Chapter 173-204 WAC), and human health-based criteria in the Federal water quality criteria applicable to Washington.(40 CFR Part 131.45) Discharges that are not in compliance with these standards are prohibited. B. Prior to the discharge of stormwater and non-stormwater to waters of the State,the Permittee must apply All Known,Available,and Reasonable methods of prevention, control,and Treatment(AKART).This includes the preparation and implementation of an adequate SWPPP,with all appropriate BMPs installed and maintained in accordance with the SWPPP and the terms and conditions of this permit. C. Ecology presumes that a Permittee complies with water quality standards unless discharge monitoring data or other site-specific information demonstrates that a discharge causes or contributes to a violation of water quality standards,when the Permittee complies with the following conditions.The Permittee must fully: Construction Stormwater General Permit Page 9 t i ‘114. 1. Comply with all permit conditions, including; planning,sampling,monitoring, reporting,and recordkeeping conditions. 2. Implement stormwater BMPs contained in stormwater management manuals published or approved by Ecology,or BMPs that are demonstrably equivalent to BMPs contained in stormwater management manuals published or approved by Ecology, including the proper selection,implementation,and maintenance of all applicable and appropriate BMPs for on-site pollution control. (For purposes of this section,the stormwater manuals listed in Appendix 10 of the Phase 1 Municipal Stormwater Permit are approved by Ecology.) D. Where construction sites also discharge to groundwater,the groundwater discharges must also meet the terms and conditions of this CSWGP. Permittees who discharge to groundwater through an injection well must also comply with any applicable requirements of the Underground Injection Control (UIC) regulations,Chapter 173-218 WAC. S4. MONITORING REQUIREMENTS, BENCHMARKS, AND REPORTING TRIGGERS A. Site Log Book The Permittee must maintain a site log book that contains a record of the implementation of the SWPPP and other permit requirements,including the installation and maintenance of BMPs,site inspections,and stormwater monitoring. B. Site Inspections Construction sites one(1)acre or larger that discharge stormwater to surface waters of the State must have site inspections conducted by a Certified Erosion and Sediment Control Lead (CESCL).Sites less than one(1)acre may have a person without CESCL certification conduct inspections.(See Special Conditions S4.B.3 and B.4, below,for detailed requirements of the Permittee's CESCL.) J Site inspections must include all areas disturbed by construction activities,all BMPs,and all stormwater discharge points under the Permittee's operational control. 1. The Permittee must have staff knowledgeable in the principles and practices of erosion and sediment control.The CESCL(sites one acre or more)or inspector(sites less than one acre) must have the skills to assess the: a. Site conditions and construction activities that could impact the quality of stormwater; and b. Effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges.The SWPPP must identify the CESCL or inspector,who must be present on site or on-call at all times.The CESCL(sites one(1)acre or more) must obtain this certification through an approved erosion and sediment control training program that meets the minimum training standards established by Ecology. (See BMP C160 in the manual, referred to in Special Condition S9.C.1 and 2.) 2. The CESCL or inspector must examine stormwater visually for the presence of suspended sediment,turbidity,discoloration,and oil sheen. BMP effectiveness must be evaluated to Construction Stormwater General Permit Page 10 determine if it is necessary to install,maintain,or repair BMPs to improve the quality of stormwater discharges. Based on the results of the inspection,the Permittee must correct the problems identified,by: a. Reviewing the SWPPP for compliance with Special Condition S9 and making appropriate revisions within 7 days of the inspection. b. Immediately beginning the process of fully implementing and maintaining appropriate source control and/or treatment BMPs,within 10 days of the inspection. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when an extension is requested by a Permittee within the initial 10-day response period. c. Documenting BMP implementation and maintenance in the site log book. 3. The CESCL or inspector must inspect all areas disturbed by construction activities,all BMPs,and all stormwater discharge points at least once every calendar week and within 24 hours of any discharge from the site.(For purposes of this condition, individual discharge events that last more than one(1) day do not require daily inspections. For example, if a stormwater pond discharges continuously over the course of a week,only one(1) inspection is required that week.) Inspection frequency may be reduced to once every calendar month for inactive sites that are temporarily stabilized. 4. The Permittee must summarize the results of each inspection in an inspection report or checklist and enter the report/checklist into,or attach it to,the site log book.At a minimum,each inspection report or checklist must include: a. Inspection date and time. b. Weather information. c. The general conditions during inspection. d. The approximate amount of precipitation since the last inspection. e. The approximate amount of precipitation within the last 24 hours. f. A summary or list of all implemented BMPs, including observations of all erosion/sediment control structures or practices. g. A description of: i. BMPs inspected (including location). ii. BMPs that need maintenance and why. iii. BMPs that failed to operate as designed or intended,and iv. Where additional or different BMPs are needed, and why. h. A description of stormwater discharged from the site.The Permittee must note the presence of suspended sediment,turbidity,discoloration,and oil sheen,as applicable. Construction Stormwater General Permit Page 11 i. Any water quality monitoring performed during inspection. j. General comments and notes, including a brief description of any BMP repairs, maintenance,or installations made following the inspection. k. An implementation schedule for the remedial actions that the Permittee plans to take if the site inspection indicates that the site is out of compliance.The remedial actions taken must meet the requirements of the SWPPP and the permit. I. A summary report of the inspection. m. The name,title,and signature of the person conducting the site inspection,a phone number or other reliable method to reach this person,and the following statement: 1 certify that this report is true, accurate, and complete to the best of my knowledge and belief. Table 3 Summary of Primary Monitoring Requirements Weekly Size of Soil Weekly Site Weekly Sampling w/ Weekly pH CESCL Disturbance) Inspections 'Sampling w/ • Transparency Sampling? Required for Turbidity Meter Tube Inspections? Sites that disturb less than 1 acre, but are Required Not Required Not Required Not Required No part of a larger Common Plan of Development Sites that disturb 1 Required Sampling Required - Required Yes acre or more, but either method3 fewer than 5 acres. Sites that disturb 5 Required Required Not Required4 Required Yes acres or more 1 Soil disturbance is calculated by adding together all areas that will be affected by construction activity. Construction activity means clearing,grading,excavation,and any other activity that disturbs the surface of the land,including ingress/egress from the site. 2 If construction activity results in the disturbance of 1 acre or more,and involves significant concrete work(1,000 cubic yards of concrete or recycled concrete placed or poured over the life of a project)or the use of engineered soils(soil amendments including but not limited to Portland cement-treated base[CTB],cement kiln dust[CKD],or fly ash),and stormwater from the affected area drains to surface waters of the State or to a storm sewer stormwater collection system that drains to other surface waters of the State,the Permittee must conduct pH sampling in accordance with Special Condition S4.D. 'Sites with one or more acres,but fewer than 5 acres of soil disturbance,must conduct turbidity or transparency sampling in accordance with Special Condition S4.C.4.a or b. Sites equal to or greater than 5 acres of soil disturbance must conduct turbidity sampling using a turbidity meter in accordance with Special Condition S4.C.4.a. Construction Stormwater General Permit Page 12 C. Turbidity/Transparency Sampling Requirements 1. Sampling Methods a. If construction activity involves the disturbance of five(5)acres or more,the Permittee must conduct turbidity sampling per Special Condition S4.C.4.a, below. b. If construction activity involves one(1)acre or more but fewer than five (5)acres of soil disturbance,the Permittee must conduct either transparency sampling or turbidity sampling per Special Condition S4.C.4.a or b,below. 2. Sampling Frequency a. The Permittee must sample all discharge points at least once every calendar week when stormwater(or authorized non-stormwater) discharges from the site or enters any on-site surface waters of the state(for example,a creek running through a site);sampling is not required on sites that disturb less than an acre. b. Samples must be representative of the flow and characteristics of the discharge. c. Sampling is not required when there is no discharge during a calendar week. d. Sampling is not required outside of normal working hours or during unsafe conditions. e. If the Permittee is unable to sample during a monitoring period,the Permittee must include a brief explanation in the monthly Discharge Monitoring Report(DMR). f. Sampling is not required before construction activity begins. g. The Permittee may reduce the sampling frequency for temporarily stabilized, inactive sites to once every calendar month. 3. Sampling Locations a. Sampling is required at all points where stormwater associated with construction activity(or authorized non-stormwater) is discharged off site,including where it enters any on-site surface waters of the state(for example,a creek running through a site). b. The Permittee may discontinue sampling at discharge points that drain areas of the project that are fully stabilized to prevent erosion. c. The Permittee must identify all sampling point(s) in the SWPPP and on the site map and clearly mark these points in the field with a flag,tape,stake or other visible marker. d. Sampling is not required for discharge that is sent directly to sanitary or combined sewer systems. e. The Permittee may discontinue sampling at discharge points in areas of the project where the Permittee no longer has operational control of the construction activity. Construction Stormwater General Permit Page 13 1 s 4. Sampling and Analysis Methods a. The Permittee performs turbidity analysis with a calibrated turbidity meter (turbidimeter)either on site or at an accredited lab.The Permittee must record the results in the site log book in nephelometric turbidity units(NTUs). b. The Permittee performs transparency analysis on site with a 1%inch diameter,60 centimeter(cm)-long transparency tube.The Permittee will record the results in the site log book in centimeters(cm). Table 4 Monitoring and Reporting Requirements Parameter Unit Analytical Method Sampling Benchmark Frequency Value Turbidity NTU SM2130 Weekly, if 25 NTUs discharging Manufacturer Weekly, if Transparency Cm instructions, or 33 cm Ecology guidance discharging 5. Turbidity/Transparency Benchmark Values and Reporting Triggers The benchmark value for turbidity is 25 NTUs.The benchmark value for transparency is 33 centimeters(cm). Note: Benchmark values do not apply to discharges to segments of water bodies on Washington State's 303(d) list(Category 5)for turbidity,fine sediment, or phosphorus;these discharges are subject to a numeric effluent limit for turbidity. Refer to Special Condition S8 for more information and follow S5.F—Noncompliance Notification for reporting requirements applicable to discharges which exceed the numeric effluent limit for turbidity. a. Turbidity 26—249 NTUs,or Transparency 32—7 cm: If the discharge turbidity is 26 to 249 NTUs;or if discharge transparency is 32 to 7 cm,the Permittee must: i. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs,and no later than 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when the Permittee requests an extension within the initial 10-day response period. ii. Review the SWPPP for compliance with Special Condition S9 and make appropriate revisions within 7 days of the date the discharge exceeded the benchmark. iii. Document BMP implementation and maintenance in the site log book. b. Turbidity 250 NTUs or greater,or Transparency 6 cm or less: If a discharge point's turbidity is 250 NTUs or greater,or if discharge transparency is less than or equal to 6 cm,the Permittee must complete the reporting and adaptive Construction Stormwater General Permit Page 14 management process described below. For discharges which are subject to a numeric effluent limit for turbidity,see S5.F—Noncompliance Notification. i. Within 24 hours,telephone or submit an electronic report to the applicable Ecology Region's Environmental Report Tracking System(ERTS) number(or through Ecology's Water Quality Permitting Portal [WQWebPortal]—Permit Submittals when the form is available), in accordance with Special Condition 55.A. • Central Region (Okanogan,Chelan, Douglas, Kittitas,Yakima, Klickitat, Benton): (509)575-2490 • Eastern Region(Adams,Asotin,Columbia, Ferry, Franklin,Garfield, Grant, Lincoln, Pend Oreille,Spokane,Stevens,Walla Walla,Whitman): (509)329-3400 • Northwest Region(Kitsap,Snohomish, Island, King,San Juan,Skagit, Whatcom): (425)649-7000 • Southwest Region (Grays Harbor, Lewis, Mason,Thurston, Pierce,Clark, Cowlitz,Skamania,Wahkiakum,Clallam,Jefferson, Pacific): (360)407-6300 These numbers and a link to the ERTS reporting page are also listed at the following website:http://www.ecv.wa.gov/programs/wq/stormwater/construction/index.html. ii. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible,addressing the problems within 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days,Ecology may approve additional time when the Permittee requests an extension within the initial 10-day response period. iii. Sample discharges daily until: a) Turbidity is 25 NTUs(or lower);or b) Transparency is 33 cm (or greater);or c) The Permittee has demonstrated compliance with the water quality standard for turbidity: 1) No more than 5 NTUs over background turbidity, if background is less than 50 NTUs,or 2) No more than 10%over background turbidity, if background is 50 NTUs or greater;or *Note: background turbidity in the receiving water must be measured immediately upstream (upgradient)or outside of the area of influence of the discharge. d) The discharge stops or is eliminated. iv. Review the SWPPP for compliance with Special Condition S9 and make appropriate revisions within seven (7) days of the date the discharge exceeded the benchmark. Construction Stormwater General Permit Page 15 a __,i v. Document BMP implementation and maintenance in the site log book. Compliance with these requirements does not relieve the Permittee from responsibility to maintain continuous compliance with permit benchmarks. D. pH Sampling Requirements—Significant Concrete Work or Engineered Soils If construction activity results in the disturbance of 1 acre or more,and involves significant concrete work(significant concrete work means greater than 1000 cubic yards placed or poured concrete or recycled concrete used over the life of a project)or the use of engineered soils(soil amendments including but not limited to Portland cement-treated base [CTB], cement kiln dust [CKD],or fly ash),and stormwater from the affected area drains to surface waters of the State or to a storm sewer system that drains to surface waters of the State,the Permittee must conduct pH sampling as set forth below. Note: In addition,discharges to segments of water bodies on Washington State's 303(d) list(Category 5)for high pH are subject to a numeric effluent limit for pH;refer to Special Condition S8. 1. The Permittee must perform pH analysis on site with a calibrated pH meter,pH test kit, or wide range pH indicator paper.The Permittee must record pH sampling results in the site log book. 2. During the applicable pH monitoring period defined below,the Permittee must obtain a representative sample of stormwater and conduct pH analysis at least once per week. a. For sites with significant concrete work,the Permittee must begin the pH sampling period when the concrete is first placed or poured and exposed to precipitation,and continue weekly throughout and after the concrete placement,pour and curing period, until stormwater pH is in the range of 6.5 to 8.5 (su). b. For sites with recycled concrete where monitoring is required,the Permittee must begin the weekly pH sampling period when the recycled concrete is first exposed to precipitation and must continue until the recycled concrete is fully stabilized with the stormwater pH in the range of 6.5 to 8.5 (su). c. For sites with engineered soils,the Permittee must begin the pH sampling period when the soil amendments are first exposed to precipitation and must continue until the area of engineered soils is fully stabilized. 3. The Permittee must sample pH in the sediment trap/pond(s)or other locations that receive stormwater runoff from the area of significant concrete work or engineered soils before the stormwater discharges to surface waters. 4. The benchmark value for pH is 8.5 standard units.Anytime sampling indicates that pH is 8.5 or greater,the Permittee must either: a. Prevent the high pH water(8.5 or above)from entering storm sewer systems or surface waters of the state;or b. If necessary,adjust or neutralize the high pH water until it is in the range of pH 6.5 to 8.5 (su) using an appropriate treatment BMP such as carbon dioxide(CO2)sparging,dry ice or food grade vinegar.The Permittee must obtain written approval from Ecology before using any form of chemical treatment other than CO2 sparging,dry ice or food grade vinegar. Construction Stormwater General Permit Page 16 S5. REPORTING AND RECORDKEEPING REQUIREMENTS A. High Turbidity Reporting Anytime sampling performed in accordance with Special Condition 54.0 indicates turbidity has reached the 250 NTUs or more(or transparency less than or equal to 6 cm), high turbidity reporting level,the Permittee must notify Ecology within 24 hours of analysis either by calling the applicable Ecology Region's Environmental Report Tracking System (ERTS) number by phone or by submitting an electronic ERTS report(through Ecology's Water Quality Permitting Portal (WQWebPortal)—Permit Submittals when the form is available).See the CSWGP website for links to ERTS and the WQWebPortal. (http://www.ecy.wa.gov/programs/wq/stormwater/ construction/index.htrnl)Also,see phone numbers in Special Condition 54.C.5.b.i. B. Discharge Monitoring Reports(DMRs) Permittees required to conduct water quality sampling in accordance with Special Conditions S4.0(Turbidity/Transparency), S4.D (pH),S8(303[d]/TMDL sampling), and/or G12 (Additional Sampling) must submit the results to Ecology. Permittees must submit monitoring data using Ecology's WQWebDMR web application accessed through Ecology's Water Quality Permitting Portal. Permittees unable to submit electronically(for example,those who do not have an internet connection) must contact Ecology to request a waiver and obtain instructions on how to obtain a paper copy DMR at: Department of Ecology Water Quality Program-Construction Stormwater PO Box 47696 Olympia,WA 98504-7696 Permittees who obtain a waiver not to use WQWebDMR must use the forms provided to them by Ecology;submittals must be mailed to the address above. Permittees must submit DMR forms to be received by Ecology within 15 days following the end of each month. If there was no discharge during a given monitoring period,all Permittees must submit a DMR as required with"no discharge"entered in place of the monitoring results. DMRs are required for the full duration of permit coverage (from the first full month following the effective date of permit coverage up until Ecology has approved termination of the coverage). For more information,contact Ecology staff using information provided at the following website: www.ecy.wa.gov/programs/wq/permits/paris/contacts.html. C. Records Retention The Permittee must retain records of all monitoring information (site log book,sampling results, inspection reports/checklists,etc.),Stormwater Pollution Prevention Plan,copy of the permit coverage letter(including Transfer of Coverage documentation)and any other documentation of compliance with permit requirements for the entire life of the construction project and for a minimum of five(5)years following the termination of permit coverage.Such information must include all calibration and maintenance records,and records of all data used to complete the application for this permit.This period of retention must be extended during Construction Stormwater General Permit Page 17 s ✓r the course of any unresolved litigation regarding the discharge of pollutants by the Permittee or when requested by Ecology. D. Recording Results For each measurement or sample taken,the Permittee must record the following information: 1. Date,place,method,and time of sampling or measurement. 2. The first and last name of the individual who performed the sampling or measurement. 3. The date(s)the analyses were performed. 4. The first and last name of the individual who performed the analyses. 5. The analytical techniques or methods used. 6: The results of all analyses. E. Additional Monitoring by the Permittee If the Permittee samples or monitors any pollutant more frequently than required by this. permit using test procedures specified by Special Condition S4 of this permit,the sampling results for this monitoring must be included in the calculation and reporting of the data submitted in the Permittee's DMR. F. Noncompliance Notification In the event the Permittee is unable to comply with any part of the terms and conditions of this permit,and the resulting noncompliance may cause a threat to human health or the environment(such as but not limited to spills or fuels or other materials,catastrophic pond or slope failure,and discharges that violate water quality standards),or exceed numeric effluent limitations(see S8—Discharges to 303(d)or TMDL Waterbodies),the Permittee must, upon becoming aware of the circumstance: 1. Notify Ecology within 24 hours of the failure to comply by calling the applicable Regional office ERTS phone number(refer to Special Condition S4.C.5.b.i,or go to https://ecology.wa.gov/About-us/Get-involved/Report-an-environmental-issue to find contact information for the regional offices.) 2. Immediately take action to prevent the discharge/pollution,or otherwise stop or correct the noncompliance,and,if applicable, repeat sampling and analysis of any noncompliance immediately and submit the results to Ecology within five(5) days of becoming aware of the violation(See 55.F.3, below,for details on submitting results in a report). 3. Submit a detailed written report to Ecology within five(5)days of the time the Permittee becomes aware of the circumstances, unless requested earlier by Ecology.The report must be submitted using Ecology's Water Quality Permitting Portal (WQWebPortal)—Permit Submittals, unless a waiver from electronic reporting has been granted according to 55.B. The report must contain a description of the noncompliance, including exact dates and times,and if the noncompliance has not been corrected,the anticipated time it is expected to continue;and the steps taken or planned to reduce,eliminate,and prevent reoccurrence of the noncompliance. Construction Stormwater General Permit Page 18 The Permittee must report any unanticipated bypass and/or upset that exceeds any effluent limit in the permit in accordance with the 24-hour reporting requirement contained in 40 C.F.R. 122.41(1)(6). Compliance with these requirements does not relieve the Permittee from responsibility to maintain continuous compliance with the terms and conditions of this permit or the resulting liability for failure to comply. Upon request of the Permittee, Ecology may waive the requirement for a written report on a case-by-case basis, if the immediate notification is received by Ecology within 24 hours. G. Access to Plans and Records 1. The Permittee must retain the following permit documentation (plans and records) on site,or within reasonable access to the site,for use by the operator or for on-site review by Ecology or the local jurisdiction: a. General Permit b. Permit Coverage Letter c. Stormwater Pollution Prevention Plan (SWPPP) d. Site Log Book e. Erosivity Waiver(if applicable) 2. The Permittee must address written requests for plans and records listed above(Special Condition S5.G.1)as follows: a. The Permittee must provide a copy of plans and records to Ecology within 14 days of receipt of a written request from Ecology. b. The Permittee must provide a copy of plans and records to the public when requested in writing. Upon receiving a written request from the public for the Permittee's plans and records,the Permittee must either: i. Provide a copy of the plans and records to the requester within 14 days of a receipt of the written request;or ii. Notify the requester within 10 days of receipt of the written request of the location and times within normal business hours when the plans and records may be viewed;and provide access to the plans and records within 14 days of receipt of the written request;or Within 14 days of receipt of the written request,the Permittee may submit a copy of the plans and records to Ecology for viewing and/or copying by the requester at an Ecology office,or a mutually agreed location. If plans and records are viewed and/or copied at a location other than at an Ecology office, the Permittee will provide reasonable access to copying services for which a reasonable fee may be charged.The Permittee must notify the requester within 10 days of receipt of the request where the plans and records may be viewed and/or copied. Construction Stormwater General Permit Page 19 S6. PERMIT FEES The Permittee must pay permit fees assessed by Ecology. Fees for stormwater discharges covered under this permit are established by Chapter 173-224 WAC. Ecology continues to assess permit fees until the permit is terminated in accordance with Special Condition S10 or revoked in accordance with General Condition G5. S7. SOLID AND LIQUID WASTE DISPOSAL The Permittee must handle and dispose of solid and liquid wastes generated by construction activity,such as demolition debris,construction materials,contaminated materials,and waste materials from maintenance activities,including liquids and solids from cleaning catch basins and other stormwater facilities, in accordance with: A. Special Condition S3,Compliance with Standards. B. WAC 173-216-110. C. Other applicable regulations. S8. DISCHARGES TO 303(d) OR TMDL WATERBODIES A. Sampling and Numeric Effluent Limits For Certain Discharges to 303(d)-Listed Water Bodies 1. Permittees who discharge to segments of water bodies listed as impaired by the State of Washington under Section 303(d) of the Clean Water Act for turbidity,fine sediment, high pH,or phosphorus, must conduct water quality sampling according to the requirements of this section,and Special Conditions 54.C.2.b-f and 54.C.3.b-d,and must comply with the applicable numeric effluent limitations in 58.0 and S8.D. 2. All references and requirements associated with Section 303(d)of the Clean Water Act mean the most current listing by Ecology of impaired waters(Category 5)that exists on January 1,2021,or the date when the operator's complete permit application is received by Ecology,whichever is later. B. Limits on Coverage for New Discharges to TMDL or 303(d)-Listed Waters Construction sites that discharge to a TMDL or 303(d)-listed waterbody are not eligible for coverage under this permit unless the operator: Construction Stormwater General Permit Page 20 1. Prevents exposing stormwater to pollutants for which the waterbody is impaired,and retains documentation in the SWPPP that details procedures taken to prevent exposure on site;or 2. Documents that the pollutants for which the waterbody is impaired are not present at the site,and retains documentation of this finding within the SWPPP;or 3. Provides Ecology with data indicating the discharge is not expected to cause or contribute to an exceedance of a water quality standard,and retains such data on site with the SWPPP.The operator must provide data and other technical information to Ecology that sufficiently demonstrate: a. For discharges to waters without an EPA-approved or-established TMDL,that the discharge of the pollutant for which the water is impaired will meet in-stream water quality criteria at the point of discharge to the waterbody;or b. For discharges to waters with an EPA-approved or-established TMDL,that there is sufficient remaining wasteload allocation in the TMDL to allow construction stormwater discharge and that existing dischargers to the waterbody are subject to compliance schedules designed to bring the waterbody into attainment with water quality standards. Operators of construction sites are eligible for coverage under this permit only after Ecology makes an affirmative determination that the discharge will not cause or contribute to the existing impairment or exceed the TMDL. C. Sampling and Numeric Effluent Limits for Discharges to Water Bodies on the 303(d)List for Turbidity, Fine Sediment,or Phosphorus 1. Permittees who discharge to segments of water bodies on the 303(d) list(Category 5)for turbidity,fine sediment,or phosphorus must conduct turbidity sampling in accordance with Special Condition S4.C.2 and comply with either of the numeric effluent limits noted in Table 5 below. 2. As an alternative to the 25 NTUs effluent limit noted in Table 5 below(applied at the point where stormwater[or authorized non-stormwater] is discharged off-site), Permittees may choose to comply with the surface water quality standard for turbidity. The standard is: no more than 5 NTUs over background turbidity when the background turbidity is 50 NTUs or less,or no more than a 10%increase in turbidity when the background turbidity is more than 50 NTUs. In order to use the water quality standard requirement,the sampling must take place at the following locations: a. Background turbidity in the 303(d)-listed receiving water immediately upstream (upgradient) or outside the area of influence of the discharge. b. Turbidity at the point of discharge into the 303(d)-listed receiving water, inside the area of influence of the discharge. 3. Discharges that exceed the numeric effluent limit for turbidity constitute a violation of this permit. 4. Permittees whose discharges exceed the numeric effluent limit must sample discharges daily until the violation is corrected and comply with the non-compliance notification requirements in Special Condition S5.F. Construction Stormwater General Permit Page 21 ,' 1 / 9i f r Table 5 Turbidity,Fine Sediment&Phosphorus Sampling and Limits for 303(d)-Listed Waters Parameter identified in Parameter Unit Analytical Sampling Numeric Effluent 303(d)listing , Sampled Method Frequency Limit1 • Turbidity Turbidity NTU SM2130 Weekly, if 25 NTUs, at the point • Fine Sediment discharging where stormwater is • Phosphorus discharged from the site; OR In compliance with the surface water quality standard for i turbidity(S8.C.2.a) 1 Permittees subject to a numeric effluent limit for turbidity may, at their discretion, choose either numeric effluent limitation based on site-specific considerations including, but not limited to, safety, access and convenience. D. Discharges to Water Bodies on the 303(d)List for High pH 1. Permittees who discharge to segments of water bodies on the 303(d) list(Category 5)for high pH must conduct pH sampling in accordance with the table below,and comply with the numeric effluent limit of pH 6.5 to 8.5 su (Table 6). Table 6 pH Sampling and Limits for 303(d)-Listed Waters Parameter identified in 303(d) Parameter Analytical Sampling Numeric Effluent listing Sampled/Units Method Frequency Limit High pH pH/Standard pH meter Weekly, if In the range of Units discharging 6.5 -8.5 su 2. At the Permittee's discretion, compliance with the limit shall be assessed at one of the following locations: a. Directly in the 303(d)-listed waterbody segment, inside the immediate area of influence of the discharge;or b. Alternatively,the Permittee may measure pH at the point where the discharge leaves the construction site, rather than in the receiving water. 3. Discharges that exceed the numeric effluent limit for pH (outside the range of 6.5—8.5 su) constitute a violation of this permit. 4. Permittees whose discharges exceed the numeric effluent limit must sample discharges daily until the violation is corrected and comply with the non-compliance notification requirements in Special Condition S5.F. E. Sampling and Limits for Sites Discharging to Waters Covered by a TMDL or another Pollution Control Plan Construction Stormwater General Permit Page 22 1. Discharges to a waterbody that is subject to a Total Maximum Daily Load(TMDL)for turbidity,fine sediment, high pH,or phosphorus must be consistent with the TMDL. Refer to http://www.ecv.wa.eov/programs/wq/tmdl/TMDLsbyWria/TMDLbvWria.html for more information on TMDLs. a. Where an applicable TMDL sets specific waste load allocations or requirements for discharges covered by this permit,discharges must be consistent with any specific waste load allocations or requirements established by the applicable TMDL. i. The Permittee must sample discharges weekly, unless otherwise specified by the TMDL,to evaluate compliance with the specific waste load allocations or requirements. ii. Analytical methods used to meet the monitoring requirements must conform to the latest revision of the Guidelines Establishing Test Procedures for the Analysis of Pollutants contained in 40 CFR Part 136. iii. Turbidity and pH methods need not be accredited or registered unless conducted at a laboratory which must otherwise be accredited or registered. b. Where an applicable TMDL has established a general waste load allocation for construction stormwater discharges, but has not identified specific requirements, compliance with Special Conditions S4(Monitoring)and 59 (SWPPPs) will constitute compliance with the approved TMDL. c. Where an applicable TMDL has not specified a waste load allocation for construction stormwater discharges, but has not excluded these discharges,compliance with Special Conditions S4(Monitoring)and S9 (SWPPPs) will constitute compliance with the approved TMDL. d. Where an applicable TMDL specifically precludes or prohibits discharges from construction activity,the operator is not eligible for coverage under this permit. S9. STORMWATER POLLUTION PREVENTION PLAN The Permittee must prepare and properly implement an adequate Stormwater Pollution Prevention Plan (SWPPP)for construction activity in accordance with the requirements of this permit beginning with initial soil disturbance and until final stabilization. A. The Permittee's SWPPP must meet the following objectives: 1. To identify best management practices(BMPs)which prevent erosion and sedimentation, and to reduce,eliminate or prevent stormwater contamination and water pollution from construction activity. 2. To prevent violations of surface water quality,groundwater quality,or sediment management standards. 3. To control peak volumetric flow rates and velocities of stormwater discharges. Construction Stormwater General Permit Page 23 t p, j B. General Requirements 1. The SWPPP must include a narrative and drawings.All BMPs must be clearly referenced in the narrative and marked on the drawings.The SWPPP narrative must include documentation to explain and justify the pollution prevention decisions made for the project. Documentation must include: a. Information about existing site conditions(topography,drainage,soils,vegetation,etc.). b. Potential erosion problem areas. c. The 13 elements of a SWPPP in Special Condition S9.D.1-13, including BMPs used to address each element. d. Construction phasing/sequence and general BMP implementation schedule. e. The actions to be taken if BMP performance goals are not achieved—for example, a contingency plan for additional treatment and/or storage of stormwater that would violate the water quality standards if discharged. f. Engineering calculations for ponds,treatment systems,and any other designed structures.When a treatment system requires engineering calculations,these calculations must be included in the SWPPP. Engineering calculations do not need to be included in the SWPPP for treatment systems that do not require such calculations. 2. The Permittee must modify the SWPPP if,during inspections or investigations conducted by the owner/operator,or the applicable local or state regulatory authority, it is determined that the SWPPP is,or would be, ineffective in eliminating or significantly minimizing pollutants in stormwater discharges from the site.The Permittee must then: a. Review the SWPPP for compliance with Special Condition S9 and make appropriate . revisions within 7 days of the inspection or investigation. b. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible,addressing the problems no later than 10 days from the inspection or investigation. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when an extension is requested by a Permittee within the initial 10-day response period. c. Document BMP implementation and maintenance in the site log book. The Permittee must modify the SWPPP whenever there is a change in design, construction,operation,or maintenance at the construction site that has,or could have, a significant effect on the discharge of pollutants to waters of the State. C. Stormwater Best Management Practices(BMPs) BMPs must be consistent with: 1. Stormwater Management Manual for Western Washington(most current approved edition at the time this permit was issued),for sites west of the crest of the Cascade Mountains;or Construction Stormwater General Permit Page 24 2. Stormwater Management Manual for Eastern Washington(most current approved edition at the time this permit was issued),for sites east of the crest of the Cascade Mountains;or 3. Revisions to the manuals listed in Special Condition S9.C.1&2, or other stormwater management guidance documents or manuals which provide an equivalent level of pollution prevention,that are approved by Ecology and incorporated into this permit in accordance with the permit modification requirements of WAC 173-226-230;or 4. Documentation in the SWPPP that the BMPs selected provide an equivalent level of pollution prevention,compared to the applicable stormwater management manuals, including: a. The technical basis for the selection of all stormwater BMPs(scientific,technical studies, and/or modeling)that support the performance claims for the BMPs being selected. b. An assessment of how the selected BMP will satisfy AKART requirements and the applicable federal technology-based treatment requirements under 40 CFR part 125.3. D. SWPPP—Narrative Contents and Requirements The Permittee must include each of the 13 elements below in Special Condition S9.D.1-13 in the narrative of the SWPPP and implement them unless site conditions render the element unnecessary and the exemption from that element is clearly justified in the SWPPP. 1. Preserve Vegetation/Mark Clearing Limits a. Before beginning land-disturbing activities, including clearing and grading,clearly mark all clearing limits,sensitive areas and their buffers,and trees that are to be preserved within the construction area. b. Retain the duff layer, native topsoil,and natural vegetation in an undisturbed state to the maximum degree practicable. 2. Establish Construction Access a. Limit construction vehicle access and exit to one route, if possible. b. Stabilize access points with a pad of quarry spalls,crushed rock,or other equivalent BMPs,to minimize tracking sediment onto roads. c. Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. d. If sediment is tracked off site,clean the affected roadway thoroughly at the end of each day,or more frequently as necessary(for example,during wet weather). Remove sediment from roads by shoveling, sweeping,or pickup and transport of the sediment to a controlled sediment disposal area. e. Conduct street washing only after sediment removal in accordance with Special Condition S9.D.2.d. f. Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. Construction Stormwater General Permit Page 25 3. Control Flow Rates a. Protect properties and waterways downstream of construction sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site, as required by local plan approval authority. b. Where necessary to comply with Special Condition 59.D.3.a,construct stormwater infiltration or detention BMPs as one of the first steps in grading.Assure that detention BMPs function properly before constructing site improvements(for example,impervious surfaces). c. If permanent infiltration ponds are used for flow control during construction, protect these facilities from sedimentation during the construction phase. 4. Install Sediment Controls The Permittee must design, install and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants.At a minimum,the Permittee must: a. Construct sediment control BMPs (sediment ponds,traps,filters, infiltration facilities,etc.)as one of the first steps in grading.These BMPs must be functional before other land disturbing activities take place. b. Minimize sediment discharges from the site.The design, installation and maintenance of erosion and sediment controls must address factors such as the amount,frequency,intensity and duration of precipitation,the nature of resulting stormwater runoff,and soil characteristics, including the range of soil particle sizes expected to be present on the site. c. Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP,before the runoff leaves a construction site or before discharge to an infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP, but must meet the flow control performance standard of Special Condition S9.D.3.a. d. Locate BMPs intended to trap sediment on site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. e. Provide and maintain natural buffers around surface waters,direct stormwater to vegetated areas to increase sediment removal and maximize stormwater infiltration, unless infeasible. f. Where feasible,design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. 5. Stabilize Soils a. The Permittee must stabilize exposed and unworked soils by application of effective BMPs that prevent erosion.Applicable BMPs include, but are not limited to: temporary and permanent seeding,sodding, mulching, plastic covering,erosion Construction Stormwater General Permit Page 26 control fabrics and matting,soil application of polyacrylamide(PAM),the early application of gravel base on areas to be paved,and dust control. b. The Permittee must control stormwater volume and velocity within the site to minimize soil erosion. c. The Permittee must control stormwater discharges,including both peak flow rates and total stormwater volume,to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. d. Depending on the geographic location of the project,the Permittee must not allow soils to remain exposed and unworked for more than the time periods set forth below to prevent erosion. West of the Cascade Mountains Crest During the dry season(May 1-September 30):7 days During the wet season(October 1-April 30):2 days East of the Cascade Mountains Crest,except for Central Basin* During the dry season(July 1-September 30):10 days During the wet season(October 1-June 30):5 days The Central Basin*, East of the Cascade Mountains Crest During the dry Season (July 1-September 30):30 days During the wet season(October 1-June 30):15 days *Note:The Central Basin is defined as the portions of Eastern Washington with mean annual precipitation of less than 12 inches. e. The Permittee must stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. f. The Permittee must stabilize soil stockpiles from erosion, protected with sediment trapping measures,and where possible, be located away from storm drain inlets, waterways,and drainage channels. g. The Permittee must minimize the amount of soil exposed during construction activity. h. The Permittee must minimize the disturbance of steep slopes. i. The Permittee must minimize soil compaction and, unless infeasible, preserve topsoil. 6. Protect Slopes a. The Permittee must design and construct cut-and-fill slopes in a manner to minimize erosion.Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness,and roughening slope surfaces (for example,track walking). b. The Permittee must divert off-site stormwater(run-on)or groundwater away from slopes and disturbed areas with interceptor dikes, pipes,and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. c. At the top of slopes, collect drainage in pipe slope drains or protected channels to prevent erosion. Construction Stormwater General Permit Page 27 t u + i. West of the Cascade Mountains Crest:Temporary pipe slope drains must handle the peak 10-minute flow rate from a Type 1A, 10-year,24-hour frequency storm for the developed condition.Alternatively,the 10-year, 1-hour flow rate predicted by an approved continuous runoff model, increased by a factor of 1.6, may be used.The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site,the analysis must use the temporary or permanent project land cover condition,whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (WWHM)to predict flows,bare soil areas should be modeled as"landscaped area." ii. East of the Cascade Mountains Crest:Temporary pipe slope drains must handle the expected peak flow rate from a 6-month,3-hour storm for the developed condition, referred to as the short duration storm. d. Place excavated material on the uphill side of trenches,consistent with safety and space considerations. e. Place check dams at regular intervals within constructed channels that are cut down a slope. 7. Protect Drain Inlets a. Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. b. Clean or remove and replace inlet protection devices when sediment has filled one- third of the available storage(unless a different standard is specified by the product manufacturer). 8. Stabilize Channels and Outlets a. Design,construct and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: i. West of the Cascade Mountains Crest:Channels must handle the peak 10- minute flow rate from a Type 1A,10-year,24-hour frequency storm for the developed condition.Alternatively,the 10-year,1-hour flow rate indicated by an approved continuous runoff model,increased by a factor of 1.6, may be used.The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site,the analysis must use the temporary or permanent project land cover condition,whichever will produce the highest flow rates. If using the WWHM to predict flows,bare soil areas should be modeled as"landscaped area." ii. East of the Cascade Mountains Crest:Channels must handle the expected peak flow rate from a 6-month,3-hour storm for the developed condition, referred to as the short duration storm. b. Provide stabilization,including armoring material,adequate to prevent erosion of outlets,adjacent stream banks,slopes,and downstream reaches at the outlets of all conveyance systems. Construction Stormwater General Permit Page 28 9. Control Pollutants Design,install,implement and maintain effective pollution prevention measures to minimize the discharge of pollutants.The Permittee must: a. Handle and dispose of all pollutants, including waste materials and demolition debris that occur on site in a manner that does not cause contamination of stormwater. b. Provide cover,containment,and protection from vandalism for all chemicals,liquid products, petroleum products,and other materials that have the potential to pose a threat to human health or the environment. Minimize storage of hazardous materials on-site.Safety Data Sheets(SDS)should be supplied for all materials stored.Chemicals should be kept in their original labeled containers.On-site fueling tanks must include secondary containment.Secondary containment means placing tanks or containers within an impervious structure capable of containing 110%of the volume of the largest tank within the containment structure. Double-walled tanks do not require additional secondary containment. c. Conduct maintenance,fueling,and repair of heavy equipment and vehicles using spill prevention and control measures.Clean contaminated surfaces immediately following any spill incident. d. Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water,such as closed-loop recirculation or upland land application,or to the sanitary sewer with local sewer district approval. e. Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. f. Use BMPs to prevent contamination of stormwater runoff by pH-modifying sources. The sources for this contamination include, but are not limited to: bulk cement, cement kiln dust,fly ash, new concrete washing and curing waters,recycled concrete stockpiles,waste streams generated from concrete grinding and sawing, exposed aggregate processes, dewatering concrete vaults,concrete pumping and mixer washout waters. (Also refer to the definition for"concrete wastewater" in Appendix A—Definitions.) g. Adjust the pH of stormwater or authorized non-stormwater if necessary to prevent an exceedance of groundwater and/or surface water quality standards. h. Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete truck drums onto the ground,or into storm drains,open ditches,streets,or streams.Washout of small concrete handling equipment may be disposed of in a formed area awaiting concrete where it will not contaminate surface or groundwater. Do not dump excess concrete on site,except in designated concrete washout areas.Concrete spillage or concrete discharge directly to groundwater or surface waters of the State is Construction Stormwater General Permit Page 29 prohibited.At no time shall concrete be washed off into the footprint of an area where an infiltration BMP will be installed. i. Obtain written approval from Ecology before using any chemical treatment,with the exception of CO2,dry ice or food grade vinegar,to adjust pH. j. Uncontaminated water from water-only based shaft drilling for construction of building, road,and bridge foundations may be infiltrated provided the wastewater is managed in a way that prohibits discharge to surface waters. Prior to infiltration, water from water-only based shaft drilling that comes into contact with curing concrete must be neutralized until pH is in the range of 6.5 to 8.5 (su). 10. Control Dewatering a. Permittees must discharge foundation,vault,and trench dewatering water,which have characteristics similar to stormwater runoff at the site, in conjunction with BMPs to reduce sedimentation before discharge to a sediment trap or sediment pond. b. Permittees may discharge clean, non-turbid dewatering water,such as well-point groundwater,to systems tributary to,or directly into surface waters of the State,as specified in Special Condition 59.D.8, provided the dewatering flow does not cause erosion or flooding of receiving waters. Do not route clean dewatering water through stormwater sediment ponds. Note that"surface waters of the State" may exist on a construction site as well as off site;for example,a creek running through a site. c. Other dewatering treatment or disposal options may include: i. Infiltration ii. Transport off site in a vehicle,such as a vacuum flush truck,for legal disposal in a manner that does not pollute state waters. iii. Ecology-approved on-site chemical treatment or other suitable treatment technologies(See 59.D.9.i, regarding chemical treatment written approval). iv. Sanitary or combined sewer discharge with local sewer district approval,if there is no other option. v. Use of a sedimentation bag with discharge to a ditch or swale for small volumes of localized dewatering. d. Permittees must handle highly turbid or contaminated dewatering water separately from stormwater. 11. Maintain BMPs a. Permittees must maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. b. Permittees must remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. Construction Stormwater General Permit Page 30 12. Manage the Project a. Phase development projects to the maximum degree practicable and take into account seasonal work limitations. b. Inspect, maintain and repair all BMPs as needed to assure continued performance of their intended function.Conduct site inspections and monitoring in accordance with Special Condition S4. c. Maintain, update,and implement the SWPPP in accordance with Special Conditions S3,S4,and S9. 13. Protect Low Impact Development(LID) BMPs The primary purpose of on-site LID Stormwater Management is to reduce the disruption of the natural site hydrology through infiltration. LID BMPs are permanent facilities. a. Permittees must protect all LID BMPs(including, but not limited to, Bioretention and Rain Garden facilities)from sedimentation through installation and maintenance of erosion and sediment control BMPs on portions of the site that drain into the Bioretention and/or Rain Garden facilities. Restore the BMPs to their fully functioning condition if they accumulate sediment during construction. Restoring the facility must include removal of sediment and any sediment-laden bioretention/ rain garden soils,and replacing the removed soils with soils meeting the design specification. b. Permittees must maintain the infiltration capabilities of LID BMPs by protecting against compaction by construction equipment and foot traffic. Protect completed lawn and landscaped areas from compaction due to construction equipment. c. Permittees must control erosion and avoid introducing sediment from surrounding land uses onto permeable pavements. Do not allow muddy construction equipment on the base material or pavement. Do not allow sediment-laden runoff onto permeable pavements or base materials. d. Permittees must clean permeable pavements fouled with sediments or no longer passing an initial infiltration test using local stormwater manual methodology or the manufacturer's procedures. e. Permittees must keep all heavy equipment off existing soils under LID BMPs that have been excavated to final grade to retain the infiltration rate of the soils. E. SWPPP—Map Contents and Requirements The Permittee's SWPPP must also include a vicinity map or general location map(for example, a USGS quadrangle map,a portion of a county or city map,or other appropriate map)with enough detail to identify the location of the construction site and receiving waters within one mile of the site. The SWPPP must also include a legible site map(or maps)showing the entire construction site. The following features must be identified, unless not applicable due to site conditions. 1. The direction of north, property lines,and existing structures and roads. 2. Cut and fill slopes indicating the top and bottom of slope catch lines. Construction Stormwater General Permit Page 31 3. Approximate slopes,contours,and direction of stormwater flow before and after major grading activities. 4. Areas of soil disturbance and areas that will not be disturbed. 5. Locations of structural and nonstructural controls(BMPs) identified in the SWPPP. 6. Locations of off-site material,stockpiles,waste storage, borrow areas,and vehicle/equipment storage areas. 7. Locations of all surface water bodies, including wetlands. 8. Locations where stormwater or non-stormwater discharges off-site and/or to a surface waterbody,including wetlands. 9. Location of water quality sampling station(s),if sampling is required by state or local permitting authority. 10. Areas where final stabilization has been accomplished and no further construction-phase permit requirements apply. 11. Location or proposed location of LID facilities. S10. NOTICE OF TERMINATION Partial terminations of permit coverage are not authorized. A. The site is eligible for termination of coverage when it has met any of the following conditions: 1. The site has undergone final stabilization,the Permittee has removed all temporary BMPs(except biodegradable BMPs clearly manufactured with the intention for the material to be left in place and not interfere with maintenance or land use),and all stormwater discharges associated with construction activity have been eliminated;or 2. All portions of the site that have not undergone final stabilization per Special Condition S10.A.1 have been sold and/or transferred (per Special Condition S2.A),and the Permittee no longer has operational control of the construction activity;or 3. For residential construction only,the Permittee has completed temporary stabilization and the homeowners have taken possession of the residences. B. When the site is eligible for termination,the Permittee must submit a complete and accurate Notice of Termination (NOT)form,signed in accordance with General Condition G2,to: Department of Ecology Water Quality Program-Construction Stormwater PO Box 47696 Olympia,WA 98504-7696 Construction Stormwater General Permit Page 32 When an electronic termination form is available,the Permittee may choose to submit a complete and accurate Notice of Termination (NOT)form through the Water Quality Permitting Portal rather than mailing a hardcopy as noted above. The termination is effective on the 31st calendar day following the date Ecology receives a complete NOT form, unless Ecology notifies the Permittee that termination request is denied because the Permittee has not met the eligibility requirements in Special Condition S10.A. Permittees are required to comply with all conditions and effluent limitations in the permit until the permit has been terminated. Permittees transferring the property to a new property owner or operator/Permittee are required to complete and submit the Notice of Transfer form to Ecology, but are not required to submit a Notice of Termination form for this type of transaction. Construction Stormwater General Permit Page 33 .,. GENERAL CONDITIONS GI. DISCHARGE VIOLATIONS All discharges and activities authorized by this general permit must be consistent with the terms and conditions of this general permit.Any discharge of any pollutant more frequent than or at a level in excess of that identified and authorized by the general permit must constitute a violation of the terms and conditions of this permit. G2. SIGNATORY REQUIREMENTS A. All permit applications must bear a certification of correctness to be signed: 1. In the case of corporations, by a responsible corporate officer. 2. In the case of a partnership, by a general partner of a partnership. 3. In the case of sole proprietorship,by the proprietor. 4. In the case of a municipal,state,or other public facility, by either a principal executive officer or ranking elected.official. B. All reports required by this permit and other information requested by Ecology(including NOls, NOTs, and Transfer of Coverage forms) must be signed by a person described above or by a duly authorized representative of that person.A person is a duly authorized representative only if: 1. The authorization is made in writing by a person described above and submitted to Ecology. 2. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility,such as the position of plant manager, superintendent, position of equivalent responsibility,or an individual or position having overall responsibility for environmental matters. C. Changes to authorization. If an authorization under paragraph G2.B.2 above is no longer accurate because a different individual or position has responsibility for the overall operation of the facility,a new authorization satisfying the requirements of.paragraph G2.B.2 above must be submitted to Ecology prior to or together with any reports, information,or applications to be signed by an authorized representative. D. Certification.Any person signing a document under this section must make the following certification: I certify under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted.Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering information, the information submitted is,to the best of my knowledge and belief true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Construction Stormwater General Permit Page 34 G3. RIGHT OF INSPECTION AND ENTRY The Permittee must allow an authorized representative of Ecology,upon the presentation of credentials and such other documents as may be required by law: A. To enter upon the premises where a discharge is located or where any records are kept under the terms and conditions of this permit. B. To have access to and copy,at reasonable times and at reasonable cost,any records required to be kept under the terms and conditions of this permit. C. To inspect,at reasonable times,any facilities,equipment(including monitoring and control equipment), practices, methods,or operations regulated or required under this permit. D. To sample or monitor,at reasonable times,any substances or parameters at any location for purposes of assuring permit compliance or as otherwise authorized by the Clean Water Act. G4. GENERAL PERMIT MODIFICATION AND REVOCATION This permit may be modified, revoked and reissued, or terminated in accordance with the provisions of Chapter 173-226 WAC.Grounds for modification, revocation and reissuance,or termination include, but are not limited to,the following: A. When a change occurs in the technology or practices for control or abatement of pollutants applicable to the category of dischargers covered under this permit. B. When effluent limitation guidelines or standards are promulgated pursuant to the CWA or Chapter 90.48 RCW,for the category of dischargers covered under this permit. C. When a water quality management plan containing requirements applicable to the category of dischargers covered under this permit is approved,or D. When information is obtained that indicates cumulative effects on the environment from dischargers covered under this permit are unacceptable. G5. REVOCATION OF COVERAGE UNDER THE PERMIT Pursuant to Chapter 43.21E RCW and Chapter 173-226 WAC,the Director may terminate coverage for any discharger under this permit for cause.Cases where coverage may be terminated include, but are not limited to,the following: A. Violation of any term or condition of this permit. B. Obtaining coverage under this permit by misrepresentation or failure to disclose fully all relevant facts. C. A change in any condition that requires either a temporary or permanent reduction or elimination of the permitted discharge. D. Failure or refusal of the Permittee to allow entry as required in RCW 90.48.090. E. A determination that the permitted activity endangers human health or the environment, or contributes to water quality standards violations. F. Nonpayment of permit fees or penalties assessed pursuant to RCW 90.48.465 and Chapter 173-224 WAC. Construction Stormwater General Permit Page 35 G. Failure of the Permittee to satisfy the public notice requirements of WAC 173-226-130(5), when applicable. The Director may require any discharger under this permit to apply for and obtain coverage under an individual permit or another more specific general permit. Permittees who have their coverage revoked for cause according to WAC 173-226-240 may request temporary coverage under this permit during the time an individual permit is being developed, provided the request is made within ninety(90) days from the time of revocation and is submitted along with a complete individual permit application form. G6. REPORTING A CAUSE FOR MODIFICATION The Permittee must submit a new application,or a supplement to the previous application, whenever a material change to the construction activity or in the quantity or type of discharge is anticipated which is not specifically authorized by this permit.This application must be submitted at least sixty(60)days prior to any proposed changes. Filing a request for a permit modification, revocation and reissuance,or termination,or a notification of planned changes or anticipated noncompliance does not relieve the Permittee of the duty to comply with the existing permit until it is modified or reissued. G7. COMPLIANCE WITH OTHER LAWS AND STATUTES Nothing in this permit will be construed as excusing the Permittee from compliance with any applicable federal,state,or local statutes,ordinances,or regulations. G8. DUTY TO REAPPLY The Permittee must apply for permit renewal at least 180 days prior to the specified expiration date of this permit.The Permittee must reapply using the electronic application form(NOI) available on Ecology's website. Permittees unable to submit electronically(for example,those who do not have an internet connection) must contact Ecology to request a waiver and obtain instructions on how to obtain a paper NOI. Department of Ecology Water Quality Program-Construction Stormwater PO Box 47696 Olympia,WA 98504-7696 G9. REMOVED SUBSTANCE The Permittee must not re-suspend or reintroduce collected screenings,grit,solids,sludges,filter backwash,or other pollutants removed in the course of treatment or control of stormwater to the final effluent stream for discharge to state waters. G10. DUTY TO PROVIDE INFORMATION The Permittee must submit to Ecology, within a reasonable time,all information that Ecology may request to determine whether cause exists for modifying,revoking and reissuing,or terminating this permit or to determine compliance with this permit.The Permittee must also submit to Ecology, upon request,copies of records required to be kept by this permit [40 CFR 122.41(h)]. Construction Stormwater General Permit Page 36 G11. OTHER REQUIREMENTS OF 40 CFR All other requirements of 40 CFR 122.41 and 122.42 are incorporated in this permit by reference. G12. ADDITIONAL MONITORING Ecology may establish specific monitoring requirements in addition to those contained in this permit by administrative order or permit modification. G13. PENALTIES FOR VIOLATING PERMIT CONDITIONS Any person who is found guilty of willfully violating the terms and conditions of this permit shall be deemed guilty of a crime,and upon conviction thereof shall be punished by a fine of up to ten thousand dollars($10,000)and costs of prosecution,or by imprisonment at the discretion of the court. Each day upon which a willful violation occurs may be deemed a separate and additional violation. Any person who violates the terms and conditions of a waste discharge permit shall incur, in addition to any other penalty as provided by law,a civil penalty in the amount of up to ten thousand dollars($10,000)for every such violation. Each and every such violation shall be a separate and distinct offense,and in case of a continuing violation,every day's continuance shall be deemed to be a separate and distinct violation. G14. UPSET Definition—"Upset" means an exceptional incident in which there is unintentional and temporary noncompliance with technology-based permit effluent limitations because of factors beyond the reasonable control of the Permittee. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance,or careless or improper operation. An upset constitutes an affirmative defense to an action brought for noncompliance with such technology-based permit effluent limitations if the requirements of the following paragraph are met. A Permittee who wishes to establish the affirmative defense of upset must demonstrate,through properly signed,contemporaneous operating logs or other relevant evidence that: 1)an upset occurred and that the Permittee can identify the cause(s)of the upset;2)the permitted facility was being properly operated at the time of the upset;3)the Permittee submitted notice of the upset as required in Special Condition S5.F,and;4)the Permittee complied with any remedial measures required under this permit. In any enforcement proceeding,the Permittee seeking to establish the occurrence of an upset has the burden of proof. G15. PROPERTY RIGHTS This permit does not convey any property rights of any sort,or any exclusive privilege. G16. DUTY TO COMPLY The Permittee must comply with all conditions of this permit.Any permit noncompliance constitutes a violation of the Clean Water Act and is grounds for enforcement action;for permit termination, revocation and reissuance,or modification;or denial of a permit renewal application. Construction Stormwater General Permit Page 37 _� Tr� G17. TOXIC POLLUTANTS The Permittee must comply with effluent standards or prohibitions established under Section 307(a)of the Clean Water Act for toxic pollutants within the time provided in the regulations that establish those standards or prohibitions,even if this permit has not yet been modified to incorporate the requirement. G18. PENALTIES FOR TAMPERING The Clean Water Act provides that any person who falsifies,tampers with, or knowingly renders inaccurate any monitoring device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not more than$10,000 per violation,or by imprisonment for not more than two years per violation, or by both. If a conviction of a person is for a violation committed after a first conviction of such person under this condition, punishment shall be a fine of not more than$20,000 per day of violation,or imprisonment of not more than four(4)years,or both. G19. REPORTING PLANNED CHANGES The Permittee must,as soon as possible,give notice to Ecology of planned physical alterations, modifications or additions to the permitted construction activity.The Permittee should be aware that,depending on the nature and size of the changes to the original permit,a new public notice and other permit process requirements may be required.Changes in activities that require reporting to Ecology include those that will result in: A. The permitted facility being determined to be a new source pursuant to 40 CFR 122.29(b). B. A significant change in the nature or an increase in quantity of pollutants discharged, including but not limited to:a 20%or greater increase in acreage disturbed by construction activity. C. A change in or addition of surface water(s) receiving stormwater or non-stormwater from the construction activity. D. A change in the construction plans and/or activity that affects the Permittee's monitoring requirements in Special Condition 54. Following such notice,permit coverage may be modified, or revoked and reissued pursuant to 40 CFR 122.62(a)to specify and limit any pollutants not previously limited. Until such modification is effective,any new or increased discharge in excess of permit limits or not specifically authorized by this permit constitutes a violation. G20. REPORTING OTHER INFORMATION Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application,or submitted incorrect information in a permit application or in any report to Ecology, it must promptly submit such facts or information. G21. REPORTING ANTICIPATED NON-COMPLIANCE The Permittee must give advance notice to Ecology by submission of a new application or supplement thereto at least forty-five(45)days prior to commencement of such discharges,of any facility expansions, production increases,or other planned changes,such as process modifications, in the permitted facility or activity which may result in noncompliance with permit limits or conditions.Any maintenance of facilities,which might necessitate unavoidable interruption of Construction Stormwater General Permit Page 38 operation and degradation of effluent quality,must be scheduled during non-critical water quality periods and carried out in a manner approved by Ecology. G22. REQUESTS TO BE EXCLUDED FROM COVERAGE UNDER THE PERMIT Any discharger authorized by this permit may request to be excluded from coverage under the general permit by applying for an individual permit.The discharger must submit to the Director an application as described in WAC 173-220-040 or WAC 173-216-070,whichever is applicable,with reasons supporting the request.These reasons will fully document how an individual permit will apply to the applicant in a way that the general permit cannot. Ecology may make specific requests for information to support the request. The Director will either issue an individual permit or deny the request with a statement explaining the reason for the denial.When an individual permit is issued to a discharger otherwise subject to the construction stormwater general permit,the applicability of the construction stormwater general permit to that Permittee is automatically terminated on the effective date of the individual permit. G23. APPEALS A. The terms and conditions of this general permit,as they apply to the appropriate class of dischargers, are subject to appeal by any person within 30 days of issuance of this general permit, in accordance with Chapter 43.21E RCW,and Chapter 173-226 WAC. B. The terms and conditions of this general permit,as they apply to an individual discharger, are appealable in accordance with Chapter 43.21B RCW within 30 days of the effective date of coverage of that discharger. Consideration of an appeal of general permit coverage of an individual discharger is limited to the general permit's applicability or nonapplicability to that individual discharger. C. The appeal of general permit coverage of an individual discharger does not affect any other dischargers covered under this general permit. If the terms and conditions of this general permit are found to be inapplicable to any individual discharger(s),the matter shall be remanded to Ecology for consideration of issuance of an individual permit or permits. G24. SEVERABILITY The provisions of this permit are severable,and if any provision of this permit,or application of any provision of this permit to any circumstance, is held invalid,the application of such provision to other circumstances,and the remainder of this permit shall not be affected thereby. G25. BYPASS PROHIBITED A. Bypass Procedures Bypass,which is the intentional diversion of waste streams from any portion of a treatment facility,is prohibited for stormwater events below the design criteria for stormwater management. Ecology may take enforcement action against a Permittee for bypass unless one of the following circumstances(1,2,3 or 4) is applicable. 1. Bypass of stormwater is consistent with the design criteria and part of an approved management practice in the applicable stormwater management manual. 2. Bypass for essential maintenance without the potential to cause violation of permit limits or conditions. Construction Stormwater General Permit Page 39 \--** Bypass is authorized if it is for essential maintenance and does not have the potential to cause violations of limitations or other conditions of this permit,or adversely impact public health. 3. Bypass of stormwater is unavoidable, unanticipated,and results in noncompliance of this permit. This bypass is permitted only if: a. Bypass is unavoidable to prevent loss of life,personal injury,or severe property damage."Severe property damage" means substantial physical damage to property, damage to the treatment facilities which would cause them to become inoperable, or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a bypass. b. There are no feasible alternatives to the bypass,such as the use of auxiliary treatment facilities, retention of untreated wastes,maintenance during normal periods of equipment downtime(but not if adequate backup equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal periods of equipment downtime or preventative maintenance),or transport of untreated wastes to another treatment facility. c. Ecology is properly notified of the bypass as required in Special Condition S5.F of this permit. 4. A planned action that would cause bypass of stormwater and has the potential to result in noncompliance of this permit during a storm event. The Permittee must notify Ecology at least thirty(30)days before the planned date of bypass.The notice must contain: a. A description of the bypass and its cause b. An analysis of all known alternatives which would eliminate, reduce,or mitigate the need for bypassing. c. A cost-effectiveness analysis of alternatives including comparative resource damage assessment. d. The minimum and maximum duration of bypass under each alternative. e. A recommendation as to the preferred alternative for conducting the bypass. f. The projected date of bypass initiation. g. A statement of compliance with SEPA. h. A request for modification of water quality standards as provided for in WAC 173- 201A-110, if an exceedance of any water quality standard is anticipated. i. Steps taken or planned to reduce,eliminate,and prevent reoccurrence of the bypass. 5. For probable construction bypasses,the need to bypass is to be identified as early in the planning process as possible.The analysis required above must be considered during Construction Stormwater General Permit Page 40 preparation of the Stormwater Pollution Prevention Plan (SWPPP) and must be included to the extent practical. In cases where the probable need to bypass is determined early, continued analysis is necessary up to and including the construction period in an effort to minimize or eliminate the bypass. Ecology will consider the following before issuing an administrative order for this type bypass: a. If the bypass is necessary to perform construction or maintenance-related activities essential to meet the requirements of this permit. b. If there are feasible alternatives to bypass,such as the use of auxiliary treatment facilities, retention of untreated wastes,stopping production,maintenance during normal periods of equipment down time,or transport of untreated wastes to another treatment facility. c. If the bypass is planned and scheduled to minimize adverse effects on the public and the environment. After consideration of the above and the adverse effects of the proposed bypass and any other relevant factors, Ecology will approve,conditionally approve,or deny the request. The public must be notified and given an opportunity to comment on bypass incidents of significant duration,to the extent feasible.Approval of a request to bypass will be by administrative order issued by Ecology under RCW 90.48.120. B. Duty to Mitigate The Permittee is required to take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in violation of this permit that has a reasonable likelihood of adversely affecting human health or the environment. Construction Stormwater General Permit Page 41 APPENDIX A - DEFINITIONS AKART is an acronym for"All Known,Available,and Reasonable methods of prevention,control,and Treatment."AKART represents the most current methodology that can be reasonably required for preventing,controlling,or abating the pollutants and controlling pollution associated with a discharge. Applicable TMDL means a TMDL for turbidity,fine sediment, high pH,or phosphorus,which was completed and approved by EPA before January 1,2021,or before the date the operator's complete permit application is received by Ecology,whichever is later.TMDLs completed after a complete permit application is received by Ecology become applicable to the Permittee only if they are imposed through an administrative order by Ecology,or through a modification of permit coverage. Applicant means an operator seeking coverage under this permit. Benchmark means a pollutant concentration used as a permit threshold,below which a pollutant is considered unlikely to cause a water quality violation,and above which it may.When pollutant concentrations exceed benchmarks,corrective action requirements take effect. Benchmark values are not water quality standards and are not numeric effluent limitations;they are indicator values. Best Management Practices(BMPs)means schedules of activities, prohibitions of practices, maintenance procedures,and other physical,structural and/or managerial practices to prevent or reduce the pollution of waters of the State. BMPs include treatment systems,operating procedures,and practices to control stormwater associated with construction activity,spillage or leaks,sludge or waste disposal,or drainage from raw material storage. Buffer means an area designated by a local jurisdiction that is contiguous to and intended to protect a sensitive area. Bypass means the intentional diversion of waste streams from any portion of a treatment facility. Calendar Day A period of 24 consecutive hours starting at 12:00 midnight and ending the following 12:00 midnight. Calendar Week(same as Week) means a period of seven consecutive days starting at 12:01 a.m.(0:01 hours)on Sunday. Certified Erosion and Sediment Control Lead(CESCL)means a person who has current certification through an approved erosion and sediment control training program that meets the minimum training standards established by Ecology(See BMP C160 in the SWMM). Chemical Treatment means the addition of chemicals to stormwater and/or authorized non-stormwater prior to filtration and discharge to surface waters. Clean Water Act(CWA)means the Federal Water Pollution Control Act enacted by Public Law 92-500,as amended by Public Laws 95-217,95-576,96-483,and 97-117;USC 1251 et seq. Combined Sewer means a sewer which has been designed to serve as a sanitary sewer and a storm sewer,and into which inflow is allowed by local ordinance. Construction Stormwater General Permit Page 42 Common Plan of Development or Sale means a site where multiple separate and distinct construction activities may be taking place at different times on different schedules and/or by different contractors, but still under a single plan. Examples include: 1) phased projects and projects with multiple filings or lots,even if the separate phases or filings/lots will be constructed under separate contract or by separate owners(e.g.,a development where lots are sold to separate builders);2)a development plan that may be phased over multiple years,but is still under a consistent plan for long-term development; 3) projects in a contiguous area that may be unrelated but still under the same contract,such as construction of a building extension and a new parking lot at the same facility;and 4) linear projects such as roads, pipelines,or utilities. If the project is part of a common plan of development or sale,the disturbed area of the entire plan must be used in determining permit requirements. Composite Sample means a mixture of grab samples collected at the same sampling point at different times,formed either by continuous sampling or by mixing discrete samples. May be"time-composite" (collected at constant time intervals) or"flow-proportional" (collected either as a constant sample volume at time intervals proportional to stream flow,or collected by increasing the volume of each aliquot as the flow increases while maintaining a constant time interval between the aliquots. Concrete Wastewater means any water used in the production,pouring and/or clean-up of concrete or concrete products,and any water used to cut,grind,wash,or otherwise modify concrete or concrete products. Examples include water used for or resulting from concrete truck/mixer/pumper/tool/chute rinsing or washing,concrete saw cutting and surfacing(sawing,coring,grinding,roughening, hydro- demolition,bridge and road surfacing).When stormwater comingles with concrete wastewater,the resulting water is considered concrete wastewater and must be managed to prevent discharge to waters of the State, including groundwater. Construction Activity means land disturbing operations including clearing,grading or excavation which disturbs the surface of the land (including off-site disturbance acreage related to construction-support activity). Such activities may include road construction,construction of residential houses,office buildings,or industrial buildings,site preparation,soil compaction,movement and stockpiling of topsoils,and demolition activity. Construction Support Activity means off-site acreage that will be disturbed as a direct result of the construction project and will discharge stormwater. For example,off-site equipment staging yards, material storage areas, borrow areas,and parking areas. Contaminant means any hazardous substance that does not occur naturally or occurs at greater than natural background levels.See definition of"hazardous substance" and WAC 173-340-200. Contaminated soil means soil which contains contaminants, pollutants,or hazardous substances that do not occur naturally or occur at levels greater than natural background. Contaminated groundwater means groundwater which contains contaminants,pollutants,or hazardous substances that do not occur naturally or occur at levels greater than natural background. Demonstrably Equivalent means that the technical basis for the selection of all stormwater BMPs is documented within a SWPPP, including: 1. The method and reasons for choosing the stormwater BMPs selected. • 2. The pollutant removal performance expected from the BMPs selected. Construction Stormwater General Permit Page 43 3. The technical basis supporting the performance claims for the BMPs selected, including any available data concerning field performance of the BMPs selected. 4. An assessment of how the selected BMPs will comply with state water quality standards. 5. An assessment of how the selected BMPs will satisfy both applicable federal technology-based treatment requirements and state requirements to use all known,available, and reasonable methods of prevention,control,and treatment(AKART). Department means the Washington State Department of Ecology. Detention means the temporary storage of stormwater to improve quality and/or to reduce the mass flow rate of discharge. Dewatering means the act of pumping groundwater or stormwater away from an active construction site. Director means the Director of the Washington State Department of Ecology or his/her authorized representative. Discharger means an owner or operator of any facility or activity subject to regulation under Chapter 90.48 RCW or the Federal Clean Water Act. Domestic Wastewater means water carrying human wastes, including kitchen,bath,and laundry wastes from residences,buildings, industrial establishments,or other places,together with such groundwater infiltration or surface waters as may be present. Ecology means the Washington State Department of Ecology. Engineered Soils means the use of soil amendments including,but not limited,to Portland cement treated base(CTB),cement kiln dust(CKD),or fly ash to achieve certain desirable soil characteristics. Equivalent BMPs means operational,source control,treatment,or innovative BMPs which result in equal or better quality of stormwater discharge to surface water or to groundwater than BMPs selected from the SWMM. Erosion means the wearing away of the land surface by running water,wind, ice,or other geological agents, including such processes as gravitational creep. Erosion and Sediment Control BMPs means BMPs intended to prevent erosion and sedimentation,such as preserving natural vegetation,seeding, mulching and matting, plastic covering,filter fences,sediment traps, and ponds. Erosion and sediment control BMPs are synonymous with stabilization and structural BMPs. Federal Operator is an entity that meets the definition of"Operator" in this permit and is either any department,agency or instrumentality of the executive, legislative, and judicial branches of the Federal government of the United States,or another entity,such as a private contractor, performing construction activity for any such department, agency,or instrumentality. Final Stabilization (same as fully stabilized or full stabilization) means the completion of all soil disturbing activities at the site and the establishment of permanent vegetative cover,or equivalent permanent stabilization measures(such as pavement, riprap,gabions,or geotextiles)which will prevent erosion.See the applicable Stormwater Management Manual for more information on vegetative cover expectations and equivalent permanent stabilization measures. Construction Stormwater General Permit Page 44 Groundwater means water in a saturated zone or stratum beneath the land surface or a surface waterbody. Hazardous Substance means any dangerous or extremely hazardous waste as defined in RCW 70.105.010(5)and (6),or any dangerous or extremely dangerous waste as designated by rule under chapter 70.105 RCW;any hazardous sub-stance as defined in RCW 70.105.010(14)or any hazardous substance as defined by rule under chapter 70.105 RCW;any substance that,on the effective date of this section, is a hazardous substance under section 101(14) of the federal cleanup law,42U.S.C., Sec. 9601(14); petroleum or petroleum products;and any substance or category of substances, including solid waste decomposition products,determined by the director by rule to present a threat to human health or the environment if released into the environment.The term hazardous substance does not include any of the following when contained in an underground storage tank from which there is not a release:crude oil or any fraction thereof or petroleum, if the tank is in compliance with all applicable federal,state,and local law. Injection Well means a well that is used for the subsurface emplacement of fluids. (See Well.) Jurisdiction means a political unit such as a city,town or county; incorporated for local self-government. National Pollutant Discharge Elimination System(NPDES)means the national program for issuing, modifying,revoking and reissuing,terminating,monitoring,and enforcing permits,and imposing and enforcing pretreatment requirements,under sections 307,402,318,and 405 of the Federal Clean Water Act,for the discharge of pollutants to surface waters of the State from point sources.These permits are referred to as NPDES permits and, in Washington State,are administered by the Washington State Department of Ecology. Notice of Intent(NOI)means the application for,or a request for coverage under this general permit pursuant to WAC 173-226-200. Notice of Termination(NOT)means a request for termination of coverage under this general permit as specified by Special Condition S10 of this permit. Operator means any party associated with a construction project that meets either of the following two criteria: • The party has operational control over construction plans and specifications,including the ability to make modifications to those plans and specifications;or • The party has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a SWPPP for the site or other permit conditions(e.g.,they are authorized to direct workers at a site to carry out activities required by the SWPPP or comply with other permit conditions). Permittee means individual or entity that receives notice of coverage under this general permit. pH means a liquid's measure of acidity or alkalinity.A pH of 7 is defined as neutral. Large variations above or below this value are considered harmful to most aquatic life. pH Monitoring Period means the time period in which the pH of stormwater runoff from a site must be tested a minimum of once every seven days to determine if stormwater pH is between 6.5 and 8.5. Construction Stormwater General Permit Page 45 Point Source means any discernible,confined,and discrete conveyance, including but not limited to,any pipe,ditch,channel,tunnel,conduit,well, discrete fissure,and container from which pollutants are or may be discharged to surface waters of the State.This term does not include return flows from irrigated agriculture. (See the Fact Sheet for further explanation) Pollutant means dredged spoil,solid waste,incinerator residue,filter backwash,sewage,garbage, domestic sewage sludge(biosolids),munitions,chemical wastes, biological materials, radioactive materials, heat,wrecked or discarded equipment, rock,sand,cellar dirt,and industrial, municipal,and agricultural waste.This term does not include sewage from vessels within the meaning of section 312 of the CWA,nor does it include dredged or fill material discharged in accordance with a permit issued under section 404 of the CWA. Pollution means contamination or other alteration of the physical,chemical,or biological properties of waters of the State; including change in temperature,taste,color,turbidity,or odor of the waters;or such discharge of any liquid,gaseous,solid,radioactive or other substance into any waters of the State as will or is likely to create a nuisance or render such waters harmful,detrimental or injurious to the public health,safety or welfare;or to domestic,commercial, industrial,agricultural, recreational,or other legitimate beneficial uses;or to livestock,wild animals, birds,fish or other aquatic life. Process Wastewater means any non-stormwater which,during manufacturing or processing,comes into direct contact with or results from the production or use of any raw material, intermediate product, finished product, byproduct,or waste product. If stormwater commingles with process wastewater,the commingled water is considered process wastewater. Receiving Water means the waterbody at the point of discharge. If the discharge is to a storm sewer system,either surface or subsurface,the receiving water is the waterbody to which the storm system discharges.Systems designed primarily for other purposes such as for groundwater drainage, redirecting stream natural flows,or for conveyance of irrigation water/return flows that coincidentally convey stormwater are considered the receiving water. Representative means a stormwater or wastewater sample which represents the flow and characteristics of the discharge. Representative samples may be a grab sample,a time-proportionate composite sample,or a flow proportionate sample. Ecology's Construction Stormwater Monitoring Manual provides guidance on representative sampling. Responsible Corporate Officer for the purpose of signatory authority means:(i) a president,secretary, treasurer,or vice-president of the corporation in charge of a principal business function,or any other person who performs similar policy-or decision-making functions for the corporation,or(ii)the manager of one or more manufacturing,production,or operating facilities,provided,the manager is authorized to make management decisions which govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations,and initiating and directing other comprehensive measures to assure long term environmental compliance with environmental laws and regulations;the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements;and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures(40 CFR 122.22). Sanitary Sewer means a sewer which is designed to convey domestic wastewater. Construction Stormwater General Permit Page 46 Sediment means the fragmented material that originates from the weathering and erosion of rocks or unconsolidated deposits,and is transported by,suspended in,or deposited by water. Sedimentation means the depositing or formation of sediment. Sensitive Area means a waterbody,wetland,stream,aquifer recharge area,or channel migration zone. SEPA(State Environmental Policy Act) means the Washington State Law, RCW 43.21C.020, intended to prevent or eliminate damage to the environment. Significant Amount means an amount of a pollutant in a discharge that is amenable to available and reasonable methods of prevention or treatment;or an amount of a pollutant that has a reasonable potential to cause a violation of surface or groundwater quality or sediment management standards. Significant Concrete Work means greater than 1000 cubic yards placed or poured concrete or recycled concrete used over the life of a project. Significant Contributor of Pollutants means a facility determined by Ecology to be a contributor of a significant amount(s)of a pollutant(s)to waters of the State of Washington. Site means the land or water area where any"facility or activity" is physically located or conducted. Source Control BMPs means physical,structural or mechanical devices or facilities that are intended to prevent pollutants from entering stormwater.A few examples of source control BMPs are erosion control practices,maintenance of stormwater facilities,constructing roofs over storage and working areas,and directing wash water and similar discharges to the sanitary sewer or a dead end sump. Stabilization means the application of appropriate BMPs to prevent the erosion of soils,such as, temporary and permanent seeding,vegetative covers,mulching and matting,plastic covering and sodding.See also the definition of Erosion and Sediment Control BMPs. Storm Drain means any drain which drains directly into a storm sewer system, usually found along roadways or in parking lots. Storm Sewer System means a means a conveyance,or system of conveyances(including roads with drainage systems, municipal streets,catch basins,curbs,gutters,ditches, manmade channels,or storm drains designed or used for collecting or conveying stormwater.This does not include systems which are part of a combined sewer or Publicly Owned Treatment Works(POTW),as defined at 40 CFR 122.2. Stormwater means that portion of precipitation that does not naturally percolate into the ground or evaporate, but flows via overland flow,interflow, pipes,and other features of a stormwater drainage system into a defined surface waterbody,or a constructed infiltration facility. Stormwater Management Manual(SWMM)or Manual means the technical Manual published by Ecology for use by local governments that contain descriptions of and design criteria for BMPs to prevent,control,or treat pollutants in stormwater. Stormwater Pollution Prevention Plan(SWPPP)means a documented plan to implement measures to identify, prevent,and control the contamination of point source discharges of stormwater. Construction Stormwater General Permit Page 47 ... 4.040 Surface Waters of the State includes lakes, rivers, ponds,streams, inland waters,salt waters,and all other surface waters and water courses within the jurisdiction of the state of Washington. Temporary Stabilization means the exposed ground surface has been covered with appropriate materials to provide temporary stabilization of the surface from water or wind erosion. Materials include, but are not limited to,mulch,riprap,erosion control mats or blankets and temporary cover crops.Seeding alone is not considered stabilization.Temporary stabilization is not a substitute for the more permanent"final stabilization." Total Maximum Daily Load(TMDL)means a calculation of the maximum amount of a pollutant that a waterbody can receive and still meet state water quality standards. Percentages of the total maximum daily load are allocated to the various pollutant sources.A TMDL is the sum of the allowable loads of a single pollutant from all contributing point and nonpoint sources. The TMDL calculations must include a "margin of safety"to ensure that the waterbody can be protected in case there are unforeseen events or unknown sources of the pollutant.The calculation must also account for seasonable variation in water quality. Transfer of Coverage(TOC)means a request for transfer of coverage under this general permit as specified by Special Condition S2.A of this permit. Treatment BMPs means BMPs that are intended to remove pollutants from stormwater.A few examples of treatment BMPs are detention ponds,oil/water separators,biofiltration,and constructed wetlands. Transparency means a measurement of water clarity in centimeters(cm), using a 60 cm transparency tube.The transparency tube is used to estimate the relative clarity or transparency of water by noting the depth at which a black and white Secchi disc becomes visible when water is released from a value in the bottom of the tube.A transparency tube is sometimes referred to as a"turbidity tube." Turbidity means the clarity of water expressed as nephelometric turbidity units(NTUs)and measured with a calibrated turbidimeter. Uncontaminated means free from any contaminant.See definition of"contaminant"and WAC 173-340-200. Upset means an exceptional incident in which there is unintentional and temporary noncompliance with technology-based permit effluent limitations because of factors beyond the reasonable control of the Permittee.An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance,or careless or improper operation. Waste Load Allocation(WLA)means the portion of a receiving water's loading capacity that is allocated to one of its existing or future point sources of pollution.WLAs constitute a type of water quality based effluent limitation (40 CFR 130.2[h]). Water-Only Based Shaft Drilling is a shaft drilling process that uses water only and no additives are involved in the drilling of shafts for construction of building, road,or bridge foundations. Water Quality means the chemical,physical,and biological characteristics of water, usually with respect to its suitability for a particular purpose. Waters of the State includes those waters as defined as"waters of the United States" in 40 CFR Subpart 122.2 within the geographic boundaries of Washington State and"waters of the State" as defined in Chapter 90.48 RCW,which include lakes,rivers, ponds,streams,inland waters, underground waters,salt Construction Stormwater General Permit Page 48 waters,and all other surface waters and water courses within the jurisdiction of the state of Washington. Well means a bored,drilled or driven shaft,or dug hole whose depth is greater than the largest surface dimension. (See Injection Well.) Wheel Wash Wastewater means any water used in,or resulting from the operation of,a tire bath or wheel wash (BMP C106:Wheel Wash),or other structure or practice that uses water to physically remove mud and debris from vehicles leaving a construction site and prevent track-out onto roads. When stormwater comingles with wheel wash wastewater,the resulting water is considered wheel wash wastewater and must be managed according to Special Condition S9.D.9. Construction Stormwater General Permit Page 49 APPENDIX B - ACRONYMS AKART All Known,Available,and Reasonable Methods of Prevention, Control,and Treatment BMP Best Management Practice CESCL Certified Erosion and Sediment Control Lead CFR Code of Federal Regulations CKD Cement Kiln Dust cm Centimeters CPD Common Plan of Development CTB Cement-Treated Base CWA Clean Water Act DMR Discharge Monitoring Report EPA Environmental Protection Agency ERTS Environmental Report Tracking System ESC Erosion and Sediment Control FR Federal Register LID Low Impact Development NOI Notice of Intent NOT Notice of Termination NPDES National Pollutant Discharge Elimination System NTU Nephelometric Turbidity Unit RCW Revised Code of Washington SEPA State Environmental Policy Act SWMM Stormwater Management Manual SWPPP Stormwater Pollution Prevention Plan TMDL Total Maximum Daily Load UIC Underground Injection Control USC United States Code USEPA United States Environmental Protection Agency WAC Washington Administrative Code WQ Water Quality WWHM Western Washington Hydrology Model Construction Stormwater General Permit Page 50 Michael Ballard From: Flora Lee <FLee@Rentonwa.gov> Sent: Thursday, June 22, 2023 2:23 PM To: 'Dustin Wright' Cc: Josef Harnden; Bob M Hanson; Tani Stafford Subject: RE: Duvall - Order to Resume Work for Filterra Vault Completion 2023-06-23 Dustin -per your communication with Tani Stafford and per section 1-08.6 of the 2021 WSDOT Standard Specifications, the Contractor is ordered to resume work for the critical path items of Filterra Vault completion effective June 23, 2023. Thanks. Flora From: Flora Lee imailto:FLee@Rentonwa.gov] Sent:Thursday,June 22, 2023 1:56 PM To: Dustin Wright<dwright@reedtrucking.com> Cc:Tani Stafford <tstafford@g-o.com>;Josef Harnden<jharnden@rentonwa.gov>; Bob M Hanson <bha nson @ re ntonwa.gov> Subject: RE: Duvall -Order to Resume Work for Filterra Vault Completion 2023-06-21 and Temp Suspension effective 2023-06-22 Dustin -per your email and per section 1-08.6 of the 2021 WSDOT Standard Specifications, the Contractor is ordered to resume work for the critical path items of Filterra Vault completion effective June 21, 2023. Per your communication with Tani, and per section 1-08.6 of the 2021 WSDOT Standard Specifications, the Contractor is granted a temporary suspension for the critical path item of filterra vault completion,for the four remaining vaults effective June 22, 2023. If you have any questions or concerns,please do not hesitate to contact me or Tani Stafford. Thanks. Flora Tani Stafford, P.E. / 206.284.0860 office / 206-498-2888 cell 1206.283.3206 fax Gray& Osborne, Inc. J 1130 Rainier Avenue South,Suite 300,Seattle, WA, 98144 0 lk `► A Please consider the environment before printing this email. P 9 Electronic File Transfer- Note that these electronic files are provided as a courtesy only. Gray&Osborne, Inc.in no way guarantees the accuracy or completeness of the digital data contained within these files. Furthermore, Gray&Osborne, Inc.assumes no liability for any errors or omissions in the digital data herein. Anyone using the information contained herein should consult the approved or certified hard copy drawings or reports for the most current information available. 1 From: Flora Lee [mailto:FLee@Rentonwa.gov] Sent:Tuesday, May 16, 2023 1:53 PM To: Dustin Wright<dwright@reedtrucking.com> Cc:Tani Stafford <tstafford@g-o.com>; Bob M Hanson <bhanson@rentonwa.gov>;Josef Harnden <jharnden@rentonwa.gov>; Joel Mccann <jmccann@rentonwa.gov>;Justin T.Johnson <jtjohnson@rentonwa.gov> Subject: Re: Duvall -Temporary Suspension for Filterra Vault Completion Dustin - per your email request below and per section 1-08.6 of the 2021 WSDOT Standard Specifications,the Contractor is granted a temporary suspension of work for the critical path item of Filterra Unit completion. The suspension shall begin on the afternoon of 5/16/23 and continue until the trees have been planted in the Filterra Units and they have been activated for use. If the Contractor elects to do physical work on the project during the temporary suspension,on work items that are not associated with the Filterra Units,then working days shall be counted for any days when such physical work occurred. If you have any questions or concerns,please do not hesitate to contact me or Tani Stafford. Thanks. Flora Original Message From: Dustin Wright [mailto:DWright@,reedtrucking.com] Sent: Tuesday, May 16,2023 12:30 PM To: Tani Stafford<tstafford@,g-o.com>; Flora Lee<flee@rentonwa.gov>; Shawn Reed<sreed@reedtrucking.com>; Tiffani Barquist<tbarquist(a,reedtrucking.com> Subject: Duvall. Tani Striping is complete. Please only charge a half day. We are completely gone. I'm requesting a suspension if needed. I'm also requesting that substantial completion be issued. Thank you. Sent from my iPhone 2 Michael Ballard From: Flora Lee <FLee@Rentonwa.gov> Sent: Friday, May 12, 2023 8:26 AM To: Dustin Wright Cc: Tani Stafford;Joel Mccann;Justin T.Johnson; Bob M Hanson;Josef Harnden; Cindy Clark Subject: Fwd: Duvall - CAG 20-065 Order to Resume Work today 5-12-23 Dustin-per your request to Tani Stafford and per section 1-08.6 of the 2021 WSDOT Standard Specifications, the Contractor is ordered to resume work for the critical path items of wall coating, landscaping and electrical system. If you have any questions or concerns,please do not hesitate to contact me or Tani Stafford. Thanks. Flora From: Flora Lee [mailto:FLee@Rentonwa.gov] Sent:Wednesday, May 10,2023 10:12 AM To: Dustin Wright<dwright@reedtrucking.com> Cc:Tani Stafford<tstafford@g-o.com>;Josef Harnden<jharnden@rentonwa.gov>; Bob M Hanson <bhanson@rentonwa.gov>;Joel Mccann<jmccann@rentonwa.gov>;Justin T.Johnson<jtjohnson@rentonwa.gov>; Cindy Clark<cclark@parametrix.com> Subject: FW: Duvall-CAG 20-065 Temp shutdown today 5-10-23 Importance: High Dustin-per your email request below and per section 1-08.6 of the 2021 WSDOT Standard Specifications, the Contractor is granted a temporary suspension of work for the critical path item of anti-graffiti coating in order to allow for wall surface to dry following pressure washing. _ The suspension shall begin 5/10/23 and continue until Monday 5/15/23 when the wall surface is dry. If the Contractor elects to do physical work on the project during the temporary suspension, on work items that are not ' associated with the coating work, then working days shall be counted for any days when such physical work occurred. If you have any questions or concerns,please do not hesitate to contact me or Tani Stafford. Thanks. Original Message From: Dustin Wright [mailto:DWright@reedtrucking.com] Sent:Wednesday, May 10, 2023 9:24 AM To:Tani Stafford<tstafford@g-o.com> Cc: Flora Lee<flee@rentonwa.gov>;Tiffani Barquist<tbarquist@reedtrucking.com>;Shawn Reed <sreed@reedtrucking.com> Subject: Re: Duvall-Are you requesting a temp shutdown today 5-10-23? No. I requested a suspension yesterday.We will be back Monday. Sent from my iPhone 1 >On May 10, 2023, at 9:15 AM,Tani Stafford <tstafford@g-o.com>wrote: > Dustin are you guys going to be working today,or are you requesting >a temp shutdown for wall cure today until Monday? I heard that there > is still some sacking of the walls left to do. Tani ' >Tani Stafford, P.E. 1206.284.0860 office 1206-498-2888 cell >206.283.3206 fax Gray&Osborne, Inc. 11130 Rainier Avenue South, >Suite 300,Seattle,WA,98144 > Please consider the environment before printing this email. > Electronic File Transfer- > > Note that these electronic files are provided as a courtesy only. Gray&Osborne, Inc. in no way guarantees the accuracy or completeness of the digital data contained within these files. Furthermore, Gray&Osborne, Inc. assumes no liability for any errors or omissions in the digital data herein. Anyone using the information contained herein should consult the approved or certified hard copy drawings or reports for the most current information available. > Original Message > From: Dustin Wright [mailto:DWright@reedtrucking.com] >Sent:Tuesday, May 9, 2023 7:52 PM >To:Tani Stafford <tstafford@g-o.com> >Cc: Flora Lee<flee@rentonwa.gov>;Tiffani Barquist ><tbarquist@reedtrucking.com>;Shawn Reed <sreed@reedtrucking.com> >Subject: Re: Duvall. >Thermo on Monday is confirmed. >Thank you. >Sent from my iPhone >>On May 9, 2023, at 1:09 PM,Tani Stafford<tstafford@g-o.com>wrote: »Got it. Will find out about the paint refresh work-Tani >>Tani Stafford, P.E. 1206.284.0860 office 1206-498-2888 cell >>206.283.3206 fax Gray&Osborne, Inc. 11130 Rainier Avenue South, >>Suite 300,Seattle,WA,98144 >>Please consider the environment before printing this email. » Electronic File Transfer- » >> Note that these electronic files are provided as a courtesy only. Gray&Osborne, Inc. in no way guarantees the accuracy or completeness of the digital data contained within these files. Furthermore, Gray&Osborne, Inc. assumes 2- no liability for any errors or omissions in the digital data herein. Anyone using the information contained herein should consult the approved or certified hard copy drawings or reports for the most current information available. >> Original Message >>From: Dustin Wright [mailto:DWright@reedtrucking.com] >>Sent:Tuesday, May 9, 2023 12:07 PM >>To:Tani Stafford<tstafford@g-o.com>; Flora Lee<flee@rentonwa.gov> »Cc:Tiffani Barquist<tbarquist@reedtrucking.com>;Shawn Reed >><sreed@reedtrucking.com> »Subject: Duvall. >>Tani. >>Stripe rite says they can honor the paint line bid price but they require an additional mobe fee of 1064.00 dollars.Will this be acceptable? >>Also I'm hearing Friday or Monday for thermo. >> Last thing.The wall needs to dry.There will be no work performed on the wall until Monday The 15th. >>Please place the project back in suspension after today until thermo plastic. »Thank you >>Sent from my iPhone • Michael Ballard From: Flora Lee <FLee@Rentonwa.gov> Sent: Monday, May 8, 2023 9:11 AM To: Dustin Wright Cc: Tani Stafford; Bob M Hanson;Josef Harnden;Joel Mccann;Justin T.Johnson Subject: RE: Duvall CAG 20-065 - Order to Resume Work effective 5-8-23 Dustin-per your email request to Tani Stafford and per section 1-08.6 of the 2021 WSDOT Standard Specifications, the • Contractor is ordered to resume work for the critical path items of street light installation and monument construction. If you have any questions or concerns,please do not hesitate to contact me or Tani Stafford. Thanks. Flora Lee, PE, PTOE Principal Civil Engineer—Project Manager/Operations Signal Engineer Public Works Department I Transportation FLee@Rentonwa.gov Telework M,T,F(every other). Please reach me via email. ' , r • From: Flora Lee [mailto:FLee@Rentonwa.gov] Sent:Thursday, May 4,2023 3:47 PM To: Dustin Wright<dwright@reedtrucking.com> Cc:Tani Stafford<tstafford@g-o.com>; Bob M Hanson<bhanson@rentonwa.gov>;Josef Harnden <jharnden@rentonwa.gov>;Joel Mccann<imccann@rentonwa.gov>;Justin T.Johnson<itiohnson@rentonwa.gov> Subject: RE: Duvall CAG 20-065-Temporary Suspension effective 5-5-23 Dustin-per your email request below and per section 1-08.6 of the 2021 WSDOT Standard Specifications, the Contractor is granted a temporary suspension of work for the critical path item of street light L08 foundation modification in order to allow for the grout in the foundation anchor to cure. The suspension shall begin 5/5/23 and continue until Monday 5/8/23 when the cure is complete. If the Contractor elects to do physical work on the project during the temporary suspension, on work items that are not associated with the street light L08 foundation modification, then working days shall be counted for any days when such physical work occurred. If you have any questions or concerns,please do not hesitate to contact me or Tani Stafford. Thanks. Flora Lee, PE, PTOE Principal Civil Engineer—Project Manager/Operations Signal Engineer 1 Public Works Department I Transportation iFLee@Rentonwa.gov Telework M,T,F(every other). Please reach me via email. Original Message From: Dustin Wright [mailto:DWright@reedtrucking.com] Sent:Thursday, May 4,.2023 3:32 PM To:Tani Stafford<tstafford@g-o.com>; Flora Lee<flee@rentonwa.gov>;Shawn Reed<sreed@reedtrucking.com>; Tiffani Barquist<tbarquist@reedtrucking.com> Subject: Duvall Tani. Please place Duvall ave back on suspension while we allow for the foundation modification to cure.We intend to be back on Monday. Thank you. • Sent from my iPhone 2 Michael Ballard From: Flora Lee <FLee@Rentonwa.gov> Sent: Thursday, April 27, 2023 3:24 PM To: Dustin Wright Cc: Tani Stafford;Josef Harnden; Bob M Hanson;Joel Mccann;Justin T.Johnson; Kip Braaten Subject: RE: Duvall ave CAG 20-065 - Resume Work Order Effective 4-28-23 Dustin—per your communication with Tani. The City is lifting the temporary suspension in work that took effect on April 20, 2023,for street light Lab foundation modification. The order to resume work is effective 4-28-23,for the critical path item of street light L08 foundation modification. If you have any questions or concerns, please do not hesitate to contact me or Tani Stafford. Thanks Flora Lee, PE, PTOE Principal Civil Engineer—Project Manager/Operations Signal Engineer Public Works Department I Transportation FLee@Rentonwa.gov Teleworrkk�M,T, F(every other). Please reach me via email. • + „,�i. From: Flora Lee [mailto:FLee@Rentonwa.gov] Sent:Wednesday,April 19, 2023 12:10 PM To: Dustin Wright<dwright@reedtrucking.com> Cc:Tani Stafford <tstafford@g-o.com>;Josef Harnden<iharnden@rentonwa.gov>; Bob M Hanson <bhanson@rentonwa.gov>;Joel Mccann<imccann@rentonwa.gov>;Justin T.Johnson<itiohnson@rentonwa.gov> Subject: RE: Duvall ave CAG 20-065 -Temporary Suspension Effective 4-20-23 Dustin-per your email request below and per section 1-08.6 of the 2021 WSDOT Standard Specifications, the Contractor is granted a temporary suspension of work for the critical path item of street light LO8 foundation modification in order to allow for procurement of the fabricated materials. The suspension shall begin 4/20/23 and continue until the materials have been procured. If the Contractor elects to do physical work on the project during the temporary suspension, on work items that are not associated with the street light LO8 foundation modification, then working days shall be counted for any days when such physical work occurred. If you have any questions or concerns, please do not hesitate to contact me or Tani Stafford. Thanks. Flora Lee, PE, PTOE 1 Principal Civil Engineer—Project Manias /Operations Signal Engineer Public Works Department I Transportation FLee@Rentonwa.gov Telework M,T, F (every other). Please reach me via email. Original Message From: Dustin Wright [mailto:DWright@reedtrucking.com] Sent: Wednesday,April 19, 2023 11:02 AM To:Tani Stafford<tstafford@g-o.com>; Flora Lee<flee@rentonwa.gov>;Tiffani Barquist <tbarquist@reedtrucking.com>; Shawn Reed <sreed@reedtrucking.com> Subject: Duvall ave Tani. Please place the project back on suspension effective tomorrow 4/20/2023 until we receive the foundation modification materials. I'm told we will have these and be ready to install them next week. Thank you. Sent from my iPhone 2 ELECTRICAL NOTES: WIRE SCHEDULE warn%ear. Z4 IM MP ""'�i �' raw®"A "'� h O FOUNDATION.TION.SEUCT RE LUUM NAI ESCNRATIVE IEDUIE TINS SHEET LOU RNRNRE,POLE AND v A 4' a ��ar..•Emmons N LUMINAIRE SCHEDULE _ FOR MORE DETAILS. Ammon r �' - POLE R .-- - POLE ID co '-"' o INSTALL IUNRION BOX WITH SUP RESISTANT UD AT RRa RA. - O SERVICE CIRCUR STATION OFFSET POLE AND FIXTURE NUMBER Z ® Illy O NNISHED GRADE IN SIDEWALK UM _ 1W SC112 LIES B92.41U 39.5'RT LED ROAD/IIBW/TYPE3 -.-N . (i) It--- O INSTALL JUNCTION BOX WITH PAD AT APPROXIMATE P saw LW SC121 1T61 R93+61.1 4D5'RT LED ROAD/S20W/TYPE3 M • �• LOCATION SHOWN,PERCOR STD PLAN 120. Ra Raa IOU SC122 ITN1 B9N61.6 ILO'RT LED ROAD/IDOW/TYPE3 _ am IXIST UTILITY POLE(PSE{AND LUMINRE TO ' nw.MUMRMUMS,.Rw LOP SC122 STG1 B96.02A 39.5.PT LED ROAD/S70W/rYPE3 .i,F usO REMAIN.ING A Ea r • Raa - DI EON SCUD L761 69)+23.] 39.5'RT - LED ROAD/f70N/IYPE3 �3� CAINE 1O EXISTING UTILITY POLE,LUMINAIRE AND GUY WIRE TO RovacTAaw RrA _ -; . _ _ - - BE REMOVED BY UTILITY COMPANY,SEE SITE a r RL Mr �. PREPARATION SHEETS. a EX L ; Q 11 OUSTING LUMINAIRE POLE tans TO REMAIN. N Mr F N r T ul • IT r N Mr . R E r Faa w . - -.2'-.c_ r-C 0+-I Z M• r .211 —. � f! d It Ear .,. a. -- - __ - N Ear r • P.MNOM34...D k 1 ] � �. Q D—" R 0� ,, a r MO MIA2XM I1.2.4 I `� b /� pq, A D{WIRE SCHEDULE NOTES: 1 EXISTINGCOHOUIT MAYmNTNN WIRES TO REMAN.S¢ESAND QUANTITIES UNKNOWN. ZI I O 1 \ D{A ARB GRO UN WIRE NOT SHOWN IN THE SOIDUU. \ E (3{ALLCONDUIT SHALL RESCHEDULE 40 PVC APART FROM ST REST CROSSINGS WHICH SHALL BE SCHEDULE WV, (4{COORMNATE POWER CONNECTUN TO SERVICE WITH PUGET SOUND ENERGY. PLAN = SCALE IN FEET Add LED luminaire to"LTG 1"circuit on 0®0 c Existing Service"SC122"at NE 10th St. Add LED luminaire to"LTG1"circuit on Existing Service"SC122"at NE 10th St. I Existing luminaires on Ckt"B" W — > d = _ : ` 14- of existing service"SC354". m W - _7rro ""ram 8 - SC LINE_. -�__s - '- ae d _ - _ o o _ - -- --- . ...���--i---- _ -- - O' Q --- _ - 897�Mp DO DUVALL AVENUE NE -- -_- , - _ arks _ _- a ..Le- — -- — -- Z —t•mwmiwA A. • 0 3 ELECTRICAL LEGEND: 0 ■ sea EUNCT1ONBOXESRVSDOTTYPES I,2.BI E m CONTROLLER CABINET PLA 'it, GENERAL NOTES: ON IO SERVICE CABINET SCALE W'ET L THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY.FINAL LOCATIONS Add LED luminaire to'LTG1"circuit on SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. II' Existing Service"SC122"at NE 10th St. ® SMALL CAB E VAULT o m io 9 2 UTILITY LOCATION PRIOR TO CONSTRUCTION SMALL BE THE ENGINE RESPONSIBILITY OF THE IOCONTRACTOR. . POWER POLE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. PEDESTRIAN PUSH BUTTON FLASHING BEACON SIGN ASSEMBLY 3.ALL CONDUCTORS FOR SIGNAL HEADS,PEDESTRIAN HEADS,PUSH BUTTONS AND STREET LIGHTS SHALL BE LABELED IN EACH(UNCTION BOO. (T. - SIGNAL POLE 41 41 RADAR SPEED SIGN Add LED luminaire to"LTG1"circuit on 4.SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. 244- EOO)• SIGNAL POLE W/LUMINAIRE P ---- CONDUIT(SEE WIRE SCHEDULE) Existing Service"SC122"at NE 10th St. Add LED luminaire to'LTGt'circuit on L SYSTEM COORDINATION WITH THE CITY OFRENTON,CONTRACTOR SHALL CALL CITY -+ -.+ PEDESTRIAN SIGNAL HEAD 0 POLE IDFNTIFIEH Existing Service SC127 at NE 10th St. 'TATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT(425)430-7423. VEHICLE SIGNAL HEAD Q CONDUIT/WIRE NOTE .. - TD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. SEE WIRE SCHEDULE ON SHEET EIO EMERGENCY PRE-EMPTION DETECTOR OELECTRICAL NOTE NTIA RYe� SwNEnM CITY OF RENTON DUVALL AVE NE DMWIM6 xo El a ;A. DRAWN Fr JAICONFORMED SET MIMIC WORKS DEPARTMENT PROTECT NO. Tau OD CHIDNa TRANSPORTATION ONKOR c CwCX Or: CfER Parametrix ELECTRICAL PLAN MAID NO NwOVEDFMCONOWRON DATE _Hum_ /` RV Awa oAc BEGIN TO STA 8984.50 NUMBER REVWaNDFSUPi E! IY AN. EASE .. o"., HIE:PWI41>TBgS4lIR3 '^•---,•".. IT. DATE. SHEET1OF 10 SHEET M.yLLD LUMINAIRE SCHEDULE POLE• POLE to 7{ ELECTRICAL NOTES: OSERVICE CIRCUIT STATION OFFSET POLE AND FIXTURE NUMBER offirsaiA. ga ite 3 O CONSTRUCT DECORATIVE LUMINAIRE,POLE AND WI SC122 LTGI 392441.0 39.5'RT LED ROAD/120W/TYPE3 - MOM lel � FOUNDATION.SEE IUMINAIRE SCHEDULE ON SHEET E30 ID2 90.22 LTGI 63KL1 40.5'RT MD ROAD//20W/IYPE3 '_,�� cl �� 'P _ G-: —+.T y�m FOR MORE DETAILS. 103 SC322 LIGI 39441.6 41.0 RT LED ROAD/120W/TYPE 3 - -' - —N- " --- " - N W O INSTALL JUNCTION BOX WITH SUP RESISTANT UD AT 104 SC122 LTGI B96W2.4 39.5'RT IEDROAD/120W/TYPE 3 _._ Existing luminaires on Ckt. i— I H 3 FINISHED GRADE IN SIDEWALK. q5 SC122 LTGI 07423.7 39.5'RT LED ROAD/120W/TR'PE3 _� fQi - "B"of existing service - - --o. --- — 'Y - - - -• I. -- INSTALL IUNRION BOx WITH PAD ATAPPROXIMATE LOG SCI22 LTGI 900.44.5 39JI'RT LED 0OAD/120W/TYPE3 _ � µCL "SC354"at Sta 896+80 Left - DUVALL AVENUE NE 90i� 4O LOUTION SHOWN,PEfl COR STD PUN 120. l07 SC322 ITGl 901.90.3 39.5'RT LED ROAD/130W/TYPE3 Ops REMOVE EXISTING JUNCTION BOX AND REPLACE WITH LOB SC122 LTGI 903.27.6 39.5'RT LED ROAD/120W/TYPE3 -� ` ~ - .( O JUNCTION BOx TYPE 2.REINSTALL CONDUIT AND WIRE LEG SC934 OS 904416.2 40.1'LT LED ROAD/17043/IYPE3 E IN JUNCTION BOX.SEE WIRE SCHEDULE. LWSCE22 LTGI 904.91.4 39.5'RT LED ROAD/I20W/TVPE3 - __ _ — Z Oj INSTALL NEW CONDUIT INTO EXISTING JUNCTION BOX LlI SC334 EX 905.66.6 39.5'LT LEDROAO/120W/TYPE 3 =, 112 SC122 LTGI 936.10.3 47.W RT LED ROAD/120W/n'PE3 -- 1` - _ --. _ -__ .-_._-.. a O tREEMAIN.USTING U77lITY POLEIPSEIAND LUMINAIRE TO !' •r*��BCt,�i0��+�� I ---.-------��. 11 EXISTING LUMINAIRE POLE(CITY)TO REMAIN. — " €�-- F. O �Q - VT CONNECT NEW LIGHTING(CIRCUIT LTGlI IN EXALTING L*O 4, , �.•�\ F A 1 1 O SERVICE CABINET. • - �. \ - i OS =O 0REMOVE EXISTING SOLAR POWERED FLASHING BEACON ASSEMBLY AND FOUNDATION.CONSTRUCT NEW Add LED luminaire to"LTGI"circuit on FOUNDATION PER WSDOT STD PUN 1.21.1001 WITH ,Add 120 W LED luminaire to MODIFIED BOLT PATTERN TO MATCH EXISTING POLE Existing Service"SC122"at NE 10th St. AND REINSTALL SOLAR POWERED FLASHING BEACON -existing Ckt"B"of existing service PLAN ASSEMBLY AT LOCATION SHOWN. "SC354"at Sta 896+80 Left SCALE IN FEET 4 rAdd LED luminaire to"LTG1"circuit on PROVIDE TWO,12 COUNT PATCH PANELS AND 0® I- Existing Service"SC122"at NE 10th St. . 17 ETHERNET SWITCH FOR INSTALLATION IN GUSTING n H CONTROLLER CABINET.SPU[E FIBER 1-12 OF THE BLUE 6- I I- E' Ie NBEANDFlBERI}2ELS.COORINTEWOREW /A� INSTALL IN PATCH PANELS.COORDINATE WORK W fm 0 L. _ 03 I CITY. '4-�' I ' 'rr,• �rs Q �Q Q-f. 21/ Z 'i . . - SPLCE NEW STREET LIGHT WRONG TO EXISTING 19 ,A. 3� y'S. "'7O _��` uO_" r \ ' —. ' -' [� -en N 2ILLUMINATION WIRING IN EXISTING JUNCTION BOX. >:: - ,..-Nw4,F6.- J ram`. J - �• , ,,— __ - t m + F --4 fie.-© II A x I W N _ DUVALL AVENUE NE s ~ CLRI — _ �.00 -—- - d LED lumin ria a to"LTGI"circuit on ' ___-—_ _ lid - f0i.441 901 Existing Service"SC122"at NE 10th SL t r; F.7 \ SCHEDULE Raw at Ma in Ea we aye Weer. resale PLIMIIIM MIN*Rae Raw yea RIM — — 5T 3TT4, — -- — - _ aeve man mime zfik, u - — NI. w . we Sep we T. <J - -- may -_. n : ... ut I RT MGM 1 a••INa.• HE ELECTRICAL LEGEND: ° 1 © ,A EEscc=VC 12 I Da ERUCT Rra.rMOO El Ear ■ CO 17I1 JUNCTION BOXES IWSDOT TYPES 1,2.SI TX Ill CABINETCONTROLLER BINET PLAN R - SCALE W FEET yr Hx DECORATIVE ROADWAY POLE AND LUMINAWE 130 01 SERVICE LINNET ® 16• V 2 a 2 � 0 20 40 Tt DID STREETLIGHT SMALL CABLE VAULT • a a ' -ill ETV - a.a w ES • TYPE PS SIGNAL POLE -0- POWER POLE - as• se UV I & PEDESTRINPUSH BUTTON 444 Mx FLASHING BEACON SIGN ASSEMBLY EXISTING ! GAM - Ci- SIGNAL POLE 44 RADARSPEEDSIGN SERVICE . Ma afire.a*MO Cif- SIGNAL POLE W/LUMINN0.E I' ----CONDUIT(SEE WIRE SCHEDULE) "SC 122" • r Tan 21.• Vise Fa. T•x --- +» PEDESTRIAN SIGNAL HEAD C> POLE IDENTIFIE0. WIRE EXITING NOME CONDUIT D)A N CONWNANING WIRNMAfICLUDE A R.SUES MWIREQUANTITIES WNOWN. M ALL CONDUIT CONTAIMN6WMLSHALL NAPRURRE GRWNUW0SSIGSHOJC M THE SRECHID. VEHICLE SIGNAL HEAD Q SEE WIRE WIRE Is)E RNDIIT'Hal BCONECNF.T SERVICE Ma U PUGET SOUND ENERGY. SHALL BFXxEWLEq NC. a 4 SEE WIRE SCHEDULE ON SHEET EIO HI c0o ONATFROWERCoxNfCNOx rosEiML[wTNPUOTT SOUND ENERGY. EMERGENCY PRE-EMPTION DETECTOR 5 OELECTRICAL NOTE E �RVA`a,+ SURVEYED: CITY OF RENTON DUVALL AVE NE DRAWING NO. E2 y DRAWN BY:_MU_ CONFORMED SET KWIC50 05 PU Exi MAR NO. 2H2225015 ON DIVISION 01E01 BR: Mra Parametrix ELECTRICAL PLAN MAID NO. �FBiml DATE: y° I'. ROI MGR: CAC MnoYEDEORmNnRu CONSTRUCTION STA 898+50TO STA 908+00 SHEET PRO.�a� NUMBER NENLOM DFSCW). RE MP.. DATE ...,, TILE:Wa al"90 SIEIy .-..ram •"• BY:_ DATE: SHEET 2 OF SO • Al"' ES: r.. • __ W _. _. -_. -_- O 0 .<-A _ __© • _ /_� OCONSTRUCT DDCORATNE LUMINAIRE,POLE AND _ __ _ _ _ — ~_ --- ---'—�O 9 ELECTRICAL FOUNDATION.AILS LUMINAIRE SCNEOULE ON SHEET E30 -- y - 1 f0 UM T__ _-�� „'�� �_ ��.1_��_� -�T�� -�� .----_____-__ FOR MORE DETAILS. 2 �. W W 19 • W O INSTALL JUNCTION BOX WITH SUP RESISTANT UD AT Q FINISHED GRADE IN SIDEWALK. INSTALL JUNCTION BOX WITH PAD AT APPROXIMATE an Lo 0 I: - G- CS C 0 C- - C .G —C- —G G C --- -C- -----C--- - G G G G-8 O LOCATION SHOWN,PER COR STD PLAN 120. .0900 909900 ( — 910+00 911900 912901 0 913M INTERCEPT EXISTING CONDUIT AND ROUTE INTO NEW m^_ __�_ -_._ \ _ -. _ _ --- _ _ _---_ _ F - _ _ _---E—_ _ O JUNCTION BOX. H Q EXISTING UTILITY POLE,LUMINAIRE AND GUY WIRE TO En LUMINAIRE rn 10 BE REMOVED BY UTILITY COMPANY,SEE SITE Ly, _ _ LUMINAIRE SCHEDULE Z POLE* POLE ID -- Z PREPARATION SHEETS. Q SERVICE CIRCUIT STATION OFFSET POLE AND FIXTURE _..„.. _ __-- -N -_ _ ___ "A 11 EXISTING LUMINAIRE POLE(OTT)TO REMAIN. H_n—r "—f— 913N0.7 39S AT LED ROADMION Y'PE3 ---._ - - - - - --- -FH INSTALL 1 ALLCABLE IMATE LOCPER LOCATION SHTDPLAN _ 11 % 914966.7 395'RT LED RDAD/1Q0W/i'/PE3 ` I° "///""" -T"-- F _, _.� O }g0.21-01 AT APPROXIMATE COUPON SHOWN. 915.86.9 39.5'RT LED ROAgE�//TYPES q a�_ d� e '� D �" • --�T O REMOVE OUSTING JUNCTION BOX. 917W6.8 39.5'Ri LED ROAD/■1M1/IYPE3 PLAN I ® PROTECT LUSTING FLASHING BEACON ASSEMBLY AND L17 SC066 B 91E925.9 39.S'RT LED ROAD/120W/IYPE3 'l O CONNECT TO NEWIUNLTON BOX ADJACENT TO POLE. 119 SC066 B 919N1.5 35.6'RT 140 RCNO/1zcW/IYPE 3 SCALE IN FEET L19 SC066 B 920N1.3 39.5'LT LED ROAD/120W/IYPE 3 020 O REMOVE EXISTING SOUR POWERED FLASHING BEACON ASSEMBLY AND FOUNDATION.ATTACH S POLE,SOLAR 120 SC066 B 921N1 CITY.9 39.S'LT LED 1 / PANEL AND BATTERY TO ATTACHE%6TING SIGN L21 $C066 B 92h79.B 39.5'LT LED ROAD/120W/TT'PE3 AND HUSHING BEACON TO DECORATIVE LUMINAIRE L22 $C066 B 924.001 39S'LT LED RDAD/120W/TYPE3 j POLE LIS.WIRE FLASHING BEACON TO SVC SC066. L33 $C066 B 925.17.1 395'LT LED RDAD/120W/TFPE 3 E 11 1Ri N W SC066 ■ 926.21.2 39S LT LED ROAD/120W/TYPE 3 '^ US SCD66 ■ 927.217 39.9'LT LED RDAD/I20W/IYPE3 /ice * / * N. N F ) —\-24'4, ,)--L, F + G C G c—__.._._-."-_0._ G--- _"_G_._'_- ---C--_. C - 0 CiNE G 0.--_-0-._ 0 "-0—_ __-.'_0"+ m 915900 91f•9f _ 0 f17H0 916 60 m 900 91MM FC. .H Q O D. L... __- -_ — s 1 s '_— N W .—DLWALL-AYENdENE„ . T CY T - z — J _ 2 -- O w O _0 p EL PLAN WIRE SCHEDULE a SCALE TEN . N .�1 arra Meal Me PM MI .. MMNR.N RM«00A. Ns ELECTRICAL LEGEND: 0 20 40 DOOR NNNMN '"" I B T El El (LV JUNCTION BOXES SOOT rem 1,2.el Mm OR3 CONTROLLER[ABINET =_+ aAN Hx DECORATIVE ROADWAY POLE AND LUMINAIRE ® MI SERVICE CABINET •NEN r — SHOWN SCHEMATICALLY.FINAL LOCATIONS fi cm)STREETLIGHT E SMALL CABLE VAULT ••••• N AM, �£ T 3110 E RESPONSIBILITY OF THE CONTRACTOR. y. O • TYPEPSSGNAL POLE O POWERPOLE 'RN I _ n•Ti ea r2T.xcr*Po - LT PEDESTRLW PUSH BUTTON •(O< FLASHING BEACON SIGN ASSEMBLY _ • EO HE ENGINEER TOR RESOLUTION. d a •,PUSH BUTTONS AND STREET LIGHTS SHALL BE jCr-.- SIGNAL POLE .III 91 RADAR SPEED SIGN I w2 nya•yel WPC a WITH IDENTIFICATION TAGS PER S1D PLAN 139. MO- -SIGNAL POLE W/LUMINAIRE P -- -CONDUITISEEWIRESCHEDULEI a RENTON,CONTRACTOR SHALL CALL CITY -* M PEDESTRIAN SIGNAL HEAD Q POLE IDENTIFIERa a SOR ERIC CUTSHALL AT(4251 430-79 2 3. . -♦P VEHICLE SIGNAL HEAD Q CONDUNWIRE NOTE • SEE WIRE SCHEDULE ON SHEET ENO ' ' I -♦♦ EMERGENCY PRE-Fro azN N OELECTRICAL NOTE 21N yr OCT 2RN � 11 AAT SURVEYED: Nn A e0 WHw:jag O 0S I I I pNo NaaNPo DRAW.NO. E3 fR n:G«er: CONF. r .••� eRN PROJECT NO. 2JA122y15 NFL Pnramctrix "N """"• "' FEDAD NO. WRESCHEDULF NOTES: @L 9 `, � PRD MGII: (NC I AUC GCONCUO MAY CONTAIN ARKS TO REMAIN.SIZES NDWBEIOIESUNRNOWN 00 DATE: HUNntx REVVDI•OESCaFlION 9Y APP. DARE F FOR;PUDIJETRpSIlAI•q +•.-•+. - D)ALL CONDUIT CONTAINING WIRE WW1 INCLUDE A M GROUND WIRE KIT SHOWN IN THE SCHEDULE. NRETNO.$DH 9. DI ALL CONDUIT SHALL BE SCHEDULE N PVC APART FROM STREET CROSSINGS,WHIM SHALL RE SCHEDULE NI PVC. (A)COORDINATE POWER CONNECTION TO SERVICE YAM PUGET SOUND ENERGY. L' I ^ ELECTRICAL NOTES: II �jg� Relocated service"SC066" 1- FOUNDATION. DECORATIVE AIR SCHEDULE LEOAND y� + /\ - �\ O FOUNDATION.SEE LUMINAIRE SCHEDULE ON SNEETEIO C TR SE EETE6 [i CONSTRUR/UNCTIONBOCONCRETEPADAND H •..� 1Z�--- - -- E IN SIDEWALK. /LI1� 6�■�P�Tsz9� -- --- ___ _ -".L- .„ 3 --_"'- i,1�� .;..E��� ..—- Y- Q - -- ---- - - (J INSTALL DIUNRDION BOX WITH PAD AT APPROXIMATE — D PLAN 120. O =1� I i �' ` w m O WLOCATION RCE PT EXISTINGCONDUIT ANDROUTE INTO NEW r-I _G _._ D D D , ._.. , 0 _ (UNCTION BOX. �cn � A i LUMINAIRE SCHEDULE -_ ,2.90, l'"'^ O N Q.00 61f.M 9p'a_ POLE■ POLE ID 1._-��„- REMOVE EXISTING LIGHT STANDARD,FOUNDATION I- - -�--+—-—- - linimr -- --- SERVICE CIRCUIT STATION OFFSET POLE AND FIXTURE 4 O N N 1_I;T 923 M AND ADJACENT/UNCTION BOX.SALVAGE LIGHT W -N STANDARD TO CITY. cn z 5—_ -, r r Arm.- I A.t�' lU oast B 913N6.7 39.5'E LED ROAD/120/TIE3 9 �© •I •� — 111 SC066 ■ 911.66] 395'RT LED ROAD/13QN/iYPE3 F REMOVE AND SALVAGE EXISTING RADAR SPEED LINT RD.ATTACH __.•. �1 I -- , U5 SC066 B 91546.9 39.591 LED ROAD/120W/TYPE 3 — - O SAND INSTALL NEW SOLAR IGN FROM EXISTING EPOWE POWERED RADARET LIGHT SPEEDSPEED 1-' A _ /-- 06 - �� ' ` LEIS SC066 ■ 917.OGB 39.5'E UD■OAO/12QNMPF3 _ 13 OMIT SIGN TO NEW STREET LIGHT STANDARD. 1. ` �i • Asa S1� — —.1 U7 918+25.9 39.5'RT LED ROAD/MMTYPE 3 __. 2 l , r�2 REMOVE EXISTING SOUR POWERED FLASHING BEACON v _iMu�-� •.�'•` Cr`^'!,I„T�`i i �l■� ��•Y -1 �-� 114 919NI3 35.6'RT LED ROAD/�IV/EYPE3 - STRUCT NEW '��_1- 14 FOUNDATION PEASSEMBLY AND RWSDOTISOTD PUN. NN12110M WITH =Ay _ f,/,.^F L19 MPS 92M■13 39.5'LT LED ROACIAMINEYPE 3 -----Q R� - - MODIFIED BOLT PATTERN TO MATOI EXISTING POLE ©. A� ®Ol r -ia' �" l7 ' t10 SC066 921.71.9 39.5'LT LED ROAD/�1'Y/TYPE3 (ThAND REINSTALL SOLAR POWERED FLASHING BEACON A✓0 ♦ `JC ASSEMBLY AT LOCATION SHOWN. It LJ1L\] PLAN Ul SC066 922.AJ 39.5'LT LED PCMD/L'�/fYPE 3 SCALE NT FM L U2 SC066 B 911.DD.1 39.5'LT LED ROAD/1�M/11PE3 INSTALL SMALL CABLE VAULT PER WSDOT STD PLAN 0 20 P 925.17.1 39.5'LT LED ROAD/IB■WN/TYPE3 15 190.21-01AT APPROXIMATE LOCATION SHOWN. • 926.21.2 39.5'LT LED ROAD/MW/TYPE 3 927.21.7 39.9'LT LED ROAD/ REMOVEEXISNCIRCUIT WIRTIONAND/CDDR R /C A - Mm•�3 16 NEWFIBER. SIGN CIRCLER WIRE AND USE CONDUCT FOR A mom_ ��, _ mo,® 4_ w '^- - . O`L- ?D - —G Ma ----... g Il _ M A M- M M — -- —w M oN V1 - - ° R N --- - # __- _ 92S --� 9RSN0 _7-Nrw H- 800 - RE SCHEDULE P.•, moon moor.,. .oa ,. . uu..,., N.w .. tome .a. ROO cn - y-- m DUVALLAVENUENE A mAcow mom, Paola— WOO.DINS.I.N.INEZ ammo --- — EX SVC N t JN Z .- C067 2KN uN -- - - ----- J _ "' sue— - - =1 Ex v P. :� — , Rm RR MIANCTINO y�,� R E� f� -- -- ' - - ..„ 7 PLAN ® r R s- u 1 f SCALE W FEET = Ea• HI S ELECTRICAL LEGEND: 0® pox limey.Nampo P. ■ CC O 0 JUNCTION BOXES ONSDOT TYPES 1,2,BI DX r CONTROLLER CABINETla Ear 1 I i4-/ DECORATIVE ROADWAY POLE AND LUMINAIRE ® I SERVICE CABINET x x MATX75LLY.FWAL LOCATIONS DID SMALL VAULT R FOR A O 'I- STREET LIGHT r • x x , MUTT OF RESOLUTION.NTMCEOR. k 0 • TYPE PS SIGNAL POLE 'CP POWER POLE 3.N NI CS ...e & PEDESTRIAN PUSH BUTTON N FLASHING BEACON SIGN ASSEMBLY E.w ,.92 ONS AND STREET LIGHTS SHALL BE (t- SIGNAL POLE '16 �I RADAR SPEEDSIGN „ fr , , um , W aF.wr.N4rrer. FICATION TAGS PER STD PLAN 139. F3 2#5- SIGNAL POLE W/LUMINAIRE P ---- CONDUIT/SEE WERE SCHEDULEI .Rr r .N Exw r .NTMRgI SHALL CALL CITY 423 PEDESTRIAN SIGNAL HEAD POLE IDENTIFIER lE ;.N ER. TSMALL AT 11251430.7433. WTE SCHfoua NOTES: E -► VEHICLE SIGNAL HEAD & CONDUIT/WIRE NOTE II EXISTING COML.MAY CONTAIN WIRES TO REMAIN.512E5 AND QUANTITIES UNKNOWN. 1I1 ALL CONDUIT CONTAINING WIRE SHALL INCLUDE A WI GROUND WIRE SHOWN IN THE SCHEDULE SEE WIRE SCHEDULE ON SHEET DIE (3)A WIT SHALL BE SCHEDULE 40 PVC APART FROM SLEET CROSSINGS.WHICH SHALL BE SCHEDULE SO PVC n� -� EMERGENCY PRE.EMPTIDN DETECTOR 14)COORDINATE rm gNATE POWER CONNECTION iO5ERMCF WRNIWfT SOUND ENERGY. OELECTRICAL NOTE ��.�d.ANW>LP D'RAWN., M CITY OF RENTON DUVALL AVE NE DMWNGNO E4 CONFORMED SET PUND'WOWS common' PONCE M. 21■UNRO X ,',fi xfi CHECK er: u fi �� Parametrix rRARunwDNKW NAM ,p, O,ECK K.: Nsro ELECTRICAL PLAN $ APPROVED FOR CONSTRUCTION DATE3yy 9 /,'. ¢P PRO/MAR: QAc •„ STA 918.00 TO STA 928FS0 SHEET NUMBER AM NON[ASCRIPTION El APP. DATE 4'iR_j --"., FILE PNn4EFY5D451Lsww -..-.-- ST DATE: SHEET 4 OF 10 NO.�0f GENERAL NOTES: ELECTRICAL NOTES: ZLn NSTALL O% N 1.THE LOCATION OF CONDUIT AND JUNCTION BOXES ME SHOWN SCHEMATICALLY.FINAL LOCATIONS O I FINISHEDJGRADEUNCTIO N IN BSIDEWALKWITHSUPRESISTANT LID AT 21 Wwc Z SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. • NE 2.UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. O LOCATION NO INSTALL IWN,ON PER COR STD PUN X WITH PAD AT APPROXIMATE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. AA A OP 3.ALL CONDUCTORS FOR SIGNAL HEADS,PEDESTRIAN HEADS,PUSH BUTTONS AND STREET UGHTS SHALL BE CA 0 INSTALL NEW CONDUIT INTO EXISTING JUNCTION BOX.BEIEDIN EACH JUNCTION BOX. B O EXISTING UTILITY POLE(PST)AND LUMINAIRE TO REMAIN. 4.SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. a ' O REMOVE EXISTING ILLUMINATION AND RADAR SIGN S.FOR SIGNAL SYSTEMCOORDINATION WITH THE CITY OF RENTON,CONTRACTOR SHALL CALL CITY M ORCUITW IRE AND USE CONDUIT FOR NEW FIBER. _ / TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC MSWLLL AT(425)4307423. -- 6.SEE COR STD PLAN 135 FOR ADDMONAL ELECTRICAL NOTES. 16 THSSMEET.TCOORDINATE WO KWITH CITY.DEfAll 1, _-"•--�--1©,•A G COYOTE SPLICE ENCOSURE: LEGEND; 1B REMOVE EXISTING(UNCTION BOX. W - ^-"-�-- _�.-`y\\ DISCONNECT EXISTING RADAR SPEED SIGN CIRCUIT .1 -/�� ----- EXISTING FIBER CONNECTION 21 WIRE AND REMOVE WIRE FROM EXISTING SERVICE. ///111��-333ttt���\\\\\\ DUSTING FIBER 96 COUNT(N.1ST&WELLS) ROUTE FIBER THROUGH SERVICE CABINET FOR FIBER7-12 � PROPOSED FIBER CONTRACTOR) CONNECTION ATTA-2S VAULT AT NE CORNER OF CD -�___ 92NW LUNE -iIBER 3]-42 INTERSECTION. F ---- MAT EXISTING SPLICE(BY COMPACTOR) FDUVALL AVENUE NE \. +971 36 COUNT(HAZEN HIGH SCHOOL) I --- -FIBER 7.? W _ r- -FIBER 25-30 I I I I j M 36 COUNT(SUNSET&DUVALL SIGNAL CABINET) I- -FIBER2-6 - •FIBER 742 �� 1 nm • 1---72 COUNT(RENTON SCHOOL DISTRICT) -FIBER 7-7 o _ - - - - -- 24 COUNT(DUVALL&21ST) -FIBER ib -FIBER 7-12 ~ CONTRACTOR INSTALLED FIBER ` 72 COUNT(FIBER 1-24 SIGNALS,FIBER 25-08 CITY NETWORK,FIBER49-72 FUTURE USE) L1 I &\/ -FIBER 7-6 /// -FIBER 742 -FIBER 25-30 TA-25 VAULT FIBER MODIFICATIONS DETAIL n r. ® © NO SCALE - PLAN SCALE® 0 20 40 x I- s Z O O A 0 NIZEIErremtime MEMEIRMINMIIIMPRIEil ELECTRICAL LEGEND: a= _ B mra JUNCTION BOXES(WSDOT TYPES 1,2,01 Ps) CM CONTROLLER CABINET �© 4,H1( DECORATIVE ROADWAY POLE AND LUMINAIRE ® 02 SERVICE CABINET STREETUGHT ® SMALL CABLE VAULT V 0 • TYPE PS SIGNAL POLE S> POWER POLE R b, PEDESTRIAN PUSH BUTTON 9. 4. FLASHING BEACON SIGN ASSEMBLY DUVALL AVENUE NE ; . SIGNAL POLE siii 'IL RADAR SPEEDSIGN C. �- SIGNAL POLEW/LUMINAIRE F ---- CONDUIT(SEE WIRE SCHFDUlf1 -+ PEDESTRIAN SIGNAL HEAD 0 POLE IDENTIFIER -• VEHICLE SIGNAL HEAD ® CONDUIT/WIRE NOTE PLAN SEE WIRE SCHEDULE ON SHEETEIO SCALE IN FEET Z -■ EMERGENCY PRE-EMPTION DETECTOR O 0 4 B ELECTRICAL NOTE 0 20 4O® E 9. >"4AHI eU"YL10 CITY OF RENTON DUVALL AVE NE mm“0. E5 t 04, �, °"""VIBE CONFORMED SET PAORDTNo. 1a12aEF ��'A PERON PR u - HNOC W0116 PVMTMFM o ParametrIx TRANSPERMTIONDNBCN AD NO. Ma sr: a ELECTRICAL PLAN THE wMDVFB EDB W11nIU[rIDR ��L /. FT::Alw: Q1D STA 928+00 TO END AND BEGIN TO STA 52+60 DRAT. '14mr WO x0.1Z Of_EE_ Num. REVISION IHSQPTgN El AA. wrz �'�_AK"+�.. TIN:ruannPPFSILew �-�-�^- er. -- DAM SHEET 5 OF 10 �\ T0 GENERAL NOTES: z 1.THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN I- ` \ SCHEMATICALLY.FINAL LOCATIONS SHALL BE VERIFIED BY THE a-1 \ ENGINEER IN THE FIELD. \ Z O '\� 2.UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPO�`� \, A� A Q L BE BROUGHT TO THE ATTENTION OLITY OF THE F THE ENGOR. IINEER FORFLICTS ESOLUTION. `i `t-- \ ��� _ \ = 3.ALLUCONDUCTORSDSTREET EOLIG LIGHTS HULBPEDESTRIAN HEADS,PUSH J JUNCTION AND STREET LIGHTS SHALL BE LABELED IN EACH ' 441b44.6„...,_ / IUNCTXIN BOX \\ �` _© ©® '' 4.SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPED WIHml A ` \scow " _`. � � j'I AV�� ■ j/� IDENTIFICATION TAGS PER STD PLAN 139. j.� _ ,. .�� \,J Ire EFL 7z. A S.FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, 4>O \ , 1 rail A ir CONTRACTOR SHALL CALL CITY TRANSPORTATION MAINTENANCE / `•� --_ DEPARTMENT SUPERVISOR ERICCUTSHALL AT(425)130.7423. A f seed P 4 -__ ___,(,' �/,,�\© - i ��I� ' ,�—�� '' 1 6.SEE CAR STD PLAN 135 FOR ADDITIONAL ELECTNCAL NOTES. ✓ . �� © © �� GENERAL SIGNAL NOTES: Am S. CONDUITUNT SHOWN WORKS ALL BEC LY.ALLCONSTRUCTED TEDAL AND ND a INC INSTALLATION WORK SHALL T OF AYNUCTED AND INSTALLED WITHIN CITY RIGHT OF WAY. ^------.- __ _ 2. PROAND JUNCDTION IONT0.0LLER CABINET,TOSCE CABINET ^ --^ - AND JUNCTION BOXES ARE SHOWN SCALE ON THIS SHEET ONLY. /aAND REINSTALL SIGAL AND ILL - I '12 • 3 WIRINGS PER WIRE SCHEDULEN SHEET E10.UMINATION w w -wJ � w ►-A EVI'{ w 1 DUVAL AVENUE NE 1171 I SIG" • =- --j- -- - ------ - NE 12H S</DUVALL AVE NE SIGNAL®ON - -— 87 PLAN SCALE® SIGNAL CONSTRUCTION NOTES: 0 5 10 Z A REMOVE EXISTING SIGNAL POLE WITH LUMINAIRE AND FOUNDATION. < 1 B. CONSTRUCT NEW FOUNDATION PER WSDOT STD PLAN 1-26.10-03,EXCEPT MATCH EXISTING SIGNAL POLE ANCHOR BOLT PATTERN.REINSTALL AND RECONNECT EXISTING V O SIGNAL POLE WITH LUMINAIRE ON NEW FOUNDATION.REINSTALL ALL SIGNAL EQUIPMENT AND RESTORE WIRING. ELECTRICAL LEGEND: O A REMOVE EXISTING TYPE PS PEDESTRIAN SIGNAL POLE AND FOUNDATION. B 1015 D JUNCTION BOXES LWSDOT TYPES 1,2,81 051 CO CONTROLLER CABINET $ B. CONSTRUCT NEW FOUNDATION IN PEDESTRIAN CURB PER WSDOT STD PLAN J-20.11-03.INSTALL AND RECONNECT EXISTING TYPE PS PEDESTRIAN SIGNAL POLE ON NEW ft FOUNDATION.REINSTALL ALL EQUIPMENT ON SIGNAL POLE AND RESTORE WIRING.MAINTAIN PPB ORIENTATION ON POLE. 4 % DECORATIVE ROADWAY POLE MID LUMINAIRE QC ® SERVICE CABINET A INTERCEPT EXISTING SIGNAL AND ILWMINAT0N CONDUITS IN EXISTING JUNCTION BOXES AND EXTEND INTO NEW JUNCTION BOX.REMOVE EXISTING JUNCTION BOXES.4. O B. INSTALL JUNCTION BOXES AND SMALL CABLE VAULT AT BACK OF SIDEWALK. STREETLIGHT coo SMALL CABLE VAULT 5 O A REMOVE EXISTING SIGNAL CONTROLLER CABINET,SIGNAL SERVICE CABINET AND FOUNDATION. • TYPE PS SIGNAL POLE t> POWER POLE & CONSTRUCT NEW COMBINATION SIGNAL CONTROLLER CABINET AND SIGNAL SERVICE CABINET FOUNDATION,PER DETAIL B,SHEET ES.INSTALL EXISTING SIGNAL PEDESTRIAN PUSH BUTTON 4 w. 1w. FLASHING BEACON SIGN ASSEMBLY f6 oT CONTROLLER CABINET AND SIGNAL SERVICE CABINET ON NEW FOUNDATION AND REWIRE PER WIRE SCHEDULE.INSTALL PHOTOCELL IN CABINET PER COR STD PLAN 122.1. OPROTECT EXISTING POWER VAULT. �- SIGNAL POLE EI3 RADAR SPEEDSIGN F.w O INTERCEPT AND UTILIZE EXISTING CONDUIT MID REMOVE AND REINSTALL WIRE FROM POWER SOURCE(UNDERGROUND UTILITY VAULT)FOR RECONNECTION TO RELOCATED Ott- SIGNAL POLE W/LUMINAIRE ----CONDUIT(SEE WIRE SCHEDULE)6 SERVICE COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. �-8- PEDESTRIAN SIGNAL HEAD Q POLE IDENTIFIER '2 O7 REMOVE EXISTING ABANDONED JUNCTION 80X AND CONCRETE PAD. VEHICLE SIGNAL HEAD Q COEWIRNDUITE SCHE/WIRE NOTE SEDULE ON SHEET El° <>PROVIDE TWO,12 COUNT PATCH PANELS AND ETHERNET SWITCH FOR INSTALLATION IN RELOCATED CONTROLLER CABINET.SPUCE FIBER I-12 OF HE BLUE TUBE AND FIBER i EMERGENCY PRE EMPTION DETECTOR 13-24 OF THE ORANGE TUBE AND INSTALL IN PATCH PANELS.COORDINATE WORK WITH CITY. Op ELECTRICAL NOTE O9 CONNECT BOTH STREET UGHTS ON HAWK SIGNAL POLES TO'ILLUMINATION A'CIRCUIT AND NEW LIGHT POLES L13-LXS ON'SPARE"CIRCUIT. O SIGNAL CONSTRUCTION NOTE c. 11ARA SWAYED: DUVALL AVE NE OMvnNG RO.`" e R„WNBr CITY OF RENTON E6 EB ? R CONFORMED SET .uBD UVGEE ALPMINEMI RNIEEFMo. 1131I]99fS DESIGMBY: MEB TMEXRVXIAIOMDMSIM Parametrix FEOAO MO. b MGR.KA BY: DAL APPBDYED FaKOMsrwxTMME TRAFFIC SIGNAL PLAN DATE: _BMW_ NUMBER BEYBIOMDEFOEITIOM BY An. DATE yu.,, ERIE:PUJL.LnwEB.ILnw --. "� eV.-_ DATE: SHEET 6OF 10 THEM w.�a� • • • NOTES O MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. 0 1'-O'MIN.TO2'-6'MAX.FROM • FOR TYPE N MOUNTS ONLY,DRILL I'DIA HOLE IN MAST ARMAND INSTALL POLE CENTERLINE TO SIGN EDGE PLASTIC SPOT BUSHING FOR CABLE ENTRANCE GENERAL SIGNAL NOTES: ®FOR POST MOUNTED SIGNS THERE O FIELD INSTALLED.SIGN SIZES SHALL NOT EXCEED THE MAXIMUM SHALL BE2'-El.MIN.FROM THE FACE 1. CONDUIT IS SHOWN SCHEMATICALLY.ALL SIGNAL AND • VALUES LISTED HERE: SIGN HEIGHT WIDTH AREA OF THE CURB OR THE EDGE OF THE ILLUMINATION WORK SHALL BE CONSTRUCTED AND LEGEND b 3.0 FT N/A 75SQ.FT. SHOULDER TO THE EDGE OF THE SIGN INSTALLED WITHIN CITY RIGHT OF WAY. LUMINAIRE MAST c 3.0 FT N/A 36.0 SQ.FT. a.VEHICLE DISPLAY T.LUMINAIRE 2. PROPOSED CONTROLLER CABINET,SERVICE CABINET ARMXYZ(FT) e N/A 3.0 FT 15.0SQ.FT, AND JUNCTION BOXES ARE SHOWN TO SCALE ON THIS b.MAST ARM MTD.SIGN g.PEDESTRIAN DISPLAY SHEET ONLY. MPSTARM %YL(FTB) c.STREET NAME SIGN h.TERMINAL CABINET LEN]ETH LUMINAIRE.MOUNTING 6' - 19.8 AND SHROUD PER CRY OF C d.PRE-EMPT DETECTOR I. APS PPB-M 8' 26.4 RENTON STANDARD • PLANS 117.IAND 117.3 e.POST MTD.SIGN I. HANDHOLE 10' 33.0 / I MEASURE ATTACHMENT POINT ANGLES CLOCKWISE STANDARD STANDARD PLAN REFERENCES 14' 46.2 FROM POLE ORIENTATION LINE(El ATTACHMENT POINT)TO THE ATTACHMENT POINT LOCATION TYPE POLE FOUNDATION_ELECTRICAL 16' 52.8 STANDARD CURB •_ __ 1 • FIXED 1-20.10 1-20.10 1.20.10 A 1 PPB - Bl ©' E2 BREAKAWAY 1-20.15 1.20.15 J-20.15 83 es 2 _ B2 ,A ,A O--I • 4. PS 1-20.16 1.21.10 i 1-20.20 b - B4 �. B6 B9 2 b - B7 9/�I 11 Ez I J-xl.ls 1.21.10 L21.20 a - b J -BOO II B11 . 90 �.' II,III.SD N/A LT6.15 N/A NIA a a - a b C [' I I - _ _ 2 I Ls- "or , . A2 ATTACHMENT _ ' POINT I I a E1 ALL HANDHOLES AT 180A T I F OR F POLE ORIENTATION LINE ANCHOR BOLT PLATE SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY - • 2 e. (El ATTACHMENT POINT) I i LOCATION STATION - - - MIN. MAX. I H o POLE ORIENTATION y 990 I HORIZONTAL DISTANCE FROM STOP LINE ALL 40' 45' S0 53,180' 2 �Pl ANGLE(P.O.A.) ' -y I 3SECTION I2' c h IZ DEGREES CLOCKWISE FROM 9. 1 5 SECTION CLUSTER 12' 16.5'17.5'19.2'249' 22.0' j I 1 G G V- OFFSET LINE TO POLE I I I I g s 4 SECTOR ID 16.5'17.0 18.0'197' 20.8' 1 `; ORIENTATION LINE ��� rile I I I (El ATTACHMENT POINT) SSEC710N 12' 16.5'17.0 17.5'38.5' 19.6' i / MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY IH "'H POLE ORIENTATION AND I I F a ATTACHMENT POINT DETAIL ELEVATION IS TO TOP OFFOUNOATION t 111 1 7. TOP OF FOUNDATION SHALL MATCH TOp OF CURB, ro SHOULDER OR SIDEWALK,WHICHEVER IS HIGHEST. 1 + I IE IE ^ I)) S CURB OR EDGE OF SRNULOER F F F F NOTE: ROADWAY _ TYPE STRIA MOUNTS SHALL ON USED FOR © m ©/-I m F ILPL PEOESTRWJ DISPLAYS ON TYPE II OR III SIGNAL ON TYPE II OR III SIGNAL ^TTL"VV'^^_ E STANDARDS,WITH THE FOLLOWING EXCEPTION: LIMITS OF VERTICAL CLEARANCE o PEDESTRIAN DISPLAYS MOUNTED ON - I F F TYPE II,III&SD OCTAGONAL(8 SIDED)SIGNAL STANDARDS AT AN TYPE PPS TYPE PS TYPEI SIGNALSTANDARD I ANGLE OTHER THAN A 45 DEGREE INCREMENT ppg POST PED.HEAD VEHICLE HEAD SHALL USE ATYPE A MOUNT FOR TWO STANDARD STANDARD O7 DMS OR VMS IS NOT O3''--OEMEN FVOM FACE OFF GUARDRAILM FACE OF CURB OR EDGE OF SHOULDER; Q PEDESTRIAN DISPLAYS,OR A TYPE B MOUNT FOR ALLOWED ON THESE POLES. 4'-I'MIN.FROM CONC BARRIER TYPE2(MEASURED FROM A POINT WHERE THE . A SINGLE PEDESTRIAN DISPLAY. ©3'-6.MEASURED FROM SIDEWALK SURFACE TO BARRIER EASE MEETS THE SHOULDER SURFACE(TOE).MEASUREMENT TAKEN S CENTER OF PEDESTRIAN PUSH BUTTON FROM TRAFFIC 510E OF BARRIER;TO FACE OF POLO SIGNAL STANDARD DETAIL CHART SOIL FOUNDATION DEPTH {.71 MOUNTING SOD. FIELD LOCATION POLE HEIGHT(FT) ABMT SIGNAL MAST ARM DATA 3 'LUMINAIRE POLEEXXYZ(FT') POLE ATTACHMENT POINT ANGLES(deEI DESIGN FOUNDATION BEARING (Fr) REMARKS U �NO. TYPE LENGTH OFFSETS(FT)(Z)(POLE t TO ATTACHMENT POINT) WINDLOAD AREAS(ET)(%)(Y) (�]) PRESSURE ALTERNATE g (i) STATION OFFSET LT.1 RT.ELEV.* P.O.A. Al A2 B1 B2 B3 64 BS B6 B7 B8 B9 810 811 B1 B2 B3 B4 B5 86 07 B8 B9 B10 B11 C ** D El E2 F G1 G2 H I 1 (FSF3'RD 3'SQ 4'RD g` I 919+91.4 39.0 X 0' III 17.5' 35.0 35.0' 32.5 26.5 20.5 23.5 10.6 10.0 10.6 10.0 860 Cr Cr 90' 90' 2500 6' 6' 6' RELOCATED EXISTING POLE(]) 2 920012.9 .38.6 X 0' PS 90. 2500 RELOCATED EXISTING POLE(]) *ELEVATION IS TO TOP OF FOUNDATION.FIELD VERIFY **CALCULATED POLE XYZ(FT3)IS SUM OF THE TOTAL XYZ(FT')FOR (I) ANCHOR BOLTS FOR NEW FOUNDATION TO MATCH •5. TH ELEVATION PRIOR TO ORDERING SIGNAL STANDARDS. THE SIGNAL ARM AND THE XYZ(PT€FOR THE LUMINAIRE ARM(IF PRESENT). EXISTING SIGNAL MOUNTING o •• • PER GEOTECH REPORT,TABLE E atN'EA"`ec SDURYErEreIBL CITY OF RENTON DUVALL AVE NE Mavens ea, E7 .z uI' . RAWN BY: mFK CONFORMED SET PUXEGW0RKS DEPADEMONF PROJECT NO. NIRRRsws A._ �0 •.y' DELGN OF: u TRANSPORTATION DIVISION MAID NO. Y. MCA or; _CD_ Parametrix APPROVED,OR CONSTNSRWN SIGNAL POLE DETAILS-NE 12TH ST HAWK EATS: ..DU20Ly 5 _ % PR01"'GTE` ART SHEET 7 OF 10 �Dcya ��, FILE:MGR:n90151L4 an OpTE:_ SNFFT NO. NUMBER REVISION DESCRIPTION BY APP. DATE �1"• •t `�^�`0 SHIM TO PLUMB - FRONT SEE NOTE 2 3/8'DIAMETER PLASTIC DRAIN(ONE BACK S 414 SPACES)HOOPS(EQUAL SHIM TO PLUMB PER CABINET) MO( FRONT SEE NOTE 2 !L' 1 1 1 I, 1�_ z EXISTING '1_ 1/Y CHAMFER �1�(��1�i—ICI irk n ^ N RELOCATED TYPE TTRETCH M'T52, I 1'-2'HORIL I ��I[���I� 1��1!7.+ 7D TYPE ITPAFfIC COMROLLER CABINET I , 'Miltl�l�.� REINFORCEMENT BAR DIAGRAM ELEVATION VIEW I, RELOCATED ELECTRICAL SERVICE 0 �i CABINET O BACKUP POWER BATE SUPPLY 4 PIECES CABINET(MOUNTED ON BACK OF p4 HOOPS ELECTRICAL SERVICE CABINET)Iii 04 HOOPS ' DRA DIAMETERPER PLASTIC DRAIN(ONE PERCABIN ET) SEE NOTE 7 FOUNDATION CURB. mrNSTR AS UC imp tSJ is PEDESTRIAN CUR CONSTRUCT TO Iliill\ I MATCH RADIUS SUBSTITUTES ESOF RAMP. ,� "� �,-'�t SEE NOTE4(TYP) `_ '•`m-•'� ISOMETRIC VIEW -� PL lir SEE NOTE 4(TYP) gi NOTES: 1. MOUNT TOP SHALL BE FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THE 3414 REINFORCEMENT BAR REQUIREMENTS OF SECTION 8-14.3 IN THE WSDOT STANDARD SPECIFICATIONS. (EQUAL SPACING) 2. PLACE SIUCONE SEAL BETWEEN THE FOUNDATION AND CABINET. 3. ANCHOR BOLTS AND THEIR SPACING TO MATCH HOOTING CONTROLLER AND SERVICE CABINET. e, 4. CONDUIT SIZES/QUANTITIES FOR THE CONTROLLER AND CONTACTOR CABINETS SHALL BE INSTALLED PER THE CONTRACT PLANS,PLUS ONE SPARE CAPPED OUT PAST THE FOUNDATION. 8' WIDTH..1' 24' WIDTH 31 d 5. CONCRETE SHALL BE CLASS 3000. 92 B. 2.CONDUIT SHALL BE PLACED FROM THE BBS TO THE CONTROLLER CABINET,AND FROM THE BBS CONTROLLER SERVICE/ cs TO THE CONTACTOR CABINET. CABINET BBS 7. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS. PLAN VIEW !? COMBINATION TRAFFIC CONTROLLERB887ELECTRICAL SERVICE CABINETS FOUNDATION o SIDEWALK AREAS ROADWAY AREAS DETAIL riN Ps NO SCALE HMA ®I 14 L NIL.�_a CSTC 61 0:O.4,OQ,O Iq:.66�-/l`� E3EXISTING SUBGRADE /WL! UTILIZE NATNE BACKFILL OR CSTC ;� :L WHERE NATIVE IS UNSUITABLE AND $ l�I:��\ AS DIRECTED BVTHE ENGINEER I �ii fjl. FIBER OPTIC 6'1 IF. ILLUMINCONDUITTION(S) AND L SINSNAL j /:aIS [ONDUIT(5)PER PLANS 7 CONDUIT(S)PER PLANS COMPACTED GRAVEL BACKFILL i FOR PIPE ZONE BEDDING,PER 12'MIN WSDOT STD SPEC 9-03.12(3) a q. NOTES: 1. EXISTING MATERIAL DISTURBED UNDER THE CONDUIT SHALL BE REPLACED WITH BEDDING MATERIAL AND COMPACTED TO 95%MAX DENSITY. 2 2. BACKFILL MATERIAL SHALL BE INSTALLED IN AN APPROVED MANNER TO ENSURE NO DAMAGES TO THE CONDUIT. °' 3. IF NATIVE MATERIAL IS DETERMINED UNSATISFACTORY BYTHE ENGINEER,USE CRUSHED SURFACING TOP COURSE,PER WSDOT STD SPEC9.03.9131. A, 4. SEE RS SHEETS FOR ROADWAY AND SIDEWALK REPAIR DEPTHS AND MATERIALS. ELECTRICAL TRENCH DETAIL NO SCALE o— _ yARF SURVEYED: DUVALL AVE NE DIIAVANGND. i ZRaN DRAWN BE M CITY OF RENTON ES x DESIGN BY: MET CONFORMED SET PUBLIC WORTSOEPMTMENT PROTECTED. 214IIREBB5 7. TRANSPORTATION ONSIDE e - — - a aElx at a Parametrix APPROVED ERRCONSTRURmN ELECTRICAL DETAILS DARE NO. Dare _EE117II 9_ /� 1YRUI MGR: MAC SHEET 8OF 10 SHEET NO.� y=$-OP NUMBER REVL90N DESCRETUIN BY Aw. DATE �+,, BOP .,.4 ENE:Pun4lnsoezlu.R `-...:..-.. "" BY: - DATE:_ • .1,44.. TABLE 1.HEIGHT OF RECTANGULAR SECTIONS WALL L SHAFT 5SHMT SEE WDI UGNT ELEVATION ATTOPa ELEVATION ATTaPOF HEIGHT F SOIL OR LANDSCAPING FEATURE RECTANGULAR RECTANGULAR In SEE IS SHEETS r I •PREMOLDED PORE SECTION CAdRAR SECaIdB SECTION TOP OR FOUNDATION SHAFT I 4'-0"MIN(SEE PLANS) TOP OF RECTANGULAR SECTION JOINT FILLER l04 43L89 42691 3'-0. SEE TABLE 2 FOR ELEVATION ' SEE TABLE 1 FOR ELEVATION LOS 43270 43Gfi7 2-0• , P LOB 437.70 43462 2-0• WALL • • • 1'-0'• 7 I. 110 437.71 43568 r4Y SEE W Dl • f°• • P." I II-I •�.� •' III@ 4�I• R RECTANGULAR TABLE 2.FOUNDATION SWIFT ELEVATION AND SIDEWALK COORDINATION SIDEWALK I II��II II- SID WALK .,W Ili •° - IIIIII=11 SECTION LIGHT J 11 ' I� �R i • n =11i"T F= TOP OF SWIFT BOTTOM OF SHAFT COMMENT(S) I4 4 III ��'/,.' 1 70POFdRCUAR SEC710N j -• •-�� 125.16 42036 SEE DETAIL 4 • I• .III' ��l. - ��F.�°I . L02 /36.53 RL59 SEE DETAIL II SEE TABLE 1 FOR ELEVATION v,C L" ; L]B 431.41 472.01 SEE DETAIL l _-- _ ° 11=I!=. l� ti A3 ,3 LM 031.89 423.92 SEE DETAIL] .1 '•• II�- - LCS 432.70 425.68 SEE DETAIL /�/}/ LOG 433.64 d?&64 SEE DETAIL3 `` WIDTH • f PLAN J i OPTIONAL III I 'I / l0] 434.29 429.28 SEE DETAIL,/ EXISTING GRADE VARIES�, THUGS °I- EXISTING GRADE VARIES § I- CONSTRUCTION 2e� 11 III CIRCULARC lB 437.70 432.70 SEE DETAIL JOINT BEYOND l/N 438.6] 130.30 SEEDETAILI rall . . .• 110 437.7L 030.67 SEE DETAIL !II LIS 439.19 431.49 SEE DETAIL,/ 112 437.10 13270 SEE DETAIL BOTTOM OF FOUNDATION SHAFT BOTTOM OF SHAFT • - SEE TABLE 2 FOR ELEVATION SEE TABLE 3 FOR ELEVATION FEATURE OR LANDSCAPING L 433.% 25. SEE DETAIL] PLAN FEATURE SEE LS SHEETS LII 4 431.74 22.32 SEE DETAIN & L15 43094 42044 SEE DETAIL] � L16 427.47 417.90 SEE DETAILS DETAIL /A DETAIL 4 \ L17 475.21 415.35 SEE DETAIL] 1ti2 - LIB 419.08 414.08 SEE DETAIL LSO 436.19 411.19 SEE DETAIL l20 41421 409.21 SEE DETAIL L31 /1L93 406.93 SEE DETAILS l22 110.64 00. SEE DETAIL3 L23 406.83 401.83 SEE DETALL3 FINISHED GRADE SOIL OR LANDSCAPING FEATURE L24 409.47 10017 SEE QUAIL m 4-0-MIN(SEE PLANS) - }SHAFT VARIES - SEE 15 SHEETS 125 405.2E CCU SEE DETAIL3 mot., SIDEWALK I _ --__ NOTES: -11=11=1T-.11I r II_Ilcil=:II=11=1- o `I --��/� TOP OF SHAFT =11=11r 11.�11=11,II Ali 1. SEE LUMWAWE SCHEDULE,SHEET Ell FOR LIGHT POLE STATION AND OFFSET. SEETABLE]FORELEVATION ' �1_I 2. BOTTOM OF SHAFT ELEVATIONS ARE BASED ON A 5'MIN.LENGTH.SEE SHEET Ell. 4 r III _ 3. FOR LIGHT POLE FOUNDATION AND LIGHT POLE BASE CONNECTION DETAILS,SEE CITY • '� OF RENTON STANDARD PLAN 117.1,DATED S/19/15(NOT CURRENT VERSION-SEE DETAL MELT IN APPENDIX IN SPECIAL PROVISIONS)._ 1'-0•MIN(SEE PLANS) EXISTING GRADE VARIES }SHAFT T (UNCTION SIDEWALKr I 1'-0' I poli / SOIL OR LANDSCAPING FEATURE 1: OUX .`- TOP OF SHAFT I MN( SEE LS SHEETS SEE TABLES FOR ELEVATION /' BOTTOM OF SHAFT �J° • (�1= „11-11+II- SEE TABLE 3 FOR ELEVATION I =II f. LUMINAIRE CONCRETE PAD jjj''' �I II PER STANDARD LRENTON12 / /// �1�. +II 3'-0' PLAN 130. J 11 - COSTING GRADE VARIES { • - ' DETAIL /" PUN • 4. 1-•2' - • •h.• BOTTOM OF SHAFT • . £ SEE TABLE 2 FOR ELEVATION S L. o PLAN DETAIL 1 E ,r 9 \NV4R7 SURVIVE. DUVALLAVENE MMNGRO. E9 a e CITY OF RENTON �� - OBA"NBY' AIN CONFORMED SET PROTECT NO. 21412IDRS O F DESIGN II' 2U PTRRPGP IAV NMTMINT SEDAN TMMIOXLATION DIVISION NO. yo '•' Es _ APMINED ION CONSTRUCTION UGHT POLE FOUNDATION&SIDEWALK DETAILS DATE: 1EB2@1 7 / �'. ROI MGR: EMC rPN KNOB MGNI05oEsonmoN BY Mr. WI d" ..,.. EnE.rwl4snsws.11-Em.h• gyp" m DATE: SHEET9OF 10 slREr rn.�oi� WIRE SCHEDULE LUMINAIRE SCHEDULE 11a rLAINNO PNER w4 a O R 4PA NOTES ROLE A 7NE GAD soNIAW 2Ca 2ba 4� Rye was �� MACON 4�D PONEI POBN1 0 SERVICE CIRCUIT STATION OFFSET POLE AND FIXTURE POLE ID NUMBER 4w2111.1N acMTL1aI MOM �" 101 SC122 LTG1 892M1.0 39.5'RT LED ROAD/110W/TYPE 3 1 Y I r ERN 10 46 2 SC122 LEGS 8931.1 40.5'RT LED ROMMIEOW/TYPE 3 IW SC122 LTG1 8914616 41.12 RT LED ROAD/170W/fYPE 3 aal► 3. NCR 10L SC122 LTG1 896402.4 39.5'RT LED ROAD/120W/TYPF3 lir L0S SC122 ITW 897423.7 39.5 RT LED ROAD/12OW/TYPE3 Y 105 5C122 LTG1 9E0+44.8 39.8'RT LED ROAD/120W/EYPE3 i ex 499116 LO7 SC122 LTG1 901403 39.5.RT LED ROAD//20W/TYPE3 7 ex I IN6 PX 140112a0T 41f0 LOB SC122 LTG1 903427.6 39.5'RT LED ROAD/120W/TYPE3 • or EX lM SC351 IX 904.I6.2 401'LT LED POAO/120W/EY'PE3 I ex I RI 110 SC122 LTG1 90091.4 39.5.RT LED ROAD/WOW/TYPE 3 N r 1 ' 111 SC374 IX 905466.6 39.5'LT LED ROAD/1YPE3 II IXr 1 INS.EX 24CTa WY DI NO It EX 2' 2 112 10122 LTG1 906.10.3 47.8'AT LED ROAD/120MT/TYPE 3 X2 1 1 914.66.7 39.5'IN LED ROAD/12BW/TIPE3 1 913.46.73 39.5'IN LED ROAD/MN/TMPE 3 16 214 EA? 2 2 2 Lt4 9154869 39.5'RT LED ROAD/18W//TYPE3 N Y 2 I I 917406.8 395'RT LED ROAD/IM//TYPE 3 II 3• 4 2 2 9134259 39.5'RT LED ROAD/1381R/fYPE 3 L4 CAS 3888 NI 91941.5 35b'RT LED ROAD/128W/TIPE3 N r 2 xN 92041.3 39.5'LT LED ROAD/MN/TYPE 3 20 es I 921449 39.5'LT LED ROAD/IONNTYPE 3 GM NM O Y 1 1 922.79.8 39.5.LT LEO ROAD/1NOH/TVPE 3 9 MY 1 INS IX MGT 42BCTYITO 921406.1 39.5'LT LED ROAD/Ii/N/fYPE3 Ai mop Y .AINMir 2XM 925417.1 39.5'LT LED ROAD/EENN/TYPF3 41190 Y 4IIMP "9O 2X66 926.21.2 395'LT LED ROAD/18EW/TYPE3 ▪ WIRE SCHEDULE NOTES: 927321.7 39.9'IT LED ROAD/IAWIITYPF3 (1) EXITING CONDUIT MAY CONTAIN WIRES TO REMAIN.SIZES AND QUANTITIES UNKNOWN. LUMINAIRE SCHEDULE NOTES: (2) ALL CONDUIT CONTAINING WIRE SWILL INCLUDE ASS GROUND WIRE NOT SHOWN IN THE SCHEDULE (3) ALL CONDOR SHALL BE SCHEDULE 40 PVC APART FROM STREET CROSSINGS,WHICH SHALL BE SCHEDULE 80 PVC. 1. ALL POLES/LUMINAIRES SHALL BE ARTERIAL STREET DECOMTNF LUMINANE POLES,INCLUDING;POLE,ARM,FIXTURE, • (4) COORDINATE POWER CONNECTION TO SERVICE WITH PUGET SOUND ENERGY. BASE PLATE AND ANCHOR BOLT DETAILS PER CITY OF RENTON STANDARD PLAN 117.1,DATED S/19/15(NOT CURRENT VERSION-SEE DETAIL SHEET IN APPENDIX IN SPECIAL PROVISIONS).PEDESTRIAN LUMINAIRE AT 14'MOUNTING HEIGHT o IS NOT REQUIRED.ARM LENGTH SHALL BE 10 FT AND MOUNTING HERRHI SHALL BE 35)I71.OURDATION DEPTH SHALL'6E 5.0 FT. SF 2. LUMINAIRE ARM AND MOUNTING BRACKET DETAILS PER CITY OF RENTON STANDARD PLAN 117.3. 3. ALL POLE ARMS SHALL RE ORIENTED PERPENDICULAR TO THE FLOW LINE OF THE ADJACENT CUR& 4. SEE TABLES 1 AND 2,SHEET E9 FOR FOUNDATION INFORMATION. S S. OFFSET SHOWN I TO CENTER OF POLE. C Y 4. zi b; 51:- 9 E 9 EE - YAR 4c SURVEYED: 2p D WALL AVE NE El° DRAWN IN: NEE CITY OF RENTON DRDLn6o� 1141rAMA I CONFORMED SET 69DEPARTMENT P DESGN W: . ParametrIx MADE MSION MAD NO. VA -- DIE9RY: APPROVED IDACONSTRICTION WIRE AND LUMINAIRE SCHEDULES DATE. .11u1R1. 9 3' , 1601 N. RC SHEET 100F10 SHEET ND _22_a e, NUMBER DIVISION0E5WTXW SY AA. DATE .r INA:P01141779041.1L4q .....�..* B1`_ DATE. 7 , CAG-21-206 SCHEDULE 74 UNDERGROUND CONVERSION Project Construction Agreement Project Name: Renton—Duvall Ave Sch74 Project Number: 101120019 THIS Agreement,dated as of this 7th day of September ,2021, is made by and between The City of Renton, a municipal corporation(the"Government Entitle'),and PUGET SOUND ENERGY, Inc.,a Washington Corporation(the"Company"). RECITALS A. The Company is a public service company engaged in the sale and distribution of electric energy, and pursuant to its franchise or other rights from the Government Entity,currently locates its electric distribution facilities within the jurisdictional boundaries of the Government Entity. B. The Government Entity has determined that it is necessary to replace the existing overhead electric distribution system within the area specified in the Project Plan (as defined below)(the "Conversion Area")with a comparable underground electric distribution system,all as more specifically described in the Project Plan(the"Conversion Project"). C. The Government Entity and the Company have previously entered into a Project Design Agreement dated as of 8/912019(the"Design Agreement"), pursuant to which the parties completed certain engineering design,cost assessment,operating rights planning and other preliminary work relating to the Conversion Project and,in connection with that effort, developed the Project Plan. D. The Government Entity and the Company wish to execute this written contract in accordance with Schedule 74 of the Company's Electric Tariff G ("Schedule 74")to govern the completion of the Conversion Project,which both parties intend shall qualify as an underground conversion under the terms of Schedule 74. AGREEMENT The Government Entity and the Company therefore agree as follows: 1. Definitions. (a) Unless specifically defined otherwise herein,all terms defined in Schedule 74 shall have the same meanings when used in this Agreement,including,without limitation,the following: i) Cost of Conversion; ii) Public Thoroughfare; iii) Temporary Service; iv) Trenching and Restoration; v) Underground Distribution System;and vi) Underground Service Lines. (b) "Company-Initiated Upgrade"shall mean any feature of the Underground Distribution System which is required by the Company and is not reasonably required to make the Underground Distribution System comparable to the overhead distribution system being replaced. For purposes of the foregoing,a"comparable"system shall include, unless the Parties otherwise agree,the number of empty ducts(not to exceed two(2),typically having a diameter of 6"or less) Construction Agreement, Attachment"B"to Schedule 74, Page 1 Renton—Duvall Ave Sch74 from NE 7'h Place to Sunset Boulevard J / of such diameter and number as may be specified and agreed upon in the Project Plan necessary to replicate the load-carrying capacity(system amperage class)of the overhead system being replaced. (c) "Estimated Reimbursable Private Conversion Costs"shall mean the Company's good faith estimate of the Reimbursable Private Conversion Costs, as specified in the Project Plan and as changed and adjusted from time to time in accordance with Section 6, below. (d) "Estimated Reimbursable Temporary Service Costs"shall mean the Company's good faith estimate of the Reimbursable Temporary Service Costs, as specified in the Project Plan and as changed and adjusted from time to time in accordance with Section 6, below. (e) "Estimated Reimbursable Upgrade Costs"shall mean the Company's good faith estimate of the Reimbursable Upgrade Costs, as specified in the Project Plan and as changed and adjusted from time to time in accordance with Section 6,below. (f) "Estimated Shared Company Costs"shall mean the Company's good faith estimate of the Shared Company Costs,as specified in the Project Plan and as changed and adjusted from time to time in accordance with Section 6, below. (g) "Estimated Shared Government Costs"shall mean the Government Entity's good faith estimate of the Shared Government Costs, as specified in the Project Plan and as changed and adjusted from time to time in accordance with Section 6, below. (h) "Government-Requested Upgrade"shall mean any feature of the Underground Distribution System which is requested by the Government Entity and is not reasonably required to make the Underground Distribution System comparable to the overhead distribution system being replaced. For purposes of the foregoing, any empty ducts installed at the request of the Government Entity shall be a Government-Requested Upgrade. (i) "Party"shall mean either the Company,the Government Entity,or both. (j) "Private Property Conversion"shall mean that portion,if any, of the Conversion Project for which the existing overhead electric distribution system is located, as of the date determined in accordance with Schedule 74, (i)outside of the Public Thoroughfare, or(ii)pursuant to rights not derived from a franchise previously granted by the Government Entity or pursuant to rights not otherwise previously granted by the Government Entity. (k) "Project Plan"shall mean the project plan developed by the Parties under the Design Agreement and attached hereto as Exhibit A, as the same may be changed and amended from time to time in accordance with Section 6, below. The Project Plan includes,among other things, (i)a detailed description of the Work that is required to be performed by each Party and any third party, (ii)the applicable requirements and specifications for the Work, (iii)a description of the Operating Rights that are required to be obtained by each Party for the Conversion Project(and the requirements and specifications with respect thereto), (iv) an itemization and summary of the Estimated Shared Company Costs, Estimated Shared Government Costs, Estimated Reimbursable Private Conversion Costs (if any), Estimated Reimbursable Temporary Service Costs(if any)and Estimated Reimbursable Upgrade Costs(if any),and (v)the Work Schedule. (I) "Operating Rights"shall mean sufficient space and legal rights for the construction, operation, repair, and maintenance of the Underground Distribution System. (m) "Reimbursable Private Conversion Costs"shall mean (i)all Costs of Conversion, if any, incurred by the Company which are attributable to a Private Property Conversion, less(ii)the distribution pole replacement costs(if any)that would be avoided by the Company on account of such Private Property Conversion,as determined consistent with the applicable Company distribution facilities Construction Agreement,Attachment"B"to Schedule 74, Page 2 Renton—Duvall Ave Sch74 from NE 7th Place to Sunset Boulevard replacement program, plus(iii)just compensation as provided by law for the Company's interests in real property on which such existing overhead distribution system was located prior to conversion; provided that the portion of the Reimbursable Private Conversion Costs attributable to the Costs of Conversion under subparagraph (i)of this paragraph shall not exceed the Estimated Reimbursable Private Conversion Costs without the prior written authorization of the Government Entity. (n) "Reimbursable Temporary Service Costs"shall mean all costs incurred by the Company which are attributable to(i)any facilities installed as part of the Conversion Project to provide Temporary Service,as provided for in Schedule 74, and (ii)the removal of any facilities installed to provide Temporary Service (less salvage value of removed equipment); provided that the Reimbursable Temporary Service Costs shall not exceed the Estimated Reimbursable Temporary Service Costs without the prior written authorization of the Government Entity. (o) "Reimbursable Upgrade Costs"shall mean all Costs of Conversion incurred by the Company which are attributable to any Government-Requested Upgrade; provided that the Reimbursable Upgrade Costs shall not exceed the Estimated Reimbursable Upgrade Costs without the prior written authorization of the Government Entity. (p) "Shared Company Costs"shall mean all Costs of Conversion(other than Reimbursable Upgrade Costs, Reimbursable Private Conversion Costs and Reimbursable Temporary Service Costs) incurred by the Company in connection with the Conversion Project; provided, however,that the Shared Company Costs shall not exceed the Estimated Shared Company Costs without the prior written authorization of the Government Entity. For the avoidance of doubt,the"Shared Company Costs"shall, as and to the extent specified in the Design Agreement, include the actual, reasonable costs to the Company for the"Design Work"performed by the Company under the Design Agreement. (q) "Shared Government Costs"shall mean all Costs of Conversion incurred by the Government Entity in connection with(i)any duct and vault installation Work which the Parties have specified in the Project Plan is to be performed by the Government Entity as part of the Government Work, and(ii)the acquisition of any Operating Rights which the Parties have, by mutual agreement, specified in the Project Plan are to be obtained by the Government Entity for the Conversion Project, but only to the extent attributable to that portion of such Operating Rights which is necessary to accommodate the facilities of the Company; provided, however,that the Shared Government Costs shall not exceed the Estimated Shared Government Costs without the prior written authorization of the Company. (r) "Total Shared Costs"shall mean the sum of the Shared Company Costs and the Shared Government Costs. For the avoidance of doubt, the Total Shared Costs shall not include,without limitation, (i)costs to the Government Entity for Trenching and Restoration,or(ii)costs associated with any joint use of trenches by other utilities as permitted under Section 3(b). (s) "Work"shall mean all work to be performed in connection with the Conversion Project,as more specifically described in the Project Plan, including,without limitation, the Company Work(as defined in Section 2(a), below)and the Government Work(as defined in Section 3(a), below). (t) "Work Schedule"shall mean the schedule specified in the Project Plan which sets forth the milestones for completing the Work,as the same may be changed and amended from time to time in accordance with Section 6, below. 2. Obligations of the Company. (a) Subject to the terms and conditions of this Agreement,the Company shall do the following as specified in, and in accordance with the design and construction specifications and other requirements set forth in,the Project Plan (the"Company Work"): Construction Agreement,Attachment"B"to Schedule 74, Page 3 Renton—Duvall Ave Sch74 from NE 7th Place to Sunset Boulevard i) furnish and install an Underground Distribution System within the Conversion Area (excluding any duct and vault installation or other Work which the Parties have specified in the Project Plan is to be performed by the Government Entity); ii) provide a Company inspector on-site at the times specified in the Work Schedule to inspect the performance of any duct and vault installation Work which the Parties have specified in the Project Plan is to be performed by the Government Entity; and iii) upon connection of those persons or entities to be served by the Underground Distribution System and removal of facilities of any other utilities that are connected to the poles of the overhead system, remove the existing overhead system (including associated wires and Company-owned poles)of 15,000 volts or less within the Conversion Area excJ L for Temporary Services. (b) Upon request of the Government Entity,the Company shall provide periodic reports of the progress of the Company Work identifying (i)the Company Work completed to date, (ii)the Company Work yet to be completed, and (iii) an estimate regarding whether the Conversion Project is on target with respect to the Estimated Shared Company Costs,the Estimated Reimbursable Private Conversion Costs (if any),the Estimated Reimbursable Temporary Service Costs(if any),the Estimated Reimbursable Upgrade Costs(if any)and the Work Schedule. (c) Except as otherwise provided in the Company's Electric Tariff G, the Company shall own,operate and maintain all electrical facilities installed pursuant to this Agreement including,but not limited to,the Underground Distribution System and Underground Service Lines. (d) Subject to the terms and conditions of this Agreement,the Company shall perform all Company Work in accordance with the Project Plan,the Work Schedule and this Agreement. 3. Obligations of the Government Entity. (a) Subject to the terms and conditions of this Agreement,the Government Entity shall do the following as specified in,and in accordance with the design and construction specifications and other requirements set forth in,the Project Plan(the"Government Work"): i) provide the Trenching and Restoration; ii) perform the surveying for alignment and grades for ducts and vaults;and iii) perform any duct and vault installation and other Work which the Parties have specified in the Project Plan is to be performed by the Government Entity. (b) Other utilities may be permitted by the Government Entity to use the trenches provided by the Government Entity for the installation of their facilities so long as such facilities or the installation thereof do not interfere(as determined pursuant to the Company's electrical standards)with the Underground Distribution System or the installation or maintenance thereof. Any such use of the trenches by other utilities shall be done subject to and in accordance with the joint trench design specifications and installation drawings set forth or otherwise identified in the Project Plan, and the Government Entity shall be responsible for the coordination of the design and installation of the facilities of the other utilities to ensure compliance with such specifications and drawings. (c) Upon request of the Company,the Government Entity shall provide periodic reports of the progress of the Government Work identifying(i)the Government Work completed to date, (ii)the Government Work yet to be completed,and (iii)an estimate regarding whether the Conversion Project is on target with respect to the Estimated Shared Government Costs and the Work Schedule. (d) The Government Entity shall be responsible for coordinating all work to be performed in connection with the street improvement program within the Conversion Area. Construction Agreement, Attachment"B"to Schedule 74, Page 4 Renton—Duvall Ave Sch74 from NE 7th Place to Sunset Boulevard (e) Subject to the terms and conditions of this Agreement,the Government Entity shall perform all Government Work in accordance with the Project Plan,the Work Schedule and this Agreement. 4. Work Schedule. (a) The Government Entity and the Company have agreed upon the Work Schedule as set forth in the Project Plan. Changes to the Work Schedule shall be made only in accordance with Section 6, below. (b) Promptly following the execution of this Agreement,and upon completion by the Government Entity of any necessary preliminary work,the Government Entity shall hold a pre-construction meeting involving all participants in the Conversion Project to review project design,coordination requirements,work sequencing and related pre-mobilization requirements. Following the pre- construction meeting, the Government Entity shall give the Company written notice to proceed with the Work at least ten(10)business days prior to the commencement date specified in the Work Schedule. (c) Subject to the terms and conditions of this Agreement, each Party shall perform the Work assigned to it under this Agreement in accordance with the Work Schedule. So long as the Company performs the Company Work in accordance with the Work Schedule,the Company shall not be liable to the Government Entity(or its agents, servants, employees, contractors, subcontractors,or representatives)for any claims, actions, damages,or liability asserted or arising out of delays in the Work Schedule. 5. Location of Facilities. All facilities of the Company installed within the Conversion Area pursuant to this Agreement shall be located,and all related Operating Rights shall be obtained, in the manner set forth in the applicable provisions of Schedule 74, as specified by the Parties in the Project Plan. 6. Changes. (a) Either Party may,at any time, by written notice thereof to the other Party, request changes in the Work within the general scope of this Agreement(a"Request for Change"), including, but not limited to: (i)changes in, substitutions for, additions to or deletions of any Work; (ii)changes in the specifications,drawings and other requirements in the Project Plan, (iii)changes in the Work Schedule, and (iv)changes in the location, alignment,dimensions or design of items included in the Work. No Request for Change shall be effective and binding upon the Parties unless signed by an authorized representative of each Party. (b) If any change included in an approved Request for Change would cause a change in the cost of, or the time required for,the performance of any part of the Work, an equitable adjustment shall be made in the Estimated Shared Company Costs,the Estimated Shared Government Costs,the Estimated Reimbursable Private Conversion Costs(if any),the Estimated Reimbursable Temporary Service Costs(if any),the Estimated Reimbursable Upgrade Costs(if any)and/or the Work Schedule to reflect such change. The Parties shall negotiate in good faith with the objective of agreeing in writing on a mutually acceptable equitable adjustment. If the Parties are unable to agree upon the terms of the equitable adjustment, either Party may submit the matter for resolution pursuant to the dispute resolution provisions in Section 10, below. • (c) The Work Schedule,the Estimated Shared Company Costs,the Estimated Shared Government Costs,the Estimated Reimbursable Private Conversion Costs, the Estimated Reimbursable Temporary Service Costs and/or the Estimated Reimbursable Upgrade Costs shall be further equitably adjusted from time to time to reflect any change in the costs or time required to perform the Work to the extent such change is caused by: (i)any Force Majeure Event under Section 11, below, (ii)the discovery of any condition within the Conversion Area which affects the scope, cost, Construction Agreement,Attachment"B"to Schedule 74, Page 5 Renton—Duvall Ave Sch74 from NE 7th Place to Sunset Boulevard schedule or other aspect of the Work and was not known by or disclosed to the affected Party prior to the date of this Agreement, or(iii)any change or inaccuracy in any assumptions regarding the scope,cost, schedule or other aspect of the Work which are expressly identified by the Parties in the Project Plan. Upon the request of either Party,the Parties will negotiate in good faith with the objective of agreeing in writing on a mutually acceptable equitable adjustment. If, at any time thereafter,the Parties are unable to agree upon the terms of the equitable adjustment,either Party may submit the matter for resolution pursuant to the dispute resolution provisions in Section 10, below. (d) Notwithstanding any dispute or delay in reaching agreement or arriving at a mutually acceptable equitable adjustment, each Party shall, if requested by the other Party, proceed with the Work in accordance with any approved Request for Change. Any request to proceed hereunder must be accompanied by a written statement setting forth the requesting Party's reasons for rejecting the proposed equitable adjustment of the other Party. 7. Compensation and Payment. (a) Subject to and in accordance with the terms and conditions of this Agreement(including,without limitation,the payment procedures set forth in this Section 7), payment in connection with the Conversion Project and this Agreement shall be as follows: i) The Total Shared Costs shall be allocated to the Parties in the following percentages: (A)sixty percent(60%)to the Company,and (B)forty percent(40%)to the Government Entity. ii) The Government Entity shall pay one hundred percent(100%)of all Reimbursable Private Conversion Costs, if any. iii) The Government Entity shall pay one hundred percent(100%)of all Reimbursable Upgrade Costs, if any. iv) The Government Entity shall pay one hundred percent(100%)of all Reimbursable Temporary Service Costs, if any. v) The Government Entity shall pay one hundred percent(100%)of the costs it incurs to perform that portion of the Government Work specified in Section 3(a)(i)and (ii)(i.e., Trenching and Restoration and surveying). vi) The Company shall pay one hundred percent(100%)of the costs it incurs to design, provide and construct any Company-Initiated Upgrade. vii) The Company shall pay one hundred percent(100%)of the costs it incurs to obtain Operating Rights outside the Public Thoroughfare. (b) Based on the allocation of responsibilities set forth in Section 7(a),above,the Parties shall determine the net amount payable by the Government Entity or the Company, as applicable,to the other Party under this Agreement(the"Net Amount"). The Net Amount shall be determined by using the amount of the Total Shared Costs allocated to the Government Entity under Section 7(a)(i),and adjusting such amount as follows: i) Subtracting(as a credit to the Government Entity)the amount of the Shared Government Costs. ii) Adding (as a credit to the Company)the amount of all Reimbursable Private Conversion Costs, Reimbursable Upgrade Costs and Reimbursable Temporary Service Costs. iii) Subtracting (as a credit to the Government Entity)any payments previously made to the Company by the Government Entity under the Design Agreement which, under the terms of the Design Agreement,are to be credited to the Government Entity under this Agreement. The Net Amount,as so calculated, (A)will be an amount payable to the Company if it is a positive number,and (B)shall be an amount payable to the Government Entity if it is a negative number. Construction Agreement,Attachment"B"to Schedule 74, Page 6 Renton—Duvall Ave Sch74 from NE 7th Place to Sunset Boulevard (c) Within sixty(60)business days of completion of the Conversion Project,the Government Entity shall provide the Company with an itemization of the Shared Government Costs(the"Government Itemization"),together with such documentation and information as the Company may reasonably request to verify the Government Itemization. The Government Itemization shall, at a minimum, break down the Shared Government Costs by the following categories,as applicable: (i)property and related costs incurred and/or paid by the Government Entity, including any costs of obtaining Operating Rights,and (ii)construction costs incurred and/or paid by the Government Entity, including and listing separately inspection, labor, materials and equipment,overhead and all costs charged by any agent,contractor or subcontractor of the Government Entity. (d) Within thirty(30)business days after the Company's receipt of the Government Itemization and requested documentation and information,the Company shall provide the Government Entity a written statement(the"Company Statement")showing(i)an itemization of the Shared Company Costs, (ii)the Parties' relative share of the Total Shared Costs based on the Company's itemization of the Shared Company Costs and the Government Entity's itemization of the Shared Government Costs set forth in the Government Itemization, (iii)any Reimbursable Private Conversion Costs, (iv)any Reimbursable Upgrade Costs, (v)any Reimbursable Temporary Service Costs, (vi)any credits to the Government Entity for payments previously made to the Company by the Government Entity under the Design Agreement which,under the terms of the Design Agreement, are to be credited to the Government Entity under this Agreement, and (vii)the Net Amount,as determined in accordance with Section 7(b), above,together with such documentation and information as the Government Entity may reasonably request to verify the Company Statement. The itemization of the Shared Company Costs included in the Company Statement shall,at a minimum, break down the Shared Company Costs by the following categories, as applicable: (i)design and engineering costs,and (ii)construction costs,including and listing separately inspection, labor, materials and equipment, overhead and all costs charged by any agent, contractor or subcontractor of the Company. (e) Within thirty(30)business days after the Government Entity's receipt of the Company Statement and requested documentation and information,the Net Amount shall be paid by the owing Party to the other Party, as specified in the Company Statement. 8. Indemnification. (a) The Government Entity releases and shall defend, indemnify and hold the Company harmless from all claims, losses, harm,liabilities,damages,costs and expenses(including, but not limited to, reasonable attorneys'fees)caused by or arising out of any negligent act or omission or willful misconduct of the Government Entity in its performance under this Agreement. During the performance of such activities the Government Entity's employees or contractors shall at all times remain employees or contractors, respectively,of the Government Entity. (b) The Company releases and shall defend, indemnify and hold the Government Entity harmless from all claims, losses, harm, liabilities, damages, costs and expenses(including, but not limited to, reasonable attorneys'fees)caused by or arising out of any negligent act or omission or willful misconduct of the Company in its performance under this Agreement. During the performance of such activities the Company's employees or contractors shall at all times remain employees or contractors, respectively, of the Company. (c) Solely for purposes of enforcing the indemnification obligations of a Party under this Section 8, each Party expressly waives its immunity under Title 51 of the Revised Code of Washington, the Industrial Insurance Act,and agrees that the obligation to indemnify, defend and hold harmless provided for in this Section 8 extends to any such claim brought against the indemnified Party by or on behalf of any employee of the indemnifying Party. The foregoing waiver shall not in any way preclude the indemnifying Party from raising such immunity as a defense against any claim brought against the indemnifying Party by any of its employees. Construction Agreement,Attachment"B"to Schedule 74, Page 7 Renton—Duvall Ave Sch74 from NE 7th Place to Sunset Boulevard i f 9. Conversion of Service to Customers within Conversion Area. (a) Upon commencement of the Work,the Government Entity shall notify all persons and entities within the Conversion Area that service lines to such customers must be converted from overhead to underground service within the applicable statutory period following written notice from the Government Entity that service from underground facilities are available in accordance with RCW 35.96.050. Upon the request of any customer,other than a single family residential customer, within the Conversion Area,the Company shall remove the overhead system and connect such persons'and entities'Underground Service Lines to the Underground Distribution System. (b) The Parties acknowledge that single family residences within the Conversion Area must(i) provide a service trench and conduit, in accordance with the Company's specifications,from the underground meter base to the point of service provided during the conversion,and (ii)pay for the secondary service conductors as defined In Schedule 85 of the Company's Electric Tariff G. The Government Entity shall exercise its authority to order disconnection and removal of overhead facilities with respect to owners failing to convert service lines from overhead to underground within the timelines provided in RCW 35.96.050. 10. Dispute Resolution. (a) Any dispute, disagreement or claim arising out of or concerning this Agreement must first be presented to and considered by the Parties. A Party who wishes dispute resolution shall notify the other Party in writing as to the nature of the dispute. Each Party shall appoint a representative who shall be responsible for representing the Party's interests. The representatives shall exercise good faith efforts to resolve the dispute. Any dispute that is not resolved within ten(10)business days of the date the disagreement was first raised by written notice shall be referred by the Parties' representatives in writing to the senior management of the Parties for resolution. In the event the senior management are unable to resolve the dispute within twenty(20)business days (or such other period as the Parties may agree upon),each Party may pursue resolution of the dispute through other legal means consistent with the terms of this Agreement. All negotiations pursuant to these procedures for the resolution of disputes shall be confidential and shall be treated as compromise and settlement negotiations for purposes of the state and federal rules of evidence. (b) Any claim or dispute arising hereunder which relates to any Request for Change or any equitable adjustment under Section 6, above,or the compensation payable by or to either Party under Section 7, above,and which is not resolved by senior management within the time permitted under Section 10(a), above,shall be resolved by arbitration in Seattle,Washington, under the Construction Industry Arbitration Rules of the American Arbitration Association then in effect. The decision(s)of the arbitrator(s)shall be final, conclusive and binding upon the Parties. All other disputes shall be resolved by litigation in any court or governmental agency,as applicable, having jurisdiction over the Parties and the dispute. (c) In connection with any arbitration under this Section 10, costs of the arbitrator(s), hearing rooms and other common costs shall be divided equally among the Parties. Each Party shall bear the cost and expense of preparing and presenting its own case(including, but not limited to, its own attorneys'fees); provided,that, in any arbitration,the arbitrator(s)may require, as part of his or her decision, reimbursement of all or a portion of the prevailing Party's costs and expenses (including, but not limited to, reasonable attorneys'fees)by the other Party. (d) Unless otherwise agreed by the Parties in writing, the Parties shall continue to perform their respective obligations under this Agreement during the pendency of any dispute. Construction Agreement,Attachment"B"to Schedule 74, Page 8 Renton—Duvall Ave Sch74 from NE 7th Place to Sunset Boulevard 11. Uncontrollable Forces. In the event that either Party is prevented or delayed in the performance of any of its obligations under this Agreement by reason beyond its reasonable control (a"Force Majeure Event"),then that Party's performance shall be excused during the Force Majeure Event. Force Majeure Events shall include, without limitation,war; civil disturbance;flood, earthquake or other Act of God; storm, earthquake or other condition which necessitates the mobilization of the personnel of a Party or its contractors to restore utility service to customers; laws, regulations, rules or orders of any governmental agency; sabotage;strikes or similar labor disputes involving personnel of a Party, its contractors or a third party;or any failure or delay in the performance by the other Party, or a third party who is not an employee, agent or contractor of the Party claiming a Force Majeure Event, in connection with the Work or this Agreement. Upon removal or termination of the Force Majeure Event,the Party claiming a Force Majeure Event shall promptly perform the affected obligations in an orderly and expedited manner under this Agreement or procure a substitute for such obligation. The Parties shall use all commercially reasonable efforts to eliminate or minimize any delay caused by a Force Majeure Event. 12. Insurance. (a) PSE shall, and shall require each of its contractors to, secure and maintain in force throughout the duration of the Conversion Project(or, if sooner, until termination of this Agreement) comprehensive general liability insurances,with a minimum coverage of$1,000,000.per occurrence and $1,000,000 aggregate for personal injury; and $1,000,000 per occurrence/ aggregate for property damages, and professional liability insurance in the amount of$1,000,000. (b) The Government Entity shall ensure that each of its contractors performing any Government Work secures and maintains in force throughout the duration of the Conversion Project(or, if sooner, until termination of this Agreement)insurance policies having the same coverage, amounts and limits as specified Section 12(a), above. (c) In lieu of the insurance requirements set forth in Section 12(a), above,the Company may self- insure against such risks in such amounts as are consistent with good utility practice. Upon the Government Entity's request,the Company shall provide the Government Entity with reasonable written evidence that the Company is maintaining such self-insurance. 13. Other. (a) Agreement Subiect To Tariff. This Agreement is subject to the General Rules and Provisions set forth in Tariff Schedule 80 of the Company's electrical Tariff G and to Schedule 74 of such Tariff as approved by the Washington Utilities and Transportation Commission and in effect as of the date of this Agreement. (b) Termination. The Government Entity reserves the right to terminate the Conversion Project and this Agreement upon written notice to the Company. In the event that the Government Entity terminates the Conversion Project and this Agreement,the Government Entity shall reimburse the Company for all costs reasonably incurred by the Company in connection with the Work performed prior to the effective date of termination. In such event,the costs reimbursable to the Company(i)shall not be reduced by any Shared Government Costs or other costs incurred by the Government Entity, and (ii)shall be paid within thirty(30)days after the receipt of the Company's invoice therefor. Sections 1, 5,7,8, 9, 10, 11 and 13 shall survive any termination of the Conversion Project and/or this Agreement. (c) Facilities Greater Than 15,000 Volts. Nothing in this Agreement shall in any way affect the rights or obligations of the Company under any previous agreements pertaining to the existing or future facilities of greater than 15,000 Volts within the Conversion Area. Construction Agreement,Attachment"B"to Schedule 74, Page 9 Renton—Duvall Ave Sch74 from NE 7th Place to Sunset Boulevard (d) Compliance With Law. The Parties shall, in performing the Work under this Agreement, comply with all applicable federal,state, and local laws, ordinances, and regulations. (e) No Discrimination. The Company,with regard to the Work performed by the Company under this Agreement, shall comply with all applicable laws relating to discrimination on the basis race,color, national origin, religion, creed,age,sex, or the presence of any physical or sensory handicap in the selection and retention of employees or procurement of materials or supplies. (f) Independent Contractor. The Company and the Government Entity agree that the Company is an independent contractor with respect to the Work and this Agreement. The Company is acting to preserve and protect its facilities and is not acting for the Government Entity in performing the Work. Nothing in this Agreement shall be considered to create the relationship of employer and employee between the Parties. Neither the Company nor any employee of the Company shall be entitled to any benefits accorded employees of the Government Entity by virtue of the Work or this Agreement. The Government Entity shall not be responsible for withholding or otherwise deducting federal income tax or social security or contributing to the State Industrial Insurance Program,or otherwise assuming the duties of an employer with respect to the Company,or any employee of the Company. (g) Nonwaiver of Rights or Remedies. No failure or delay of either Party to insist upon or enforce strict performance by the other Party of any provision of this Agreement or to exercise any other right under this Agreement, and no course of dealing or performance with respect thereto,shall, except to the extent provided in this Agreement, be construed as a waiver or,or choice of, or relinquishment of any right under any provision of this Agreement or any right at law or equity not otherwise provided for herein. The express waiver by either Party of any right or remedy under this Agreement or at law or equity in a particular instance or circumstance shall not constitute a waiver thereof in any other instance or circumstance. (h) No Third Party Beneficiaries. There are no third-party beneficiaries of this Agreement. Nothing contained in this Agreement is intended to confer any right or interest on anyone other than the Parties, their respective successors,assigns and legal representatives. (i) Governmental Authority. This Agreement is subject to the rules, regulations,orders and other requirements, now or hereafter in effect, of all governmental regulatory authorities and courts having jurisdiction over this Agreement,the Parties or either of them. All laws,ordinances, rules, regulations,orders and other requirements, now or hereafter In effect, of governmental regulatory authorities and courts that are required to be incorporated into agreements of this character are by this reference incorporated in this Agreement. (j) No Partnership. This Agreement shall not be interpreted or construed to create an association, joint venture or partnership between the Parties or to impose any partnership obligations or liability upon either Party. Further, neither Party shall have any right, power or authority to enter into any agreement or undertaking for or on behalf of,to act as or be an agent or representative of, or to otherwise bind the other Party. (k) Severability. In the event that any provision of this Agreement or the application of any such provision shall be held invalid as to either Party or any circumstance by any court having jurisdiction,such provision shall remain in force and effect to the maximum extent provided by law,and all other provisions of this Agreement and their application shall not be affected thereby but shall remain in force and effect unless a court or arbitrator holds they are not severable from the invalid provisions. , Construction Agreement,Attachment"B"to Schedule 74, Page 10 Renton—Duvall Ave Sch74 from NE 7th Place to Sunset Boulevard (I) Notice. Any notice under this Agreement shall be in writing and shall be faxed (with a copy followed by mail or hand delivery), delivered in person, or mailed, properly addressed and stamped with the required postage, to the intended recipient as follows. If to the Government Entity City of Renton 1055 South Grady Way Renton, WA 98057 Attn: Flora Lee Phone 425-430-7303 If to the Company Puget Sound Energy. Inc 6905 S. 228th Street Kent, WA 98032 Attn: Gary Bradley Phone: 253-234-6302 Any Party may change its address specified in this Section 13(1) by giving the other Party notice of such change in accordance with this Section 13(1) (m)Applicable Law. This Agreement shall in all respects be interpreted, construed and enforced in accordance with the laws of the State of Washington (without reference to rules governing conflict of laws). except to the extent such laws may be preempted by the laws of the United States of America. (n) Entire Agreement This Agreement constitutes the entire agreement of the Parties with respect to the subject matter hereof and all other agreements and understandings of the Parties, whether written or oral, with respect to the subject matter of this Agreement are hereby superseded in their entireties; provided, however. that except as expressly set forth in this Agreement, nothing herein is intended to or shall alter, amend or supersede the Design Agreement and the same shall remain in full force and effect in accordance with its terms. (o) Successors and Assigns. This Agreement shall be binding upon and inure to the benefit of the respective successors, assigns, purchasers, and transferees of the Parties, including but not limited to, any entity to which the rights or obligations of a Party are assigned delegated, or transferred in any corporate reorganization, change of organization, or purchase or transfer of assets by or to another corporation, partnership, association, or other business organization or division thereof Government Entity- Company: City of Renton PUGET SOUND ENERGY. INC BY BY f �� Armondo Pavone. Mayor 8/25/2021 ITS Supervisor of Public Improvement yttN To ATTEST =� " "" " ; Date Signed 9/7/2021 Jason A. Seth. City Clerk o' � Approved as to form + = r r w Approved by Cheryl Beyer via 8/9/2021 email y Construction Agreement. Attacnrnent 'B"to Scnedule 74. Page 11 Renton- Duvall Ave Sch74 from NE 7'" Place to Sunset Boulevard tc,tr FACILITY CONVERSION/MODIFICATION BILLING DETAIL Ut1ND -NERC:v Sc_ of Wont To: (ih of Roth,. The City of Renton requests PSE to convert OHfUG Sch74 on Dwoll Ave NE.tom NE 7th Place to Sunset Blvd The associated with the 1055 South Grad.N ev portions of this projec ore 40%reimbursable to PSI W.W.I.V1%9N057 Alta Plors Ire Project Description:Soh 74 OHAJG conversion Location:Duvall Ave NE.from NE 7th Place to Sunset BNd PSE Project Manager Gary Bradley 253-234 6302 Activityl PSE Design Cost PSE Construction Cost Estimate Customer Installed Duct and Vault Change Orders PSE Order P. 101 120019 101120019 ;_OO I0 City Coat Share 40% City Cost Shen 40% PSE Cast Share 60% PSE Materials s34,5.14 xi PSE Construction labor s tq.5e4xe . II oat W.CattMllaaun uric, PSE Project Management sIv rc5n S15.62040 ME teritwea, vtet PSE Inspection s nt,sut on PSI Overheads Si sst'• S es,i .,, Federal Income Tao s I xuv.,, sIt are... Total Actual Costs: L--.. f su woo t_ ••.u..,v 1 I ,n nt TOTAL PROJECT VALUE: S372.305.20 Date, 12/314018 City of Renton Obligation Incl/CO's: 5124,166.08 City,of Renton Credit for D+V: i r s sty Of Renton Invoice/Credfl Amount: 50.032.08 Pu0e1 Sttn0 Energy inc PO ear 90888 BBnen e.WA 98009-0068 i PSE PUGET SOUND ENERGY The Energy To Do Great Things Exhibit "A" Project Plan Schedule 74 Underground Conversion City of Renton —Duvall Ave NE Schedule 74 Conversion PSE Project Number: 101120019 August 5, 2021 Pursuant to Puget Sound Energy("PSE")Rate Schedule 74 and as described in this Project Plan, PSE will convert its existing overhead electrical distribution system of 15,000 volts or less to an equivalent Underground Distribution System. This Project Plan describes the scope of construction work(the"Construction Work")to be performed by PSE and the City of SeaTac (the"City") for the conversion of certain PSE electrical distribution system facilities as described herein(the"Conversion Project"). Construction of this Conversion Project is contingent upon and shall commence only after both written acceptance of this Project Plan and written execution of a Schedule 74 Construction Agreement by the City and PSE. This Project Plan includes and consists of: • Description of the Construction Work to be performed • Construction Drawings, Standards, Specifications and Requirements for the Construction Work(attached) • Operating Rights to be obtained for the Conversion Project are depicted in the attached PSE design. • Construction Work Schedule • Construction Costs Estimate Summary(attached) Revisions to this Project Plan must be mutually approved by the City and PSE. Construction Work • This Conversion Project will replace PSE's existing overhead electrical distribution system with an Underground Distribution System within the following area(the"Conversion Area"): Duval Ave NE between NE 7th PI and NE 12th St. the Conversion Project is approximately(1,095') feet in length, including laterals and road crossings. The Conversion Project includes modification or replacement of all existing services lines within the Conversion Area to connect to the Underground Distribution System and removal of PSE's existing overhead electric distribution facilities (including PSE distribution poles and pole mounted street lights) from the Conversion Area. City of Renton Duvall Ave NE Schedule 74 Underground Conversion Page 1 Work Order 10I 120019 There are no Company Initiated Upgrades, Government Entity Requested Upgrades or Temporary Service elements included in the Conversion Project Scope of Work. In conjunction with this Conversion Project, PSE will remove its existing street lighting system from the Conversion Area. Provision of a replacement street lighting system within the Conversion Area is not included in this Project Plan. Replacement street lighting service can be provided by separate arrangement in accordance with applicable PSE Tariff Schedules. Responsibilities of Parties City Responsibilities a) At least ten(10)business days prior to the scheduled commencement of Construction Work, hold a pre-construction meeting involving all participants in the Conversion Project to review project design,coordination requirements,work sequencing and related premobilization requirements. b) At least fifteen (15)business days prior to the scheduled commencement of Construction Work, give PSE written notice to proceed with the Construction Work to allow for delivery of PSE materials to the job site and scheduling of PSE's on-site Inspector. c) Provide written notice to customers within the Conversion Area in advance of Conversion Project Construction Work start. The notice will include contact information for both the City and PSE,the expected Conversion Project schedule,anticipation of service interruptions and work required to be performed by customers. d) Coordinate other utility conversion,removal and relocation from PSE's poles. e) Provide all surveying for equipment placement, locations, and establish all grade elevations for the Underground Distribution System within the Conversion Area. f) Provide all necessary excavation,bedding, backfill,off-site disposal, site restoration and coordination for installation of the Underground Distribution System. This includes trenching,backfill, and restoration for cut-over and transfer of existing underground system and service lines from the existing overhead distribution system to the new Underground Distribution System. g) Coordinate private property trenching, excavation and restoration activity with private property owners affected by this Conversion Project. h) Provide flagging and traffic control as required for all work performed by the City. i) Install and proof all ducts and vaults for the Underground Distribution System(excluding work in ducts or vaults containing energized cables or equipment—see PSE Responsibilities) in accordance with PSE standards and specifications using ducts and vaults provided by PSE. "Proofing"as used herein is defined as verification using a mandrel that the duct and vault system is free and clear of damage, installed to the proper grade and at the proper location and contains a pulling line. j) Provide at least fifteen(15)business days' notice for scheduled delivery of PSE vaults by PSE's vault supplier. City of Renton Duvall Ave NE Schedule 74 Underground Conversion Page 2 Work Order 101120019 k) City's contractor to provide secure staging and storage area(s)for duct and vault materials provided by PSE. The City shall be responsible for the security and condition of these materials until they are installed and accepted by PSE or returned to PSE's custody. All PSE materials required for the installation of duct and vault will be delivered in one effort to the City's designated staging area in one effort. Material delivery will not be broken up into multiple efforts or phases. 1) Provide labor and equipment for the off-loading of PSE duct and vault materials delivered to the job site. m) Promptly following notice from PSE that the Underground Distribution System has been energized,provide notice to customers within the Conversion Area informing them of their obligation and responsibility to convert their overhead service lines to underground service lines as provided by state law or to modify existing underground service lines for connection to the Underground Distribution System. Affected service lines are listed in the Service Lines section of this Project Plan. n) Facilitate weekly(or as otherwise agreed by the City and PSE) construction coordination meetings to include all relevant parties participating in the conversion including PSE and it's contractor(s),the City and it's contractor(s),and other utilities. o) Modify, reroute or replace service lines to City owned facilities to connect to the Underground Distribution System. p) Following notification from PSE that Construction Work is complete,provide to PSE any Shared Government Costs as provided for in the Construction Agreement. Puget Sound Energy Responsibilities • a) Provide all duct and vault materials, cables, electrical equipment and components necessary for installation of the Underground Distribution System including certifications of materials origins(COMOs) as may be required for products that must meet applicable provisions of the Buy America Act as administered by the Federal Highways Administration(FHWA) and/or the Federal Transit Administration(FTA). b) Following notice from the City, deliver or cause to be delivered all duct and vault materials to the designated staging/storage area(s). Acknowledge delivered quantities and condition of duct and vault materials by signing shipping manifests. c) Following notice from the City,provide inspection services needed for overseeing the proper installation of ducts and vaults by the City. d) Accept delivery of the completed duct and vault system once the new system has been proofed(as described above)by the City. PSE will provide a mandrel to the City to be used in proofing of the duct and vault system. e) Provide PSE electrical workers to complete duct installation and proofing when such work is performed at or in any energized vault containing energized cables or equipment. f) Install (except for ducts and vaults installed by the City)and energize the Underground Distribution System. Provide written notice to the City when the Underground Distribution System is energized. City of Renton Duvall Ave NE Schedule 74 Underground Conversion Page 3 Work Order 101120019 g) Perform cut-over and transfer of existing Underground Distribution System and existing underground service lines from the overhead distribution system to the new Underground Distribution System where applicable(see City Responsibility item"f'concerning trenching responsibility). PSE will notify the City for excavation and the affected customers at least two(2)business days prior to installation,transfer, and connection of underground service lines. Affected service lines are listed in the Service Lines section of this Project Plan. h) Install and connect replacement underground service lines to single family residences and connect modified and replacement non-residential underground service lines provided by customers within the Conversion Area pursuant to PSE Tariff Schedule 85. Affected service lines are listed in the Service Lines section of this Project Plan. i) Remove the existing overhead electric distribution system including, conductors, equipment, down guys,anchors and poles after all service lines to customers within the Conversion Area are connected to the Underground Distribution System and all other utilities have been removed from PSE's poles. Holes left following removal of poles will be filled with crushed rock and compacted in accordance with applicable City standards or specifications. j) Provide flagging and traffic control as required for all work performed by PSE(except as may otherwise be reasonably provided by the City during installation of ducts and vaults in conjunction with City performed trenching, excavation,back-fill and restoration). k) Attend weekly(or as otherwise agreed by the City and PSE)construction coordination meetings facilitated by the City and its contractor during periods of Conversion Project construction. The Underground Distribution System will be located within existing Public Thoroughfare. No additional operating rights have been identified as being needed for this Conversion Project. Construction Work Schedule The Construction Work will be performed in accordance with the following Work Schedule, unless this schedule is revised by mutual agreement of the City and PSE or circumstances beyond the reasonable control of the City and/or PSE preclude such performance. Installation of ducts and vaults: Duct and Vault schedule will begin around summer of 2021. PSE inspector will be scheduled based on the assumption of the city's contractor producing an average of 40(forty)trench feet per day. An anticipated 1,095' for trench at 40 feet per day a PSE inspector will be required for 211 hours or 27 working days. Additional inspection time will require a change order. Installation and energization of the Underground Distribution System: is estimated to begin fall of 2021. PSE anticipates 138 hours or(17 working days)to pull in new underground conductor and energize the new underground system. Removal of overhead facilities and poles: is estimated to begin(once all utilities have been removed from PSE poles.)and is anticipated to be(6 working days)of construction. Work Schedule Restrictions: (Work retractions will be provided to PSE in the City Right.of Way permit).No restrictions are anticipated at the time of quoting PSE's work City of Renton Duvall Ave NE Schedule 74 Underground Conversion Page 4 Work Order I01120019 Construction Cost Estimate The estimated costs to perform the Construction Work and the allocation of costs between the parties are presented in the attached Construction Costs Estimate Summary. These estimated costs are valid for ninety(90)days from the date shown on the attached Construction Costs Estimate Summary. If this Project Plan and a Schedule 74 Construction Agreement are not fully executed within ninety(90)days from this date,the estimated costs shall be subject to revision. The scope of work provided for in the previously executed Design Agreement has been completed with written acceptance of this Project Plan by the City and PSE. The Construction Cost Estimate reflects and provides for Construction Work costs commencing with PSE attendance at the required pre-construction meeting and receipt of the City's written notice to proceed with Construction Work. Work performed and/or costs incurred by PSE in response to City request following acceptance of the Project Plan and prior to the pre-construction meeting are not included in the Construction Cost Estimate, and shall be subject to addition to the Construction Cost Estimate by revision as described below. Estimated Inspection and Service Provider Outside Services costs are based on 2021 contract rates. Costs for Construction Work performed by PSE in 2022 shall be subject to revision to reflect PSE Service Provider contract rates which become effective after this date. Changes in Construction Work scope,performance and/or schedule can result in actual Construction Costs that differ from estimated costs shown in the Construction Cost Estimate Summary. In the event performance of the Construction Work cannot or does not proceed substantially as provided in this Project Plan, such changes shall promptly be brought to the attention of PSE and the City when anticipated or known and shall be documented in a revision to the Construction Cost Estimate (a"Cost Estimate Revision") mutually agreed and executed by the City and PSE. Project Assumptions The project design, construction plans and cost estimates are based on and reflect the following assumptions. Construction conditions that are not consistent with these assumptions may result in a request for change or an equitable adjustment to project compensation under Section 6 of the Construction Agreement and addressed by a Cost Estimate Revision. Cost Assumptions 1. The Construction Work will be performed in accordance with the Construction Drawings and Construction Work Schedule. 2. PSE's Project Manager will accept or reject(with written justification) the duct and vault installation work performed by the City within five(5)business days' notice of completion City of Renton Duvall Ave NE Schedule 74 Underground Conversion Page 5 Work Order 101120019 from the City. In the event PSE rejects any of the ducts or vaults(with reasonable written justification),the City will perform the necessary remedial work. The City will then re- notify PSE and PSE shall have five (5)business days to accept or reject the remedial work. 3. All PSE cables can be pulled through the ducts and vaults system, including existing ducts and vaults if applicable,to be used for the Conversion Project utilizing normal cable pulling equipment and methods. 4. A City Street Use permit is the only permit necessary for PSE to perform its work for this Conversion Project and will be issued within two(2)weeks of PSE submitting a complete permit application(including any supporting documentation reasonably required by the City). There will be no charge for the permit or inspection fees. 5. The estimated daily productivity rate for PSE duct and vault installation is based on the City's contractor opening a minimum of(60) feet of trench per working day. The daily productivity rate is used to estimate the number of days a PSE Inspector will be required during installation of ducts &vaults. The Inspector will be scheduled in full day increments and in one continuous effort. Changes to a continuous schedule require a minimum of five days advance notice and must be mutually agreed between the City and PSE. 6. Attendance by the PSE Project Manager at scheduled weekly construction coordination meetings is included and reflected in the Construction Cost Estimate during periods when the PSE ducts and vaults are actively being installed and when the PSE line crew is performing installation, energization, cut-over and removal work. Attendance at additional meetings that may be requested/required during other periods will be addressed by a Cost Estimate Revision. 7. Traffic control provided by PSE assumes the use of two flaggers,basic signage and simple channelization. Additional traffic control measures are not included and if requested/required will be addressed by a Cost Estimate Revision. 8. Work to be performed by PSE does not include installation and/or removal of Temporary Service facilities at the request of others during construction. 9. Cut-over and transfer work will be completed during regular working hours except as described in Schedule Assumption#3 below. Changes in the performance of this work will be addressed by a Cost Estimate Revision. 10.New guy anchors shall be installed prior to installation of new ducts in the same area. 11. When Fluidized Thermal Backfill(FTB) is used, associated cost will be allocated 100%to PSE when required for a Company Initiated Upgrade and otherwise 100%to the City. 12. Installation of protective bollards may be necessary at some locations and may not be included in the project design. In the event unplanned bollards are required, associated costs will be a Shared Cost and addressed by a Cost Estimate Revision. Schedule 1. There will be a total of two (2) PSE crew mobilizations as follows: i) one mobilization of an underground line crew for installation of underground conductors and equipment; and ii)one mobilization of an overhead line crew for removal of the existing overhead facilities. Once City of Renton Duvall Ave NE Schedule 74 Underground Conversion Page 6 Work Order 101 120019 mobilized PSE crews will have.continuous productive work until all PSE Construction Work is complete. 2. All PSE Construction Work will be performed during regular working hours excluding holidays. In the event that lane closures are necessary for performance of work, PSE shall be limited to working between the hours of. PSE and the City will mutually agree to weekly work schedules for the Construction Work. PSE shall be allowed to perform PSE work as scheduled without changes or interruptions caused by other construction activities. 3. PSE customers within the Conversion Area will experience interruption of electric service during performance of the Construction Work when cutting over and transferring system and customer loads from the overhead distribution system to the Underground Distribution System. Cut-over and transfer work will be performed during the regular working hours specified in Schedule Assumption#2 above except as otherwise provided below. PSE will notify customers at least two (2)business days in advance of scheduled service interruptions. Additional Considerations Service Lines Service lines within the Conversion Area must be modified or replaced to provide underground service from the Underground Distribution System as described in Construction Drawings. Performance of the work and associated costs shall be governed by PSE Tariff Schedule 85. New Service Connection of new or increased load for City facilities(such as new traffic signals)under terms of PSE Tariff Schedule 85 will be addressed on a separate work order and work sketch. Additional costs may apply and will be quoted separately. PSE Design & Construction Standards This Conversion Project has been designed and will be constructed in accordance with PSE design and construction standards in effect as of the date of this Project Plan. PSE standards applicable to Construction Work to be performed by the City have been provided to the City in PSE's"Electric Distribution Trench/Duct/Vault Construction Standards, 2013". All relevant PSE standard described above are attached to this Project Plan by this reference. Temporary Support(Holding) of PSE Poles Whenever any pole(s)are required to be temporarily supported (held) due to excavation in proximity to such poles,the City will coordinate with PSE to provide such support. The need to temporarily support such poles shall be determined by PSE, and if required, such support shall be provided by PSE. As used herein,"temporary support"means supporting one or more poles for a continuous working period of ten hours or less. City of Renton Duvall Ave NE Schedule 74 Underground Conversion Page 7 Work Order 101120019 Adjusting Energized Vaults to Final Grade. iIfPSE is required to adjust(neWly installed)andenergized vault lids,to final grade PSE Will ,stibitiit a change order to the City for labor and materials required for finial adjustMent.This change order will be 1006/0:City Cost Any",e0ting7, energized vault's that require final grade adjustments wilt be,performed by PSE at 1,00()%0 PSE cdst. . . Acceptance.of Project Plan The City and PSE mutually agree to and accept this'Project Man as of the date indicated below: Fot the City: For PSE:; By: Its: ArmondO Pairene,Mayor Its: ,Jason Airey, Supervisor of Public,Improvement Date: 8/25/2021 ) Date: 9/712021 • City of Renton Duvall Ave NE Sehedule,74 Undergruund.Cunyersitni Page.8 Wi'at Order 10:1120019 ---101120019 I 31 07_69 ll IA ""1, 111 117:177 _ I Mid .1'. 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CONSULTING ENGINEERS FAX COVER SHEET DATE: 7i2 TO: PC6s'Yr101-es FAX NO: Local: ( ) or Long Distance: 1-( 69 51 ) ?p (&j Q i' FROM: 2 Telephone No: (206)284-0860 Fax No: (206)283-3206 We are transmitting pages,including this cover sheet. If you do not receive all of the pages, please call us as soon as possible. Also sent original document via U.S.Mail this date: ❑ Also sent original document via U.P.S.this date: ❑ Also sent original document via Federal Express this date: ❑ Client: CA h1 0 Punt7/v`, G&O No: Z Project: o U Val 1 ) V eA lO d, 1 emi 5-ru(i --hG1ti MESSAGES/COMMENTS: Ve/zzi C IC)-5 The information contained in this facsimile is intended for the use of the addressee only. If you have received this facsimile in error,please notify the sender by telephone;this communication should not be copied or distributed and the original should be destroyed. Thank you. 1130 Rainier Ave.S.,Suite 300 Seattle,Washington 98144 (206)284-0860 Fax:(206)283-3206 Fax Cover Sheet REED N 2207Inter Ave.,Ste. Puyallup,WAA 98372 C. office:(253)841-4837 TRUCKING & EXCAVATING Fax:(253)841-4816 Duvall Avenue NE Construction Notice of Temporary Road Closure Location: 9th St NE, at the easterly approach to Duvall Ave NE Timeframe: 3/2/22 or 3/3/22, for approximately 6 hours See the map below //[� . N zW .+�^- W r--1 NE SUNSET BL VD > 0 z - - -1� z 1 Temporary Road lClosure on NE 9th NE 12TH ST Street at the -approach to Duvall P R 6J E C Ave NE will take • place either 3/2/22 or LOCATION ' 3/3/22 for storm I trench construction - CHEDULE A I NE lit/Till.- ---,) 4.. _ NE pi 1 Z ' T y4� '��: ( > Q E V r H PL J J # W Q z W > t 1111 o "' ' W NE 6TH ST ,,, O > — IA z Q W z0 .- > - L. ! 2 If you have additional questions or need more information,please visit the project website: https://rentonwa.gov/duvall Due to COVID-19,City staff continues to work remotely.The best way to correspond with the City of Renton is via e-mail at Duvall@rentonwa.gov. Should you prefer to contact by phone, please call Transportation Systems Division at (425)430-7380. Armondo Pavone Mayor .r� IFe Public Works Department Martin Pastucha,Administrator December 27, 2021 Mr. Shawn Reed President Reed Trucking & Excavation, Inc. 2207 Inter Avenue, Suite A Puyallup, WA 98372 Sent via E-mail RE: CAG-20-065 Duvall Avenue NE, ORDER TO RESUME WORK Dear Mr. Reed: This letter is in response to your Schedule Update, submitted December 10, 2021. It is our understanding that the procurement of the polypropylene storm sewer pipe is imminent or has been achieved, such that construction may resume on January 3, 2022. In accordance with Standard Specification Section 1-08.6, the City lifts the temporary suspension effective January 3, 2022. Sincerely, L7 Flora Le , E, PTOE Project Manager cc: Gray&Osborne,Tani Stafford, PE, Resident Engineer City of Renton,Bob Hanson, PE,Transportation Design Manager City of Renton File 1055 South Grady Way,Renton,WA 98057 • rentonwa.gov Armondo Pavone w Mayor .5 September 20, 2021 Public Works Department Martin Pastucha,Administrator Mr. Shawn Reed President Reed Trucking & Excavating, Inc. 2207 Inter Avenue, Suite A Puyallup, WA 98372 Sent via E-mail RE: CAG-20-065 Duvall Avenue NE,SUSPENSION Dear Mr. Reed: This letter is in response to Reed Trucking & Excavating, Inc. September 16, 2021 email asking for an immediate suspension upon receiving NTP due to material procurement delays for polypropylene storm sewer pipe,which is one of the initial critical path tasks to be constructed. Contract Time will commence when Reed Trucking & Excavating Inc. receives delivery of the storm pipe materials for this task. In accordance with Standard Specification Section 1-08.6, it is in the public's interest to suspend the Work until the storm pipe materials have been procured. Therefore,the City is suspending Work on September 21, 2021. Sincerely, Flora Le , E, PTOE Project Manager cc: City of Renton,Bob Hanson,PE,Transportation Design Manager Gray&Osborne,Tani Stafford,PE,Construction Manager Reed Trucking&Excavating,Inc.,Dustin Wright,Project Manager City of Renton File 1055 South Grady Way,Renton,WA 98057 • rentonwa.gov \ Y 0 Armondo Pavone Mayor September 20, 2021 Public Works Department Martin Pastucha,Administrator Mr. Shawn Reed President Reed Trucking & Excavating, Inc. 2207 Inter Avenue,Suite A Puyallup, WA 98372 Sent via E-mail RE: CAG-20-065 Duvall Avenue NE, NOTICE TO PROCEED Dear Mr. Reed: The City of Renton and Reed Trucking & Excavating, Inc. have executed all of the required contract documentation associated with the above referenced project. The Notice to Proceed (NTP) date is hereby established as September 20, 2021. The Contract time for this project is 260 working days. Per 1-08.5 of the Special Provisions,Time for Completion, the contract time shall begin on the first working day following the NTP date. We look forward to working with you and the rest of your crew on this project. Should you have any questions, please contact myself via e-mail at FLee@rentonwa.gov or Tani Stafford via e-mail at tstafford@g-o.com or by phone at (206) 284-0860. Sincerely, Flora Le , E, PTOE Project Manager cc: City of Renton,Jim Seitz,Transportation Director City of Renton,Robert Hanson,PE,Transportation Design Manager City of Renton,Josef Harnden,Transportation Administrative Secretary Gray&Osborne,Tani Stafford,Construction Manager Reed Trucking&Excavating,Inc.,Dustin Wright,Project Manager City of Renton File 1055 South Grady Way,Renton,WA 98057 • rentonwa.gov