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Award Date; y] , t 14.` CAG_ 14`"0�6 I I I Awarded to anstt"uctirsn No t: iwe t,� . Irlc. i I F+.Q. 6x 188 Bentom-y-. :X98 57 L" �,�, ...... � ,�,$l1 975r032 VO Y L.".'.�---,-,.-',,�.�,-�,�-���'.'��,,,,��� , - - - ,, ,, I I - I �, p '� L - - �--�, � ...... ��ddng Regw�rements,'City of Renton �• " f Forxrs, Contract Forms; Conditions of 11 the Contract, Puns and Permits . 11 11 11 11 11 I—L�.��,--.',--,,�,'�.�--,,�:��--:, � , �-- - i� 21 � � -........ , I I , o I L� I � I �---:�-',',�—� ,,," ,",----- I I i 1, - I 11 I �l 1� I I '--",1: , - I -- I I I Ll � ----:-�,"�� ,�',�`.�'J%',�.....--i , , , . - ,'- I :�zl� -,11 I I I I � I y City of�R.enton 11-M lk� �,-- o,�, ,� , �-�:,'�--- -;,:r:''11 w jv"7th Streetl hTaches Avenue SW Storm System- 11 Improvement Project Phase I SCI'- 7-3574 11 -k' -,-,1111-1.� �, ." � - ,� I - I �::.,�-.. — ��5�� �,v- � II C.✓ v L`�,,i..,���,��� �,� - �: ,-_ !-i- ��......� :]:�::�� .�:.��, : !� %, 11 F C11�of RCT1toTl, , 11 iQ Sonth�nrady Way 11 Renton WA 98fl57 ,L,- --_ , ,......,I.,", i'zoject Mnnager .Hebe`!C.Bernardo, 425-430-7264 `L-T`!`--',��-` ......... ,�-, , 1p� - � CITY OF RENTON RENTON, WASHINGTON CONTRACT DOCUMENTS for the SW 7th Street/ Naches Avenue SW Storm System Improvement Project — Phase I ++ June 2014 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATION PLANS rr J. p�wASy, Q 1 G/ CITY OF RENTON 1055 South Grady Way Renton, WA 98057 i Contractor Emergency Contact List do City of Renton SW 7th St/Naches Ave SW Storm Improvement Project, SWP-27-3570 Contractor: Road Construction Nothwest Inc. Address: PO Box 188, Renton,WA 98057 Phone/Fax: 425-254-9999/425-254-1334 fx Contractor's Personnel Work Phone Home or Cell Role Name Number Number E-Mail Address Project Manager Matt Wagester 425-254-9999 x-31 810-937-9147 matt @rcnw.com Superintendent Brian Menard 425-531-1624 425-377-8904 brian @rcnw.com Foreman Chad Van Wieringen 425-531-1934 360-829-2865 chad @rcnw.com Safety-Officer Pete Kenney 425-254-9999 x-28 425-766-6318 pete @rcnw.com do EEO Officer Pete Kenney 425-254-9999 x-28 425-766-6318 pete @rcnw.com go Labor Relations Officer Pete Kenney 425-254-9999 x-28 425-766-6318 pete @rcnw.com Office Manager Arlene Schuchard 425-254-9999 x-12 arlene @rcnw.com do Propel Insurance Insurance Agent Eric Zimmerman 253-759-2200 206-262-4348 eaz @propelinsurance.com Bonding Agent Propel Insurance 253-759-2200 206-262-4348 eaz @propelinsurance.com Eric Zimmerman rr aw to to do ow S:\RCNW\PROJECTS\1409 Renton SW 7th St-Naches Ave SW Storm Sys Impv\RCNW Contractor Emergency Contact List 072214 r' ww tR ,�- -°i yz � Q4Q' i``n tea. s� O NO a a f .' w e: res r videdy Lativ as � K Rt ~ � a ; 3^ v z Gostrue�on Contractor Al jr RAL il We at ,�62 /200 3 ; - r . w �a�is'' w•4u.'ww'1sa'a°F R3�Sb,.e�..�„�:tt:, aw ..s...�.._ H w. _. ... _..« .. _. € I i- i ko t RCNW Page 1 of 3 Washington State Department of Labor & Industries RCNW Owner or tradesperson PO BOX 188 KANYER,JEFFREY MICHAEL RENTON, WA98057 425-254-9999 Principals KING County KANYER, JEFFREY MICHAEL, PRESIDENT wo KENNEY, PETER JOHN, VICE PRESIDENT CHASE, TODD, VICE PRESIDENT (End: 11/15/2005) Doing business as RCNW WA UBI No. Business type do 602 286 010 Corporation License Verify the contractor's active registration / license/certification (depending on trade) and any past violations. err Construction Contractor Active. .......................................................................... Meets current requirements. r License specialties GENERAL License no. rw RCNW*CN978L6 Effective—expiration 06126/2003—06/26/2015 Bond ................. EMPLOYERS MUTUAL CASUALTY CO $12,000.00 Bond account no. S311677 Received by L&I Effective date 06/26/2003 06/2512003 Expiration date Until Canceled r Insurance .............................. ZURICH AMERICAN INS CO $1,000,000.00 do Policy no. CP039999990 +rr Received by L&I Effective date 05/13/2010 05/15/2010 Expiration date r https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=602286010&LIC=RCNW*CN978L6&SAW= 07/24/2014 RCNW Page 2of3 Until Canceled r Charter Oak Fire Ins Co $1,000,000.00 Policy no. DTCO81333735000F14 Received by L&I Effective date 05/14/2014 05/15/2014 Expiration date 05/15/2015 Insurance history Savings ................. ..... No savings accounts during the previous 6 year period. Lawsuits a.ainst the bond or savings ss ............................ ....................................................................... .... Cause no. 13-2-24599-OKNT Dismissed Complaint filed by Complaint against bond(s)or savings VALLEY NUT& BOLT CO INC S311677 Complaint date Complaint amount 07/03/2013 $1,171.93 L8d Tax debts M .......................................... No Li tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations so ........................................................ No license violations during the previous 6 year period. Workers' comp • Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 044,215-03 ................................ Doing business as oM RCNW Estimated workers reported Quarter 1 of Year 2014"31 to 50 Workers" L&I account representative TO/ETHAN SHAEFER(360)902-4620 -Email: SHAN235 @lni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Citation issue date 12/15/2011 Violations Inspection no. 315575597 Location ft https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602286010&LIC=RCNW*CN978L6&SAW= 07/24/2014 46 RCNW Page 3of3 11828 Beverly Park Rd Everett,WA 98204 Citation issue date 03/29/2011 No violations `a Inspection no. 314797945 Location w downtown drainage pipe install Port Angeles, WA 98362 do ©Washington State Dept.of Labor&Industries. Use of this site is subject to the laws of the state of Washington. Ack:;a5 do r d 4 m https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=602286010&LIC=RCNW*CN978L6&SAW= 07/24/2014 .r �r err r I�EN/Elt�jdL Jf�1�M�Tf'k'� CYi f�7V©iN G rM Business License City of . Annua! -��n ity �` EX Iration Date: `'' '` D7131/20, 4 1055 Spiith Grady=Way Renton',WA 98057{425}`430-6851 Business Location: Issued Date: License'#: 2500E VALLEI%RD#C3 08/€1612093 BL;0277Q4 RE,NTON, HUA 98057-3371. Licensee has applied for a City of Renton business license in accordance with Renton Iltlunicipal Code (the Code),7it1eV Business; C11ater Business ROAD CONSTRUCTION NORTHWEST License: The Licensee agrees to comply with all P�?BOX 988 requirements of the Code, as well as Stag lavvss and s RENTOtV, WA 9805T-09$8, regulations-appiiable to the business activity licensed. Post this License at the place of business. g I'. { j� 3 f E 7"' aTe, C No SW 7" STREET/NACHES AVENUE SW STORM SYSTEM IMPROVEMENT PROJECT— PHASE I - Project SWP-27-3570 w CONTRACT DOCUMENT TABLE OF CONTENTS ■r Summary of Fair Practices Policy Summary of Americans with Disability Act Policy Scope of Work Location/Vicinity Map g' Instructions to Bidders Call for Bids *Proposal and Combined Affidavit&Certificate Form: 40 (Non-Collusion,Anti-Trust Claims, Minimum Wage) *Proposal Bid Bond Form *Dept. of Labor and Inustries Certificate Registration dr *Schedule of Prices *Acknowledgement of Receipt of Addenda *Minority Business/Women Business Enterprise Subcontractor List r *Subcontractors List ❖Bond to the City of Renton ❖Fair Practices Policy Affidavit of Compliance go ❖Contract Agreement(Contracts other than Federal-Aid FHWA) ❖Retainage Selecton City of Renton Insurance Requirements �w Washington State Prevailing Minimum Hourly Wage Rates Reference Statement of Intent to Pay Prevailing Wages,Affidavit of Prevailing Wages Paid Renton Certificate of Payment of Prevailing Wages Environmental Regulation Listing Construction NPDES Permit Traffic Control Information Geotechnical Report Draft Storm Water Pollution Prevention Plan Cultural Resource Monitoring and Discovery Plan City of Renton SPECIAL PROVISIONS nr Permits Survey Control and Monuments Survey Monument Removal or Destruction Standard Details Construction Plans (reduced 11x17) Documents marked as follows must be submitted at the time noted and must be executed by the Contractor, President and Vice President or Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. * Submit with Bid aw ❖ Submit after Notice of Award (at the latest) CITY OF RENTON - Public Works Department wl 02-Table of Contents\ +lwr ar CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY o ADOPTED BY RESOLUTION NO. 4085 It is the policy of the City of Renton to promote and provide equal treatment and service to all citizens and to ensure equal employment opportunity to all persons without regard to their race; religion/creed; national origin; ancestry; sex; age over 40; sexual orientation or gender identity; pregnancy; HIV/AIDS and Hepatitis C status; use of a guide dog/service �r animal; marital status; parental/family status; military status; or veteran's status, or the presence of a physical, sensory, or mental disability, when the City of Renton can reasonably accommodate the disability, of employees and applicants for employment and fair, non-discriminatory treatment to all citizens. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - The City of Renton will ensure all employment related activities included recruitment, selection, promotion, demotion, training, retention and separation are conducted in a manner which is based on job-related criteria which does not discriminate against women, minorities and other protected classes. Human resources decisions will be in accordance with individual performance, staffing requirements, w.► governing civil service rules, and labor contract agreements. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity in employment. (3) CONTRACTORS' OBLIGATIONS - Contractors, sub-contractors, consultants "' and suppliers conducting business with the City of Renton shall affirm and subscribe to the Fair Practices and Non-discrimination policies set forth by the law and by City policy. Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls, and shall be prominently displayed in appropriate city facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this 7th day of March 12011 CITY(66 RENTON RENTON CITY COUNCIL �r n Denis Law, Mayor uncil Pr sident Attest: .,.;i�„ Bonnie I. Walton, City Clerk SEAL E� ow ri i ro^�\\ Y97EC f, 1 111illlftlttlt\\\\\\\\�\\`,\\ wo to CITY OF RENTON SbM WARY OF A A&RICANS W27HDISABffff ESACTPOLICY AD0P7WD BYRF.SOLU17ONN0. 311117 ow The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure employment opportunity to persons with disabilities, when the City of Renton can reasonably accomoaedate the disability. This policy shall be based on the principles of equal employment opportunity, the Americans With Disabilities Act and other applicable guidelines as set Earth in federal,state and local laws. All departments of the City of Renton shall adhere to the following guidelines: (1) EW1911 M EB=ES - All activities relating to employment such as recruitment,selection,promotion,termination and training shall be conducted in a non- discriminatory manner. Personnel decisions will be based on individual performance, staffing requirements, and in accordance with the Americans With Disabilities Act and other applicable laws and regulations. (2) COOPERATION WM- -I HUMM B19M ORGAWZATTONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity for persons with disabilities in employment and receipt of City services,activities and program. (3) AMERICANS WMJ DISABII,=ACT POLICY-The City of Rend Americans a With Disabilities Act Policy will be maintained to facilitate equitable representation within the City work force and to assure equal employment opportunity and equal access to City services, activities and programs to all people with disabilities. It shall so be the responsibility and the duty of all City officials and employees to carry out the policies and guidelines as set forth in this policy (4) CONT RA.CTOU' QR IQATION - Contractors, subcontractors, consultants and " suppliers conducting business with the City of Renton shall abide by the requirements of the Americans With Disabilities Act and promote access to services, activities and programs for people with disabilities. Copies of this policy shall be distributed to all City employees,shall appear in all operational documentation of the City, including bid calls,and shall be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton Washington, this 4th day of October 1993. C RENTON RENTON CITY COUNCIL: r Mayor President �. Attest. to City Clerk uu or a rrs .r CITY OF RENTON SW 7th Street/Naches Avenue SW Storm System Improvement Project—Phase I,SWP-27-3570 rr SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities, as shown on the plans and as described in the construction specifications, to include but not be limited to: • Construction surveying, staking,and as-builts, replacing survey monuments, • Traffic control, +�r • Installing and maintaining adequate TESC measures, • Fish exclusion, and temporary stream diversion, rr • Construction of a new 60-inch diameter outfall into an unnamed tributary to Springbrook Creek, • Installing new storm system of approximately 1,429 linear feet of 60-inch diameter storm sewer .r. pipe as well as approximately 400 feet of smaller diameter storm drain (<24"), • Trench excavation, including dewatering, shoring, removal of any existing unsuitable material, disposal of excavated material, and • protection of existing utilities, • Installing 5 Type 3 - 96-inch structures, 7 Type 2 —48-inch structures, and 6 Type 1 or 1L catch .rr basins • Installing a new 20'-0" L x 9'-0" W x 8'-6" H concrete storm vault, • Installing 11 Filterra water quality treatment vaults and appurtances • Temporary stormwater control and bypass of the existing storm system flows, • Two approximately 40 feet water main relocations(one 8-inch and one 12-inch), • Removal and replacement of asphalt concrete pavement, asphalt overlay, concrete curbs, gutters, and driveways, • Landscape and property restoration, The estimated project cost is$2,000,OS00.00 to$2,500,000.00 A total of 70 working days is allowed for completion of the project. �r For Bid Item Descriptions see Special Provisions Section 1-09.14 Any contractor connected with this project shall comply with all Federal, State, County, and City codes and regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document. r 05-SCOPE-WORK\ r o' N �+ sari � • '�{� ��� ,1 !� ' i� „ • +�� 1 CIO AN- rmlL ':.0 n: It _ p �r 0 .. �^^".' . i. yP'�4FSX 11� /5 b + , a W ", 1 { e- J • >' pt- ...w�,., ,. " 1► , ti� �. r , _ _—4 rMIL cn M06 rMIL CD ANN u, f • i . Ml i _ • n t P f r 4- s", N,N any PVII`AM flu N(,• it ('{� P _"_,,,,.+...+ 4 T M + # ' ��1C►``°- �, _ 1111 , ME AW U5 Ilx CT AM .S P loy s• • ti Ati a a8 ( - ._„- '1 e • - �'�.yi7� - ;"\: ..'^...w... +G 'u.. Mau 1 ! � � � y5'� .�. "”" _"f! mow- r. .�,b+Otl•� ,: -.,. .,. r M aF • - " _ ,. ` , yl a -- - S o uaiaay ,. __. __. � ;- _'_ .. _ r.♦_,�„-F •Y ... s � rmlL cn _lL CD MOW • _« �,• SL 'a- 1 /l 70 I Mf ..• • D �r- • I CD �^ I� t m I� CD 0 v r+ o 1> X. X a� O rim e„ t CD CD 1 ^ N to CD ' CD T V N rf \1 M 0 o N � � v O cn j• 3 c CD—I «� C/) "a 0 lot lk< @o cn 0 CD CD A CO 3 CD 3 CD m . p m �, , ► . m c CD CD a) z v � 1 � Q r CD � o F o• r► 1` o ID 0 o vv0 _. o �.�. o v cn CD m 3F o = o - C l< 3 +� CD v D � 0 ' y < F 3 G7 m �� ' > o cn O z CD a o o m cn M m CD : Q o N EP Q ID o R° o y� dO � CL ... r SW 7th Street/ Naches Avenue SW Storm System Improvement Project — Phase I - SWP-27-3570 INSTRUCTIONS TO BIDDERS 1. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Hall, until the time and date specified in the Call for Bids. At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 2 Any omissions, discrepancies or need for interpretation should be brought, in writing, to the attention of the Project Engineer. Written addenda to clarify questions that arise may then be issued. arr No oral statements by Owner, Engineer, or other representative of the owner shall, in any way, modify the contract documents, whether made before or after letting the contract. rr 3 The work to be done is shown in the plans and / or specifications. Quantities are understood to be only approximate. Final payment will be based on actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. 4. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall satisfy themselves as to the local conditions by inspection of the site. 5. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications. 6. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of r� errors, the unit price bid will govern. Illegible figures will invalidate the bid. 7. The right is reserved to reject any and/or all bids and to waive informalities if it is deemed advantageous to the City to do so. 8. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he fail, or refuse to do so,the check shall be forfeited to the City of Renton as liquidated damage for such failure. 9. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. r yr. 10. The bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. r 11. Payment for this work will be made in Cash Warrants. 12. The contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's compensation, public liability, and property damage as identified within Special Provisions, Specification Section 1-07.18 "Public Liability and Property Damage Insurance". 13. The contractor, prior to the start of construction, shall provide the City of Renton a detailed bar chart type construction schedule for the project. 14 Before starting work under this contract, the Contractor is required to supply information to the City of Renton on all chemical hazards Contractor is bringing into the work place and potentially exposing City of Renton Employees. + 15. Payment of retainage shall be done in accordance with Section 1-09.9(1) "Retainage". 16. It is anticipated that a portion of this project will be funded in part by the Washington State yr Department of Ecology's FY2012 Stormwater Retrofit and LID Competitive Grant Program. Neither the State of Washington nor any of its departments or employees are, or shall be, a party to any contract or any subcontract resulting from this solicitation for bids. err 16. Basis For Approval The construction contract will be awarded by the City of Renton to the lowest, responsible, responsive bidder. The bidder shall bid on all bid schedules items of all schedules set forth in the bid forms to be considered responsive for award. The total price of all schedules will be used to determine the successful low responsive bidder. Partial bids will not be accepted. The owner reserves the right to award any or all schedules of the Bid to meet the needs of the City. The intent is to award to only one BIDDER. 17. Trench Excavation Safety Systems As required by RCW 39.04.180, on public works projects in which trench excavation will exceed a depth of four feet, any contract therefor shall require adequate safety systems for the trench excavation that meet the requirements of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW. These requirements shall be included in the Bid Schedule as a separate item. The costs of trench safety systems shall not be considered as incidental to any other contract item and any rw attempt to include the trench safety systems as an incidental cost is prohibited. 18. Payment of Prevailing Wages In accordance with Revised Code of Washington Chapters 39.12 and 49.28 as amended or supplemented herein, there shall be paid to all laborers, workmen or mechanics employed on this contract the prevailing rate of wage for an hour's work in the same trade or occupation in the area of work regardless of any contractual relationship which may exist, or be alleged to exist, between the CONTRACTOR and any laborers, workmen, mechanics or subconsultants. r yyr► The most recent issue of the prevailing wage rates are included within these specifications under section titled "Prevailing Minimum Hourly Wage Rates". The Contractor is Responsible for obtaining updated issues of the prevailing wage rate forms as they become available during the duration of the contract. The wage rates shall be included as part of any subcontracts the Contractor may enter into for work on this project. rrr 19. Pollution Control Requirements Work under this contract shall meet all local, state and federal requirements for the prevention of environmental pollution and the preservation of public natural resources. The CONTRACTOR shall conduct the work in accordance with all applicable pollution control laws. The CONTRACTOR shall comply with and be liable for all penalties, damages, and violations under Chapter 90.48 RCW, in performance of the work. The CONTRACTOR shall also comply with Article 4 in the Puget Sound Air Pollution Control Agency Regulation III regarding removal and encapsulation of asbestos materials. 20. Standard Specifications yr► All work under this contract shall be performed in accordance with the following standard specifications except as may be exempted or modified by the City of Renton Supplemental Specifications, Special Provisions other sections of these contract documents. These standard specifications are hereby made a part of this contract and shall control and guide all activities within this project whether referred to directly, paragraph by paragraph, or not. rri 1. WSDOT/APWA"2004 Standard Specifications for Road, Bridge and Municipal Construction" and "Division 1 APWA Supplement" hereinafter referred to by the abbreviated title "Standard Specifications." A. Any reference to "State," "State of Washington," "Department of Transportation," "WSDOT," or any combination thereof in the WSDOT/APWA standards shall be modified to read "City of Renton," unless specifically referring to a standard specification or test method. B. All references to measurement and payment in the WSDOT/APWA standards shall be detected and the measurement and payment provisions of Section 1-09.14, Measurement and Payment(added herein) shall govern. 21. If a soils investigation has been completed, a copy may be included as an appendix to this document. If one has not been provided for this project by the City or Engineer, the Bidders shall familiarize themselves adequately with the project site and existing subsurface condition as needed to submit their bid. Upon approval of the City, the Bidder may make such subsurface explorations and investigations as they see fit. The Bidder shall be responsible for protection of all existing facilities, utilities and other buried or surface improvements and shall restore the site to the satisfaction of the City. 22 Bidder's Checklist ❑ It is the responsibility of each bidder to ascertain if all the documents listed on the attached index are included in their copy of the bid specifications. If documents are missing, it is the sole rr responsibility of the bidder to contact the City of Renton to obtain the missing documents prior to bid opening time. ❑ Have you submitted, as part of your bid, all documents marked in the index as "Submit With Bid"? 1W rt ❑ Has bid bond or certified check been enclosed? ❑ Is the amount of the bid guaranty at least 5 percent of the total amount of bid including sales tax? ❑ Has the proposal been signed? ❑ Have you bid on ALL ITEMS and ALL SCHEDULES? ❑ Have you submitted Minority Business/Woman Business Enterprise Subcontracatos List (If required) ❑ Have you submitted the Subcontractors List(If required) r� ❑ Have you reviewed the Prevailing Wage Requirements? ❑ Have you certified Receipt of Addenda, if any? ❑ Have you submitted Dept. of Labor and Industtries Certificate of Registration Form? ■r rir rr� ir. trr r rir rr .r. CITY OF RENTON CALL FOR BIDS CAG-14-090 SW 7th Street/ Naches Avenue SW Storm System Improvement Project- Phase I,SWP-27-3570 Sealed bids will be received until 2:30 p.m., Tuesday, July 8, 2014, at the City Clerk's office, 7th floor, and will be opened and publicly read in Conference Room 511 on the 5th floor, Renton City Hall, 1055 South Grady Way, Renton WA 98057. The work to be performed within 70 working days from the date of commencement under this contract shall include, but not be limited to: • Construction surveying,staking,and as-builts, replacing survey monuments. • Traffic control. • Installing and maintaining adequate TESC measures. • Fish exclusion and temporary stream diversion. • Construction of a new 60-inch diameter outfall into an unnamed tributary to Springbrook Creek. • Installing new storm system of approximately 1,429 linear feet of 60-inch diameter storm sewer pipe as well as approximately 400 feet of smaller diameter storm drain(<24"). • Trench excavation, including dewatering,shoring, removal of any existing unsuitable material,disposal of excavated material,and protection of existing utilities. • Installing five Type 3—96-inch structures,seven Type 2—48-inch structures, and six Type 1 or 1L catch basins. • Installing a new 20'-0" L x 9'-0"W x 8'-6" H concrete storm vault. • Installing 11 Filterra water quality treatment vaults and appurtenances. • Temporary stormwater control and bypass of the existing storm system flows. - • Two approximately 40 feet water main relocations(one 8-inch and one 12-inch). 0 Removal and replacement of asphalt concrete pavement,asphalt overlay,concrete curbs,gutters,and driveways. • Landscape and property restoration. It is anticipated that this project will be funded in part by the Washington State Department of Ecology's FY2012 Stormwater Retrofit and LID Competitive Grant Program. Neither the State of Washington nor any of its departments or employees are, or shall be, a party to any contract or any subcontract resulting from this solicitation for bids. The estimated project cost is$2,000,000 to$2,500,000. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. µ Bid documents will be available June 18, 2014. Plans, specifications, addenda, and the plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at http://www.bxwa.com. Click on "bxwa.com"; "Posted Projects", "Public Works", "City of Renton", "Projects Bidding". (Note: Bidders are encouraged to"Register as a Bidder," in order to receive automatic email notification of future addenda and to be placed on the "Bidders List.") Questions about the project shall be addressed to: Hebe C. Bernardo, Public Works Dept., 1055 South Grady Way, Fifth Floor, Renton, WA, 98057,or 425-430-7264, or hbernardo(cDrentonwa.gov. A certified check or bid bond in the amount of five percent(5%)of the total of each bid must accompany each bid. The City's Fair Practices, Non-Discrimination, and Americans wit(rPisability Act Policies shall apply. Jason A./�eth, Dep y"City Clerk Published: Daily Journal of Commerce June 19, 2014 Daily Journal of Commerce June 24, 2014 Daily Journal of Commerce July 1, 2014 Proposal-Page 1 of 2 CITY OF RENTON SW 7A Street/ Naches Avenue SW Storm System improvement Project- - Phase 1, SWP-27-3570 Proposal & Combined Affidavit & Certificate Form TO THE CITY OF RENTON RENTON,WASHINGTON Ladies and/or Gentlemen: The undersigned,hereby certify that the bidder has examined the site of the proposed work and have read and thoroughly understand the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates and prices: (Note: Unit prices for all items, all extensions, and total amount of bid should be shown. Show unit prices both in writing and in figures.) The undersigned further certifies and agrees to the following provisions: NON-COLLUSION AFFIDAVIT Being duly sworn,deposes and says,that he is the identical person who submitted the foregoing proposal or bid,and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further,that the deponent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. AND CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust violations are in fact usually borne by the purchaser. Therefore,vendor hereby assigns to purchaser any and all claims for such over-charges as to goods and materials purchased in connection with this order or contract,except as to overcharges resulting from anti-trust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition,vendor warrants and represents that such of his suppliers and subcontractors shall assign any and all such claims to purchaser,subject to the aforementioned exception. AND MINIMUM WAGE AFFIDAVIT FORM 1, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work; not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract. Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scale Proposal-Page 2 of 2 I have read the above and foregoing statements and certificate, know the contents thereof and the substance as set forth therein it true to my knowledge and belief. FOR: PROPOSAL, NON COLLUSION AFFIDAVIT,ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT Road Consauction Northwest, Inc. Name of Bidder's Firm Printed Name: Signature: )4-5etl- Address: Po A>o A le a ? g?MMAJ,, /+ Contact Name(please print): ?RTZ- Phone: S--2 5-'Cl- '79'79 x , 28 Email: e07 't'l Names of Members of Partnership: OR do Name of President of Corporation IeA/ Yal& aw Name of Secretary of Corporation Corporation Organized under the laws of WA S91,V C.7-0 AJ With Main Office in State of Washington at 'R� ?VAJ Subscribed and sworn to before me on this day of J 0V 20_/ Notary Pubfic in and for the State of Washington ARLENE M. SCliMiARED NOTARY PUBLIC b OF T T Notary(Print Al-Le me /t, - STATE OF WASHINGTON N C M OMISSION EXPIRES I OV M 19, My appointment expires: 11-14 2014 NOTARY 19, VW rr dw Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scale air . Proposal Bid Bond KNOW ALL MEN BY THESE PRESENTS, That we, [Contractor)Road Construction Northwest,Inc. of[address] P.O.Box 188,Renton,WA 98057 aS Principal, and[Surety] Employers Mutual Casualty Company a corporation duly organized under the laws of the State of Iowa and authorized to do business in the State of Washington, as Surety, are held and firmly bound unto the City of Renton in the sum of five (5) percent of the total amount of the bid proposal of said Principal for the work hereinafter described, for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators and assigns, and successors and assigns,jointly and severally,firmly by these presents. The condition of this bond is such, that whereas the Principal herein is herewith submitting his/her i or its sealed proposal for the following highway construction,to wit: SW 7th Street/Naches Avenue SW Storm System Improvement Project-Phase I,SWP-27-3570 said bid and proposal, by reference thereto,being made a part hereof. NOW, THEREFORE, if the said proposal bid by said Principal be accepted, and the contract be awarded to said Principal, and if said Principal shall duly make and enter into and execute said contract and shall furnish performance bond as required by the City of Renton within a period of ten (10) days nrr from and after said award, exclusive of the day of such award, then this obligation shall be null and void, otherwise It shall remain and be In full force and effect. IN THE EVENT the Principal, following award, fails to execute an Agreement with the City of Renton In accordance with the terms of the Proposal and furnish a performance bond with Surety or +� Sureties approved by the City of Renton within ten (10) days from and after said award, then Principal shall forfeit the Bid Bond/Bid Proposal Deposit or Surety shall immediately pay and forfeit to the City of Renton the amount of the Proposal Bid Bond,as set forth in RCW 35A.40.200 and RCW 35.23.352. "1e IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be signed and sealed this 8th day of 7u]y —12014 Road C nstruction NorthwesL Inc. Employers Mutual Casualty Company [Prin p [Sur e&) ] ig a ure of a riz o icial] [Signature of authorized cial] ar << � By:ChristopherKinyon _ [Title] [Attorney-in-Fact] s G�LOii 1 �_ [Address] PO Box 3199 C ; Greenwood Village,CO 80155-3199 NO: (720)200-3700 5 [Telephone Number] i Approved by the City Attorney on 6/03/13 urr III• • •• • •• • • a %EMC INSURANCE P.O.Box 712•Des Moines,IA 50306-0712 I V0. A82529 "' CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY-IN-FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company,an Iowa Corporation 5. Dakota Fire Insurance Company,a North Dakota Corporation Am 2. EMCASCO Insurance Company,an Iowa Corporation 6. EMC Property&Casualty Company,an Iowa Corporation 3. Union Insurance Company of Providence,an Iowa Corporation 7. Hamilton Mutual Insurance Company,an Iowa Corporation 4. Illinois EMCASCO Insurance Company,an Iowa Corporation go hereinafter referred to severally as"Company"and collectively as"Companies",each does,by these presents,make,constitute and appoint: KAREN SWANSON,JENNIFER L SNYDER,PEGGY A FIRTH,JULIE R TRUITT,CHRISTOPHER KINYON,JAMIE DIEMER,LISA M ANDERSON, WYNTRENE L MACE,DIANE M HARDING,KATHY L PATTON,JEFFREY L.ZIMMERMAN,KELLIE HOGAN,SANDRA J.KULSETH,CARLEY ESPIRITU, MANDY KELTNER air its true and lawful attorney-in-fact,with full power and authority conferred to sign,seal,and execute its lawful bonds,undertakings,and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS do and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company,and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. do The authority hereby granted shall expire APRIL 1,2015 unless sooner revoked. AUTHORITY FOR POWER OF ATTORNEY „o This Power-of-Attorney is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company duly called and held in 1999: RESOLVED:The President and Chief Executive Officer,any Vice President,the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attorneys-in-fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and No undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof,and(2)to remove any such attorney-in-fact at any time and revoke the power and authority given to him or her.Attorneys-in-fact shall have power and authority,subject to the terms and limitations of the power-of-attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof,and any such instrument executed by any such attomey-in-fact shall be fully and in all respects binding upon the Company. ar Certification as to the validity of any power-of-attorney authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power-of-attorney of the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF,the Companies have caused these presents to be signed for each by their officers as shown,and the Corporate seals to be hereto affixed this °1111111 21st day of APRIL 2014 Q Seals / �C� PS�p N,SUggti °MP;� P,Y,g.Cgs,, Bruce G.Kelley, hairman Michael Free[ ' of Companies 2,3,4,5&6;President Assistant Vice President of Company 1;Vice Chairman and z SEAL 2 Z 1863 o; :°; 1953 =K= CEO of Company 7 IOWA ' *'/OWP,� .s't'n'•,3p�` ' *,IOWA* , On this 21 st day of APRIL AD 2014 before me a \NSURANpF'�, ; ��.1SURq, ,, ;` ,;;; �'-, Notary Public in and forthe State of Iowa,personally appeared Bruce G.Kelley and Michael Freel, ``p'oq'''C°': :'4P;`pPOR'''.c�': `Q'�;`'POq''�SG who,being by me duly sworn,did say that they are,and are known to me to be the Chairman, q„=° President, Vice Chairman and CEO, and/or Assistant Vice President/Assistant Secretary, =w: SEAL o SEAL SEAL o respectively,of each of The Companies above;that the seals affixed to this instrument are the o o'• = =, ,P;; seals of said corporations;that said instrument was signed and sealed on behalf of each of the ” �P ''FS Companies by authority of their respective Boards of Directors;and that the said Bruce G.Kelley qrH DAK MOINES and Michael Freel,as such officers,acknowledged the execution of said instrument to be the •sl �MUTUAC voluntary act and deed of each of the Companies. \o %JTUq 9 _ My Commission Expires October 10,2016. KATHY LYNN LOVERIDGE Commission Number 780769 y( o� on My Commission Expires UU�t October 10,2016 Nota Public i and for the State of Iowa CERTIFICATE I,James D.Clough,Vice President of the Companies,do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on APRIL 21,2014 on behalf of KAREN SWANSON,JENNIFER L SNYDER,PEGGY A FIRTH,JULIE R TRUITT,CHRISTOPHER KINYON,JAMIE DIEMER,LISA M ANDERSON,WYNTRENE L MACE,DIANE M HARDING,KATHY L PATTON,JEFFREY L.ZIMMERMAN,KELLIE HOGAN,SANDRA J.KULSETH,CARLEY ESPIRITU,MANDY KELTNER are true and correct and are still in full force and effect. In Testimony Wher f I have subscribed m ame and affixed the facsimile seal of each Company this day of J(A� Vice President • • • • •• • • ar. too ,. Department of Labor and Industries Certificate of Registration Name on Registration: Road Consauctton Northwest,Inc'. ar Registration Number: �C A/W ` L 7U L - Z� — Expiration Date: Z0/6 -- Noce:A copy of the certificate will be requested as part of contract execution when project is awarded. 4W wr .r Wr nr wr 40 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale SW 7 "STREET/NACRES AVENUE SW STORM SYSTEM IMPROVEMENT PROJECT - SWP-27-3570 SCHEDULE OF PRICES-Schedule A do Note: Unit prices for all itetim all extensions and total amount of bid must be shown. See Special Provisions for Bid Itetri descriptions. UNIT ITEM APPROX. ITEM NAME WITH UNIT PRICE PRICE AMOUNT NO. QUANTITY (figure) (figure) A-1. 1. Mobilization and Demobilization 0 go Lump Sum I VN1F#"MMW 7ftS4N)(-'�E1V6* 11D F 5w'of $ 1/014 wo "DR" DOLLObtS *ND ?MdVWS A-2. I Minor Changes Est. $--Fifty Thousand $_50 000 S 50.000 A-3. 1 Construction Surveying, Staking and As-built Da Lump Sum Drawings $ $51)(TH0L16hPJDD0WA9!S AND eews A-4. I Archeological and Historical Salvage Est. $ Fifteen Thousand $ 15,000 $ 15,000 tw A-5. I Fish exclusion 00 Lump Sum $n4HrjjW%+NDXLL4eS JQ !M6eWM $-O'Dot) offi,— to A-6. 10 Utility potholing Do do Each $F1V9 8utQD1eED bQ1,6+f_C- hAg> dom $ J5 i do A-7. I Resolution of Utility Conflicts FA $ Fifteen Thousand S__10 $ 15,000 A-8. I Stormwater Pollution Prevention and TESL Lump Sum Plan and Implementation $_I! $. I.,t-:5vo $U�E VW5AijD AVE 4UNDAM=Lhes AND IMT4 deWTS A-9. to Inlet Protection Do Each $9" DQUAeS AND MELIW17S $ 90� $ Bob-- A-10. 100 High Visibility Fencing 00 Linear Foot $FQtX mi_66a AhP qtft teWM $ A-11. 1 Temporary Stream Diversion Lump Sum $:U IHMS&61tt EVUAeS &JD ?= CeNTS. $ 1 1,wo. $ /0 W6 A42. 700 Seeding,Fertitizing, and Mulching Square Yard prJg tCUAf- A.Pjb 2j= e n $ Renton SW 7th Street/Naches Ave SW-Final Page 1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale UNIT ITEM APPROX. ITEM NAME WITH UNIT PRICE PRICE AMOUNT NO. QUANTITY (figure) (figure) A-13. I Temporary Traffic Control co Lump Sum $NwITU IA68-r IMUMTb DDLLAY's $qf'CW -- $ 913'006 ,1— "D &Y-0 w-tm r. A-14. I Clearing, Grubbing, and Roadside Cleanup Lump Sum. $ TMLLS+rj0 FmC7 NutJ $ $ DDLLftS A-PM ?VZD A-15. 1. Removal of Structures and Obstructions 45-000 -co $ -4s; 000.4?'PL Lump sum $Fyo--rw nje- iw uzA?,3b DD&Lown- fto $ 7ev-0-1te,17M A-16. 1790 Sawcutting LF $ 1WW tulA2-S AIM TV-= dMiTs, $ $ A-17. 100 Unsuitable Foundation Excavation Incl.Haul Cubic Yard $ 1419-M 1WQ DMIA0,15 A*jb 3M eegTS, $ 97- $ -3-,2VD A-I S. I Contaminated Soil and Management Plan 60 Lump Sum $ON57 T�bLlskNp bDLLAf-S A-ND -&-eo e� I V .— $, t DOO . A-19. 3 Soil Sampling and Testing 00 00 Each $M yg- 4ut1pem ruj.,P&s FtOD 2-00 ,eM do A-20. I Contaminated Soil Excavation, Inc. Haul FA $ Ten Thousand $__10.'000 $ 10.000 40 A-21. 1 Contaminated Water Treatment FA $ Ten Thousand $ 0000 $ 10.000 so A-22. I Dewatering Lump Sum $ONE 4h4NDOM&P-334 1HE V-RfbvsAtZD $ 143000.' s 143 COD DDLLAf,S 4b Ift"-Ice-tZIS do A-23. I Shoring or Extra Excavation, Class B VD Lump Sum $-MyJ Mi=LsAtab DpU-A• e- Ay4D :M00 C6>,-M $ 1 $ 101 000. — A-24. I Structure Excavation including Haul CO Lump Sum $ Ol�' mu • "1> qw-o-Amg's A-25. I Trench Safety Systems 00 CD Lump Sum FWD 'ftZb C'et-ws ar Renton SW 7th Street/Naches Ave SW-Final Page 2 Provided to Builders Exchange of WA, inc. For usage Conditions Agreement see www.bxwa.com Always Verify Scale 4. UNIT ITEM APPROX. ITEM NAME WITH UNIT PRICE PRICE AMOUNT NO. QUANTITY (figure) (figure) A-26. I Control of Water Lump Sum (includes storm drain bypasses) � $ 4k Imp $rwv Fh IL 33datstND Mwys *14D ?Mwallm 40 A-27. 555 Crushed Surface Top Course 00 Ton $ IR" SEVM� VaLftc.AtJb IM CEWS $ $ 2D.15-35, � A-28. 900 HMA Class li,2"64-22 cm Ton $ME ft�D112013 WVeI4 DbUAVS Nb X20 $ $ co"s A-29. 1.35 Temporary Cold Mix Asphalt Concrete Patch 00 lob Ton or Pavement $ 10D. — $ 13 ot-ly, out-jpm DDUAJ4 AWD 2 Dwas wr A-30. t Asphalt Cost Price Adjustment Calc Ten Thousand $10.000 $10,000 A-3 1. 1 20'-0"L x 9'-0"W x &'-6" H Stormwater Vault Lump Sum (MH4) CP $NINIM mitc 1,ftuvasp MA&zs Awb $ lei -ew &'ars A-32. 4 Storm Drain, 8-inch Diameter- CPEP LF $ ONE 11UMPM OWL- MUAiesfir4b Ve" d� $ RAS $ .41(p. —cc A-33. 8 Storm Drain, 12-inch Diameter- CPEP S LF $ owe Atlf-�Dmnh" mufts AWD $ $ 1;040.S im cegm A-34. 12 Storm Drain, 24-inch Diameter- CPEP LF $-r%gb tau Mzb St m DgdAes Awb $ Z60. $ SO q*" CVVSTIQ .A A-35. 1429 Storm Drain, 60-inch Diameter- Polypropelyne LF $ Tyy" *Amp ,Et SLN" Fi%J97 MLOVIS $— $ ptWit) qz" vetflls A-36. 1429 Television Inspection CO LF $-TWO txu.A:O ikm>flE:KLt CEITTS $ $ 542.5—° A-37. I Catch Basin Type I co Each $we 1AUNOM vipvy $---14 $ 1)2-50 , MU#WS AND 7" tVwTS A-38. 5 Manhole Type 3-96-inch Diameter. cc cc Each $ RPT%n-1"rot I&M cwg- kuNpm $j5flpq $ -*5,7 DULfts ftWD -,W9Z tev-TTS do Renton SW 7th Street/Naches Ave SW-Final Page 3 im Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale UNIT ITEM APPROX. ITEM NAME WITH UNIT PRICE PRICE AMOUNT NO. QUANTITY (figure) (figure) A-39. 1. Abandon Existing Manhole co Each $TIND -nW--+JD VOLLMS AWD TWO CetM $ 2 IWO A-40. 2 Connect New Storm to Existing Storm Z:' Go Each Structure $ $ $ Nkt-V ftNDftD VOLL",S ftiJD -ftVf.0 A-41. 3 Connect Existing Pipe to New Structure Each $ etK qv-w br� DOU-AOS PivJD -JM CeKCS$ A-42. I Coredrill Pipe and Connect New Storm to 60 Each $DNe T1iW-4A0M4'D Dote #WA>W)&Cet-% $j4PQ0—'= $ I - A-43. 1950 Select Imported Trench Backfill '5D 0 F:AV5 $ 2-5 $ Too $ Z\)eN-%MW t)�% A*JD 3&" ce!%�M A-44. I Decommissioning Well Each $ phe itlnwshy4p sever) Rytj MAAas $- X00. PND Te" cemas do A-45. 50 Controlled Density Fill Cubic Yard $ CMS 141ANDM FbM F-tV97MLL4g-S 145 $- -41 PLOD W" CVKM as A-46. 500 Construction.Geotextile for Separation co Square Yard �$ 1MjZM MuAfa-,> AyJp SVIZO cevZM 3. — $, A-47. 2 Cut, Cap and Block Existing Water Main do 00 Each $DN5 JMU_-A0b-TWJ) t, UWbOM MLLA" - — $ -Z,4W-- hT.4%) ve" ceEs A-48. t Connection to Existing Water Main-8 in 00 00 Each $IV%)b-WUJL'�' Vo"Air-S AV40-aeeo $ 7,000, $ 2-,000. - c zvim A-49. I Connection to Existing Water Main - 12 in co 70 Each $ -TVJD -Ttt0Lk-a/r40 SIX PWb4DeRD D0LXA?,S $ 2, A-W-3V -exwto M4-ts A-50. 7 Concrete for Thrust Blocking Cubic Yard $ EVE VVAADeeD Si"W Atj D $ %C) A-5 1. 20 Reinforced Concrete for Water Line Cover ov 00 Square Yard Protection $ $ !Z'sw - $ otat; Auk-spazy •Mgn4 Ai-Ap �a CeWS Renton SW 7hStreet/Naches Ave SW- Final Page 4 dip Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale UNIT ITEM APPROX. ITEM NAME WITH UNIT PRICE PRICE AMOUNT NO. QUANTITY (figure) (fig-ure) A-52. 25 Furnish and Install 8"Cl 52 DI Water Pipe& bo Linear Foot Fittings $:01,X )AUNbWD ADD Teco aetTM A-53. 22 Furnish and Install 12"Cl 52 DI Water Pipe & Linear Foot Fittings $ 320 $ iyweo �6wpavb :[V-4" =U-.,r" At-4 a,--" wtmm A-54. I Furnish and Install 9" Gate Valve Assembly 00 Co— Each $ QSIF TFIMI S*t.Jb r-,1614T PeU10 DakAf-t $ $ 11w , A-55. 2 Furnish and Install 12"Gate Valve Assembly 00 00 Each $ 1UREF -f ftuskhlb iw&-y AlkwDeeb $ 30350. 4o,qbo R" DoLLAO-S Ai.-ID -jW" cetTIS A-56. I New 2"Water Service CP Lump Sum $FbUIL-nibu-SAtib DbLLA•PLS A14l) Teg-0 $ 4.000 1 A-57. 20 Topsoil Type A 00 06 Cubic Yard $Fi� Quk M ftr4p -eeft evgTs $ 1.1000, wr A-58. 35 Topsoil Type C 15D $cc Cubic Yard $r-A" MLLa-s Ar4b $_ A-59. 4 PSIPE,Thuja plicata, #2 cont. 00 Each $I&" -vvjb t)t>i Ltgn, P,4p R F—Tc r—eKtr, $ qD . A-60. 5 PSIPE,Tsuga heterophylla,#2 cont -C=P Each $lW"TWO buLl42s 1°hy4v $ A-61. 16 PSIPE,Corylus,cornuta, #1 cont Each $0a>IM4 p DI.-412 "D EIEI;� 0211' $ (I. $ rr A-62. 71 PSIPE,Polystichum.munitum,#I cont. Each $ OttNIgO DOULA" hi4p E" ar14T5 $ A-63. 15 PSIPE, Symphoricarpos albus,#l. cont Each $euaviN yu-LAzs Aro s-1-4z.90 A-64. 14 PSIPE Salix lucida, live stakes 00 Each $ sm r)U-Lhr-!5 MAD Leo CkyT'(S — A-65. 33 PSIPE Salix scouleriana, live stakes 00 Each $ 5m 'DUA, ,& Ay4D ?V%U Ceg S $ 19$ Renton SW 7th Street/Naches Ave SW- Final Page 5 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com Always Verify Scale UNIT ITEM APPROX. ITEM NAME WITH UNIT PRICE PRICE AMOUNT NO. QUANTITY (figure) (figure) A-66. 14 PSIPE Salix sitchensis, live stakes CP Each $ :51 Y, DOU-A-9-5 *Y4 D -a 2 Cet�M A-67. 765 Cement.Concrete Curb and Gutter 60 Linear Foot $-VvJn�94 ftLLE- DOLLA-as A,Jp its -j A-68. 200 Cement Concrete Sidewalk Square Yard $ F! M F-t\357 A-01>'Zvg an4TS 000. J A-69. 30 Cement Concrete Driveway Entrance Type 4 Square Yard $ slylM ns)E mw-4" At)[) ?ego cegl--s A-70. 3 Brick Sidewalk Restoration e6 00 Square Yard $lWeE16 Ryugbem M6g" MLLALs A,4D etw_v clew-m A-71. 6 Log with Rootwad Each $0(IA- fUNDRED -T\XaM �vE bDLLAD--, $ hv4D 2c cetSlS -j A-72. I Street Light Restoration LS StNv:W Ikka-Ash"Ib MuAa-y AND $ -*1000 $ qf000 , i2vgD ce*m A-73. 1 Restore Pavement Markings LS cQATQD Fi0e: $ 5 500 A-r40 leeg-a cAetrM (Sales Tax Rule 171 Total Schedule A: $ Applies To This Schedule) • #A Renton SW 7"'Street/Naches Ave SW- Final Page 6 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale 40 ow SW iln STREET/NACHES AVENUE SW STORM SYSTEM IMPROVEMENT PROJECT - SWP-27-3570 No SCHEDULE OF PRICES-Schedule B go Note: Unit prices for all items,all extensions and total amount of bid must be shown Show unit prices in both words and figures. Where cotiffict occurs the written or qped words shall prevail. See Special provisions for Bid Item descriptions, UNIT ITEM APPROX. ITEM NAME WITH UNIT PRICE PRICE AMOUNT ar NO. QUANTITY (figure) (figure) B-1. I Mobilization and Demobilization Do ka Lump Sum $11 ai-3 1VCU_SAyJb DD11_A,2,S A tJp 2SV-o $ 10 oco $ 0,000 tetzts 1 -1 , B-2. I Minor Changes err Est. $ Ten Thousand $10,000 $ loDoo B-3. I Construction Surveying, Staking and As-built Lump Sum Drawings $ $ 1.0 qpo' $ nm� alkiLsowb sp_\Iew VM14yZL0 DOU.AqVS Av4D S4--" Ceg-M B-4. I Archeological and Historical Salvage Est. $., Five Thousand $-i—.000 $-5-.0-00 B-5. t2 Utility Potholing co 00 Each $ kyr Ruwpm yuAAas Aw $ 5D0 $ ?V" Celoas do B-6. I Resolution of Utility Conflicts FA $ Five Thousand $__5�000 $ 5, B-7. t Stormwater Pollution.Prevention and TESL 60 Lump Sum Plan and Implementation $ -45D• $ $Fouie.- 1AUIM119D VAEM4 W-LAR-S pfr1b Wvo ca fm air B-8. to Inlet Protection co 60 Each $ JZSkM4 DbLLA-9-S kr-)b cle� $_ $ _J B-9. I Project Temporary Traffic Control co oa Lump Sum $InI-VAo1.tShAb -M U-APS hi,4 $ 10, 000 . $_L00 coo emo ce*s'us B-10. I Removal of Structures and Obstructions 00 00 Lump Sum $ qVirevc -UYy_csAWt> hbUA?-S Ata �zc> CE'NT'S B-11.. 370 Sawcutting Linear Foot $ DOLLAIZ-5 A-tJD 2 cvtcm $ C- $ rr Renton SW 7 h Street/Naches Ave SW-Final Page 7 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com Always Verify Scale UNIT ITEM APPROX. ITEM NAME WITH UNIT PRICE PRICE AMOUNT NO. QUANTITY (figure) (figure) B-12. 20 Unsuitable Foundation Excavation Inc[. Haul Cubic Yard $ Y $Jz'0c, $ 6 0 �Ary o bd"-,VLS No 467VU B-13. 2 Soil Sampling and Testing dw Each $ Fotj,,t /-,/ChV4efiZ &4+26 AJd CE1 $ 'ele".00 $ B-14. 1. Contaminated Soil Excavation, Inc.Haul. FA $-Five Thousand $ 5,000 $ 5,000 B-15. 1 Contaminated Water Treatment FA $ Five Thousand $ 5,000 $--5 000 B-16. I Dewaterina c' $ Lump Sum $A&Ar MoulAve boc4wu /vim 00 B-17. I Shoring or Extra Excavation, Class B Lump Sum $ Avg &a^4s No e $ Z-06.00 $.TOO'00 B-18. 1 Structure Excavation ine Haul Lump Sum $ ONE bd-',CA^ No C�Nyl $ ), co $ 1. 00 B-19. 1 Trench Safety Systems 00 Lump Sum $a(k-r 7HO 03,1WO F,va MA~ ockA/M $ /, S-00-00 $ No 4wr-1 B-20. I Control of Water (includes storm drain Lump Sum. bypasses) $ . 60 $ 7t 060.00 $-C—� 7744dJo+00 boa,44S IV.0 CeA(a B-21. 35 HMA Class 1/2" 64-22 Ton $OA& Abyouo ML/Z-ry Si A AQCc,rn r $ 1_?(p,00 $ 4/.7e00. No e*6?VTI B-22. 8 Temporary Cold Mix Asphalt Concrete Patch Ton or Pavement $100,60 $ J560, 00 B-23. 52 Storm Drain, 6-inch Diameter SDR-35 PVC Linear Foot $ S/K S'eAV &c4,^A S NO &?Yrg $ 7, 60 $ 3 6 00 B-24. 241 Storm Drain, 8-inch Diameter =CPEP Linear Foot $ zgEZgu 1Y, f Renton SW 7th Street/Naches Ave SW- Final Page 8 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale err UNIT ITEM APPROX. ITEM NAME WITH UNIT PRICE PRICE AMOUNT NO. QUANTITY (figure) (figure) B-25. 2 Catch Basin Type Each $064z ZWCUSAAM ZWO M/N4460 -rklahrry F.'Ve bd,",.Vz-f /Vo z zS-1 $ 2, oo B-26. 2 Catch Basin Type IL Each $OAAE �evsAA* F1VE'#9Ar&Zfib F191 $ SSO.oca $ 3, /60.00 bOCCAMS /VO 4ENnI B-27. 7 Catch.Basin Type 2-48"Liam Each $ rouu 77Y#UrA%V $ ,000,00 $ 213 4 600.-00. /Vo e4krrc B-28, 4 Connect New Storm to Existing Each Storm Structure $ 9tm, do $ .3.egod,60 $,K&Me &r1g B-29. I Connect Existing Pipe to New Structure Each $SIY-. hVV414---Q Oda-4tf IVO 45ite-1 $ &06.00 $ 60-m- co B-30. 7 Coredrill Pipe and Connect New Storm Each $ ONE Z-Haus,+AA -nouo42s evo ezNr $1,&d,do $ 4 400,00 B-31. 190 Select Imported Trench Backfill Ton. $j<4--V&7VrWWV bQU4WU ]aggA.O AVE $ /7•z S $A,P,77, s-o wr CCArrr B-32. 10 Controlled Density Fill Cubic,Yard $,a^jz Avvwuy f=ive bac<,wtr $ S, 00 $ z?4e�ye, 0 0 Ale 4-Vu?r B-33. 50 Construction Geotextile for Separation Square Yard $ boc4-,,qev No CtEn� $ 3, 00 $ 1-15--6.or-) B-34. 20 Top Soil Type C Cubic Yard $ F-1,,vne DoLc,4as /y-a 4v' —vrr $ —S6-ew $ 40,06, 00 B-35. 95 Cement Concrete Curb and Gutter lAnear Foot $ 77-Ve^4z:y Doc,- ,Ls //o 4 err $ 0 0 eo-60 rr B-36. 65 Cement Concrete Sidewalk Square Yard $ F-o1zK7X Clve Dow.g,&r 0 .4-.;v r $ el-IS, 60 $ 2 ZS-,00 B-37. 4 Filterra Unit with Internal Bypass Each $A-va-"7-L-r v 7-;4,oujo9,yo J1x Allpllvozz $-ZZ e056,00$ 7,0,000,6 0 C,,0=ry bav-."s V0 4awry B-38. 7 Filterra Unit with Internal Bypass and Each Extended Plume $ 2 SD. V$134 750,00 $ 7)Vot1,~ TW,, Ym-4'1�9 ea2 I Renton SW 7`h Street/Naches Ave SW- Final 40aAn 3 No Cars Page 9 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale 4W UNIT ITEM APPROX. ITEM NAME WITH UNIT PRICE PRICE AMOUNT NO. QUANTITY (figure) (figure) B-39. 100 Sod Installation Square Yard $ , L�VQV ,&aAtf ,Vo e $ 11 "'04 $/0/OD,0 0 (Sales Tax Rule 171 Total Schedule B: $ Applies To This mo Schedule) Total Schedule A J (00Z ese,5 0 Total Schedule B -3 2?— )V.?,,ro 4W Total Bid q 7-:57 032. 00 40 40 40 Renton SW 7 h Street/Naches Ave SW-Final Page 10 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com Always Verify Scale • ar CITY OF RENTON SW 7th Street/ Naches Avenue SW Storm System Improvement Project Phase 1, SWP•27-3570 ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA wr NO. QME DATE: NO. DATE: NO. DATE: NO. DATE: NO.— DATE: aw SIGNED: TITLE- �161� r-- NAME OF COMPANY: Road Construction Northwest,Inc. ADDRESS: 7->0 a0 X, 1943 CITY/STATE/ZIP:— REn 7-VA)4 9L)4I !!U4S7 TEL err Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale CITY OF RENTON SW 7t'Street/Naches Avenue SW Storm System Improvement Project—Phase 1,SWP-27- 3570 ar ADDENDUM NO. 1 aw Date Issued: June 27, 2014 Date-of Bid Opening: July 8, 2014 NOTICE TO ALL PLAN HOLDERS You are hereby notified of the following changes,deletions, additions and corrections to the specifications, and other documents comprising the contract,document for the City of Renton SW 7th Street/Naches Avenue SW Storm System Improvement Project—Phase I Project. Bidders shall Incorporate this Addendum into the Bid Documents. Failure to do so may subject the bidder to disqualification of his bid. Bidders shall acknowledge this Addendum by signing the Acknowledgement of Receipt of Addenda form in the Bid Document, or by signing this Addendum, and submitting either form:with the bid. THE BID DOCUMENTS ARE MODIFED AS FOLLOWS. PAGE 36 OF SPECIAL PROVISIONS do All changes in wording have been bolded. 4W ADDENMU.No.R Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com Always Verify Scale 4. Establish delivery schedules, where -work requirements permit, which will encourage participation of qualified minority and women's businesses. Use the services and assistance of the State Office of Minority and Women's Business Enterprise (OMWBE) and the Office of Minority Business Enterprise of the U.S, Department of Commerce, as appropriate. The Contractor shall comply with all construction related provisions of the Construction NPDES Permit obtained by the City. Corps of Engineers Nationwide Permit obtained by the City Hydraulic Project Approval(HPA) Shoreline exemption'issued.by the City of Renton • Conditional Use Permit issued by the City of Renton The Contractor shall be responsible for making any changes required by the agencies,and payment of any fines, for violations of any related provisions. The City will not make additional compensation for any changes or fines due to the Contractor's violations. 1-07.6 Permits and Licenses 'Section 1-07.6 Is supplemented as follows: wr The Contracting Agency has obtained the following permits for this Project, • NPDES permit—A draft Stormwater Pollution Prevention Plan(SWPPP)is included in the Contract Documents. The Contractor shall review and update the 5WPPP as needed to be consistent with the actual work schedule,sequencing, and construction methods that will be used on the Project; then submit to the Contracting Agency for approval. The Contractor's SWPPP must meet all requirements of the permit, and the Contractor may not begin work on-site until the SWPPP is approved.. Costs for reviewing and updating the SWPPP are incidental to the Contract. Hydraulic Project Approval.Permit(FIPA) • City of Renton Shoreline Substantial Development Permit • U.S.Army Corps of Engineers permit,Department of the Army. • Utility Construction Permit,City of Renton. 0 The City.of Renton wfII apply for a Washington State Department of Archeology and Historical Preservation(DAHP)Excavation Permit.The Contractor shall comply with all construction provWons of the DAHP Excavation Permit.See Speclaf Provisions Section 1.07.16(4) The permits,easements, agreements and right of entry documents that have been acquired are included In the Environmental Permits,section of the Contract Documents. ar All other permits,licenses, inspections, etc.,which maybe required,shall be obtained and paid for by the Contractor, The Contractor shall ensure that all necessary permits are obtained, and is responsible for reviewing all permits to become familiar with the requirements. The Contractor and all subcontractors of any tier must obtain a City of Renton Business License (Contractor). Other permits and licenses that the Contractor must obtain and comply with, as applicable, include, but are not limited to Disposal or Recycling Site Permit • City of Renton Business License(Contractor and subcontractors) • Puget Sound Clean Air Agency(PSCAAJ Permit ADDENDUM M>.I\ wr Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale 1W do SPECIFICATIONS: Remove Page 36 of the Special Provisions in the Contract Document, RepJace with Addendum#1 (1 page). rr Hebd C. Bernardo, Projict Manager, Surface Water Utility Ph#425-430-7264 ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA SIGNED: TITLE: I CE NAME OF COMPANY; Road Construction Northwest,Inc. 4W 40 -40 a 40 ADDMq"No.1\ Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com Always Verify Scale Page I of 2 XIINORITY BUSINESS/WOMEN BUSINESS ENTERPRISE SUBCONTRACTORS LIST SW 7th Street/Naches Avenue SW Storm System Improvement Project—Phase 1, SWP- 27-3570 All bidders are encouraged to utilize certified minority-owned and women-owned businesses to the extent possible in the,performance of this contract. All prospective bidders or persons submitting qualifications should take the following steps, when possible. 1. Include qualified minority and women's businesses on.solicitation fists. 2. Assure that qualified minority and women's businesses are solicited whenever they are potential sources of service or supplies. 3 1. Divide the total requirements, when economically feasible, into smaller task- or quantities to permit maximum participation by qualified minority and women's businesses. 4. Establish delivery schedules, where work requirements permit, which will encourage participation of qualified minority and women's businesses. 5. Use the services and assistance of the State Office of Nfinority and Women's Business Enterprise (OM.WBE) and the Office of Minority Business Enterprise of the U.S. Department of Commerce, as appropriate, If the subcontractors names are not submitted with the bid, OR if two or more subcontractors are named to perform the same work, then the bid shall be considered nonresponsive and; therefore, void. do Complete the following: If awarded the contract, Road Corstruction Northwest.Inc. will contract with the following minority- go owned businesses and women businesses subcontractors for the performance of bid items associated with this contract: do Bid Item(s) 4/,67—T7Z1C,4(— Subcontractor Name Address A�r- CV,4- 9 ao YZ- Phone No. 412-5- 0?- 132-19- State Contractor's License No. AA L) Bid Item(s) SyA 1,U ('u T-n^J r, Subcontractor Name —<At4 Al A f S4(A111f6 9- SA-AL,1126- Address 7& A vLv- W CAIA 9J2 7s Phone No. 4E 79<5 Q7062 State Contractor's License No. SAwNA I -S o 4We-o Bid Item(s) Subcontractor Name Address H:\File Svs\sWP-Surface Water Projects\SWT-27-Surface Water Projects(CfP)\27-35770 Hardie Ave SW-SW 7th SL Stonn S%Stenl hnPrOVement ProjecA1600 Bid Package\14-Minodr•Busines Womn Sub Listdoc Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale Page 2 of 2 Phone No. State Contractor's License No. Bid Item(s) Subcontractor Name Address Phone No. State Contractor's License No. Bid Item(s) Subcontractor Name Address Phone No. State Contractor's License No. Bid Item(s) Subcontractor Name Address Phone No. State Contractor's License No. do -14t,gna 6vok Xu& zed ReVfe;entaiive of Bidder an Subscribed and sworn,to be before me on this a day of ARLENE hvl. SCHUCHARD Notary Public in and for NOTARY PUBLIC the State of Washington STATE OF WASHINGTON COMMISSION EXPIRES NOVEMBER 19, 2014 Notary (print.) Arle'v%e—A• Residing at ingeA- v -14 My appointment expires: //-/I H:Tile SyskswP-Surface Water Projects\SUT-27-Surface Water Projects(C[P)N27�'570 Hardie Ave SW-SW 7th St.Storm System 4nprovement Projee 1600 Bid Package\14-Minority Busines Women Sub List doe Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale WN Subcontractor List Page 1 of 2 SUBCONTRACTOR LIST SW 7th Street/ Naches Avenue SW Storm System Improvement Project—Phase I, SVVP-27-3570 RCW 39.30-060 requires that for all public works contracts exceeding $1,000,000 that the bidder submit the names of all heating, ventilation and air conditioning, and plumbing subcontractors as described in chapter 18.106 RCW, and electrical subcontractors as described in chapter 19.28 RCW (this also includes the control system integrator subcontractor as well as other electrical subcontractors). If the subcontractors names are not submitted with the bid, or within one (1) hour after the published bid submittal time OR if two or more subcontractors are named to perform the same work, then the bid shall be considered nonresponsive and, therefore, void. rr Complete the following: If awarded the contract, Road Construction NortbWest.Inc. will contract with the following subcontractors for the performance of heating, ventilation and air conditioning, plumbing, and electrical (including automatic controls) work: Bid Item(s) At& Subcontractor Name Road Cowmiction Northwest,Inc. wr Address tau 130 X e"00 rV Af, WA fg Phone No. -1125� ZSy 9q" State Contractor's License No. 'I�WCtl-X- LEA/ 4'.28 4 Bid Item(s) 45-L e-z-M I ew- Subcontractor Name �Q& G eoR'P'- Address Phone No. 42—r- 1132 132 State Contractor's License No. 6R :)f 061/KU Bid Item(s) Subcontractor Name Address Phone No. State Contractor's License No. Bid Item(s) Subcontractor Name Address Phone No. State Contractor's License No. hAfile sys\swP-surface water prqjects\swp-1-7-surface water projects(602—Y7 3570 hardie ave sw-sw 7th st.stertn iy-Aem improvement project\1600 bid packageU5-subcotttractor fistdoc Revised 912006 40 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale Subcontractor List Page 2 of 2 av Bid Item(s) Subcontractor Name Address Phone No. State Contractor's License No. rr Bid Item(s) Subcontractor Name rr Address Phone No. State Contractor's License No. wr gnatur ZYAAUriiei Repre"ive of Bidder Subscribed and sworn to be before me on this day of J vt-y .. 20-4. 1 Notary Public in and for EARLENE M. SCHUCHARD the State of Washington PUBLIC T NOTARY STATE OF WASHINGTON COMMISSION EXPIRES Notary (Print) A,-le 4e, AA, NOVEMBER 19. 2014 Residing at Y1,a V- N4y appointment expires: ar our hmue s,.,s\swp-surface water projects\swp-27-surface water projects(cip)\'—'7 3570 hardie ave sw-sw 7th st.storm svitem:improvement project\1600 bid package\15-subcojxtractorlistdoc Revised 9/2006 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale +r Bond No. S417001 ,r BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: That we,the undersigned Road Construction Northwest, Inc. as principal, and Employers Mutual Casualty Company corporation organized and existing 49 under the laws of the State of Iowa as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of $1,975,032.00 for the payment of which sum on demand we bind ourselves and our 40 successors,heirs,administrators or person representatives,as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington,the Ordinance of the City of Renton. Dated at ,Washington,this day of A4 U .2W. + Nevertheless,the conditions of the above obligation are such that: WHEREAS,under and pursuant to Public Works Construction Contract CAG-14-090 providing for construction of SW 7"Street/Naches Avenue SW Storm System Improvement Project Phase I.SWP-27-3570 the principal is required to furnish a bond for the faithful performance of the contract;and WHEREAS, the principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the principal shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth,or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage rr occasioned to any person or property by reason of any carelessness or negligence on the part of said principal,or any subcontractor in the performance of said work,and shall indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specified in the contract or from defects appearing or developing in the material or workmanship provided or " performed under the contract within a period of one year after its acceptance thereof by the City of Renton,then and in that event this obligation shall be void;but otherwise it shall be and remain in full ion = force and effect. ,nQP�R••�;16.^'Signed and sealed this 18th day of duly 2014 _r 4C` °���; aad Construction Northwest Inc. Employers Mutual Casualty Company i`) ncipa ty f' Sgnatur Signature ' M a . y Karwr QM Carley Espiritu Attorney-in-Fact Title Title r r .� /EMC INSURANCE P.O.Box 712•Des Moines,IA 60306-0712 I V 0. A82544 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY-IN-FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company,an Iowa Corporation 5. Dakota Fire Insurance Company,a North Dakota Corporation 40 2. EMCASCO Insurance Company,an Iowa Corporation 6. EMC Property&Casualty Company,an Iowa Corporation 3. Union Insurance Company of Providence,an Iowa Corporation 7. Hamilton Mutual Insurance Company,an Iowa Corporation 4. Illinois EMCASCO Insurance Company,an Iowa Corporation „ hereinafter referred to severally as"Company"and collectively as"Companies",each does,by these presents,make,constitute and appoint: KAREN SWANSON,JENNIFER L SNYDER,PEGGY A FIRTH,JULIE R TRUITT,CHRISTOPHER KINYON,JAMIE DIEMER,LISA M ANDERSON, WYNTRENE L MACE,DIANE M HARDING,KATHY L PATTON,JEFFREY L.ZIMMERMAN,KELLIE HOGAN,SANDRA J.KULSETH,CARLEY ESPIRITU, MANDY KELTNER to its true and lawful attorney-in-fact,with full power and authority conferred to sign,seal,and execute its lawful bonds,undertakings,and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS .o and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company,and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. "o The authority hereby granted shall expire APRIL 1,2015 unless sooner revoked. AUTHORITY FOR POWER OF ATTORNEY i11r This Power-of-Attorney is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company duly called and held in 1999: RESOLVED:The President and Chief Executive Officer,any Vice President,the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attorneys-in-fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and +0 undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof;and(2)to remove any such attorney-in-fact at any time and revoke the power and authority given to him or her.Attorneys-in-fact shall have power and authority,subject to the terms and limitations of the power-of-attomey issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof,and any such instrument executed by any such attorney-in-fact shall be fully and in all respects binding upon the Company. do Certification as to the validity of any power-of-attorney authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power-of-attorney of the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. am IN WITNESS THEREOF,the Companies have caused these presents to be signed for each by their officers as shown,and the Corporate seals to be hereto affixed this 21 st day of APRIL 2014 Seals i4z i-WZ AN ;PS�,pW.. 44", ;G. OMPq� Cgs, grace G.Kelley, hairman Michael Freel ' ORq of Companies 2,3,4,5&6;President Assistant Vice President o a_? _ of Company 1;Vice Chairman and Z. SEA 1863 1953 =<- y; IOWA ;o CEO of Company 7 �'- ''�,IOWA`* • '',O�'LO'.,�0�'`,, ' IOWA* , "" On this 21 st day of APRIL AD 2014 before me a C11 " ""N�-,, ,•OUT�At C'-, Notary Public in and forthe State of Iowa,personally appeared Bruce G.Kelley and Michael Freel, ,'' NSURq who,being by me duly sworn,did say that they are,and are known to me to be the Chairman, President, Vice Chairman and CEO, and/or Assistant Vice President/Assistant Secretary, =w: SEAL ;; =a= SEAL _ = SEAL ;= o t_ o; respectively,of each of The Companies above;that the seals affixed to this instrument are the iow ,. •ry�gTH DAKOSp•` OSMOINES• seals of said corporations;that said instrument was signed and sealed on behalf of each of the Companies by authority of their respective Boards of Directors;and that the said Bruce G.Kelley "" """ and Michael Freel,as such officers,acknowledged the execution of said instrument to be the �M%3TUq//ti voluntary act and deed of each of the Companies. UTU;oy My Commission Expires October 10,2016. z ,s aR KATHY LYNN LOVERIDGE Commission Number 780769 aF My Commission Expires "s � A `P °•' October 10,2016 Nota Public ig and for the State of Iowa CERTIFICATE 1,James D.Clough,Vice President of the Companies,do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, am and this Power of Attorney issued pursuant thereto on APRIL 21,2014 on behalf of: KAREN SWANSON,JENNIFER L SNYDER,PEGGY A FIRTH,JULIE R TRUITT,CHRISTOPHER KINYON,JAMIE DIEMER,LISA M ANDERSON,WYNTRENE L MACE,DIANE M HARDING,KATHY L PATTON,JEFFREY L.ZIMMERMAN,KELLIE HOGAN,SANDRA J.KULSETH,CARLEY ESPIRITU,MANDY KELTNER do are true and correct and are still in full force and effect. In Testimony Where f I ave subscribe m na a and affixed the facsimile seal of n each Company this_day of �. (71— O` Vice President . . City of CITY OF RENTON �. FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE Read Construction Northwest,Inc. hereby confirms and declares that: (Name of contractor/subcontractor/consultant) I. It is the policy of the above-named contractor/subcontractor/consultant, to offer equal opportunity to all qualified employees and applicants for employment without regard to their race; religion/creed; national origin; ancestry; sex;the presence of a physical, sensory, or mental rr disability; age over 40; sexual orientation or gender identity; pregnancy; HIV/AIDS and Hepatitis C status; use of a guide dog/service animal; marital status; parental/family status; military status; or veteran's status. rr II. The above-named contractor/subcontractor/consultant complies with all applicable federal, state and local laws governing non-discrimination in employment. III. When applicable,the above-named contractor/subcontractor/consultant will seek out and negotiate with minority and women contractors for the award of subcontracts. do n/N IF Print Agent/Representative's Name VI CC _4Z a6=ZWArr- r Print Agent/Representative's Title ao Ag t/ epr—es en ive' Signature. 7- l(o `o Date Signed Instructions: This document MUST be completed by each contractor, subcontractor, consultant and/or supplier. Include or attach this document(s) with the contract. +r► W to CONTRACTS OTHER THAN FEDERAL-AID FHWA sir THIS AGREEMENT, made and entered into this 1, 6' day of , 2014.by and between THE CITY OF RENTON, Washington, a municipal corporation lif the State of Washington, hereinafter referred to as "CITY" and Road Construction Northwest, Inc, hereinafter referred to as "CONTRACTOR." +rr WITNESSETH: ► 1) The Contractor shall within the time stipulated, (to-wit: within _70 working days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection with the City's �r Project (identified as No. SWP-27-3570 for improvement by construction and installation of: SW 7th Street/Naches Avenue SW Storm System Improvement Proiect—Phase I Work as described in"Scope of Work" dated June 2014 , attached hereto. .r All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and specifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that �w all of said labor, materials, appliances, machines, tools, equipment and services shall be furnished and the construction installation performed and completed to the satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all requirements of or arising under the Contract. The Contractor agrees to use recycled materials whenever practicable. 2) The aforesaid Contract, entered into by the acceptance of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached. r a) This Agreement b) Instruction to Bidders t.r c) Bid Proposal d) Specifications e) Maps and Plans f) Bid g) Advertisement for Bids h) Special Provisions, if any i) Technical Specifications, if any • rr 1 CI-2009 sr 3) If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten(10) days after the serving of such notice, such violation or non-compliance of any provision of the Contract shall cease and satisfactory *■+ arrangement for the correction thereof be made, this Contract, shall, upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the .r Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing said Contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. 4) The foregoing provisions are in addition to and not in limitation of any other rights or �r remedies available to the City. 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life,personal injury and/or damage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. This hold harmless and indemnification provision shall likewise apply for or on account of any patented or unpatented invention, process, article or appliance manufactured for use in the performance of the Contract, including its use by the City, unless otherwise specifically provided for in this Contract. The Contractor agrees to name the City as an additional insured on a noncontributory primary basis. In the event the City shall, without fault on its part, be made a party to any litigation commenced by or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Furthermore, Contractor agrees to pay all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of the covenants, provisions and agreements hereunder. Nothing herein shall require the Contractor to indemnify the City against and hold harmless the City, from claims, demands or suits based solely upon the conduct of the City, its officers or employees and provided further that if claims or suits are caused by or result from the concurrent negligence of(a) the Contractor's agents or employees and(b) the City, .r 2 C1-2009 +rr �r ar its agents, officers and employees, and involves those actions covered by RCW 4.24.115, this indemnity provision with respect to claims or suits based upon such concurrent negligence shall be valid and enforceable only to the extent of the Contractor's negligence or the negligence of the Contractor's agents or employees. Should a court of competent jurisdiction determine that this agreement is subject to RCW 4.24.115,then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the contractor and the city, its officers, officials, employees and volunteers, the contractor's liability do hereunder shall be only to the extent of the contractor's negligence. It is further specifically and expressly understood that the indemnification provided herein constitute the contractor's waiver of immunity under the Industrial Insurance Act, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this agreement. �+r 6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail, postage prepaid, certified or registered mail. as 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than _70_ working days from the date of commencement. For each and every go working day of delay after the established day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be the sum of per Section 1-08.9 of Standard Specifications as liquidated damages (and not as a penalty) for each such day,which shall be paid by the Contractor to the City. 8) Neither the final certificate of payment not any provision in the Contract nor partial or entire use of any installation provided for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. Defective or Unauthorized Work. The City reserves its right to withhold payment from Contractor for any defective or unauthorized work. Defective or unauthorized work includes, without limitation: work and materials that do not conform to the requirements of this Agreement; and extra work and materials furnished without the City's written approval. If Contractor is unable, for any reason, to satisfactorily complete any portion of the work, the City may complete the work by contract or otherwise, and Contractor shall be liable to the City for any additional costs incurred by the City. "Additional costs" shall mean all reasonable costs, including legal costs and attorney fees, incurred by the City beyond the maximum Contract price specified above. The City further reserves its right to deduct the cost to complete the Contract work, including any Additional Costs, from any and all arnounts due or to become due the Contractor. 3 CI-2009 �r .r rr The Contractor agrees the above one year limitation shall not exclude or diminish the City's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after one year but prior to the expiration of the legal time period set forth in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed or implied arising out of a written agreement. *a Final Payment: Waiver of Claims. THE CONTRACTOR'S ACCEPTANCE OF FINAL PAYMENT (EXCLUDING WITHHELD RETAINAGE) SHALL CONSTITUTE A WAIVER OF CONTRACTOR'S CLAIMS, EXCEPT THOSE PREVIOUSLY AND .r PROPERLY MADE AND IDENTIFIED BY CONTRACTOR AS UNSETTLED AT THE TIME FINAL PAYMENT IS MADE AND ACCEPTED. 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules, payrolls, reports, estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from time to time. 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the Contract, including the payment of all persons and firms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract; said bond to be in the full amount of the Contract price as specified in Paragraph 12. The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. 11) The Contractor shall verify, when submitting first payment invoice and annually thereafter, possession of a current City of Renton business license while conducting work for the City. The Contractor shall require, and provide verification upon request, that all subcontractors participating in a City project possess a current City of Renton business license. The Contractor shall provide, and obtain City approval of, a traffic control plan prior to conducting work in City right-of-way. 12) The total amount of this contract is the sum of $1.975,032.00 numbers One million nine hundred seventy five thousand thirty-two dollars and 00/100. written words r including Washington State Sales Tax. Payments will be made to Contractor as specified in the"Special Provisions" of this Contract. 13) INDEPENDENT CONTRACTOR. The parties intend that an Independent Contractor- " ' Employer Relationship will be created by this Agreement and that the Contractor has the ability to control and direct the performance and details of its work, the City being interested only in the results obtained under this Agreement. rr 14) LIMITATION OF ACTIONS. CONTRACTOR MUST, IN ANY EVENT, FILE ANY LAWSUIT ARISING FROM OR CONNECTED WITH THIS AGREEMENT WITHIN 120 CALENDAR DAYS FROM THE DATE THE CONTRACT WORK IS COMPLETE OR CONTRACTOR'S ABILITY TO FILE THAT CLAIM OR SUIT SHALL BE FOREVER BARRED. THIS SECTION FURTHER LIMITS ANY APPLICABLE STATUTORY LIMITATIONS PERIOD. 15) Non-Waiver of Breach. The failure of the City to insist upon strict performance of any of the covenants and agreements contained in this Agreement, or to exercise any option dw 4 CI-2009 rr �r conferred by this Agreement in one or more instances shall not be construed to be a waiver or relinquishment of those covenants, agreements or options, and the same shall be and remain in full force and effect. ■r 16) Written Notice. All communications regarding this Agreement shall be sent to the parties at the addresses listed on the signature page of the Agreement, unless notified to the contrary. as Any written notice hereunder shall become effective three(3)business days after the date of mailing by registered or certified mail, and shall be deemed sufficiently given if sent to the addressee at the address stated in this Agreement or such other address as may be hereafter .r specified in writing. 17) Assignment. Any assignment of this Agreement by either parry without the written consent of the non-assigning party shall be void. If the non-assigning party gives its consent to any assignment, the terms of this Agreement shall continue in full force and effect and no further assignment shall be made without additional written consent. 18) Modification. No waiver, alteration, or modification of any of the provisions of this Agreement shall be binding unless in writing and signed by a duly authorized representative of the city and Contractor. .�r 19) Compliance with Laws. The Contractor agrees to comply with all federal, state, and municipal laws, rules, and regulations that are now effective or in the future become applicable to Contractor's business, equipment, and personnel engaged in operations covered by this Agreement or accruing out of the performance of those operations. 20) Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute an original, and all of which will together constitute this one Agreement. IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. .rr TRACTOR ` CITY OF TON do Pre er/Owner Mayo Denis Law A E SjT f, r 7J/ Se e Jas n A. et , Dep ty City Clerk dba Road Coa�zuction Northwest,Inc. Firm Name check one ❑ Individual ❑ Partnership 71 Corporation Incorporated in j,OQ.A.,-,,, do 5 CI-2009 .r dr do Attention: If business is a CORPORATION, name of the corporation should be listed in full and both +■ President and Secretary must sign the contract, OR if one signature is permitted by corporation by-laws, a copy of the by-laws shall be furnished to the City and made a part of the contract document. If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a (doing business as) and firm or trade name; any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. air ,rr .r ar s ,rr s ar 6 CI-2009 rr w CITY OF RENTON SW 7th Street/ Naches Avenue SW Storm System Improvement Project— Phase I, SWP-27-3570 RETAINAGE SELECTION Per Standard Specifications Section 1-09.9(1)Retainage,and RCW 60.28, a sum of 5-percent of the monies earned by the Contractor will be retained from progress estimates. The retainage will be used as a trust fund for the protection and payment of(1)the State with respect to taxes,and(2)the claims of any person arising under the Contract. r Retainage shall be placed in a fund held by the City(non-interest bearing), unless the Contractor selects a one of the options listed below and completes all arrangements needed for that option to the satisfaction of the City. rr Other retainage fund options: x 1. Deposited by the City in an escrow account(interest bearing) in a bank, mutual savings bank, or savings and loan association. Deposits will be in the name of the Contractor and bank; and are not allowed to be withdrawn without the City's written authorization, or 2. The City, at its' option, may accept a bond from the Contractor in lieu of retainage. If the Contractor selects option 1 or 2 it is fully responsible for selecting the bank or association to be used, and for making all arrangements and paying all costs associated with that option. All arrangements and forms needed for option 1 or 2 shall be submitted to the City for review and approval. wr Release of the Retainage will be made 60 days following the Completion Date provided the conditions in Special Provisions Section 1-09.9(1), and applicable State Regulations, are met. SIGNED: PRINT NAME: Preside�rn COMPANY: Road Construction Northwest, Inc, DATE: ;7-,2 V—/5l �r r •` Client#: 105477 MCCACONS2 ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 07/21/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS 'r CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to all the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Monica Parks Propel Insurance PHONE g00 499-0933 FAX '� Tacoma Commercial Insurance E-MAIL o Ext: A/c,No): 866.577.1326 1201 Pacific Ave,Suite 1000 ADDRESS: map @propelinsurance.com Tacoma,WA 98402 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Charter Oak Fire Insurance Comp ■1 INSURED INSURER B:Travelers Property Casualty of Road Construction Northwest Inc dba RCNW INSURER C:Travelers Indemnity Co of Conne PO Box 188 Renton,WA 98057 INSURER D An INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A GENERAL LIABILITY X X DTC08B33735000F14 5/15/2014 05/15/2015 EACH OCCURRENCE _ $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE T RENTED PREMISES Ea occurrence $300000 CLAIMS-MADE I OCCUR MED EXP(Any one person) $10,000 X PD Ded:$5,000 PERSONAL&ADV INJURY $1,000,000 'r X1 WA Stop Gap GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY X PRO- JECT LOC $ MINED C AUTOMOBILE LIABILITY X X BA8B33735014CNS 5/1512014 05115/201 Ea a.."anISINGLE LIMIT 1,000,000 do X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident do $ B X UMBRELLA LIAB X OCCUR X X DTSMCUP8B337350TIL 0511512014 05115/201 EACH OCCURRENCE _ $3 000 000 EXCESS LIAB CLAIMS-MADE AGGREGATE s3:000:000 40 DED X RETENTION$1 O OOO $ C WORKERS COMPENSATION AND 5/15/2014 05/15/201 X WCSTATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N CA, NM,TX E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? ry] NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below L I E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE: SW 7th Street/Naches Avenue SW Storm Improvement Proect-Phase I,SWP-27-3570. The City of Renton is additional insured per the attached endosrement. II+ CERTIFICATE HOLDER CANCELLATION City of Renton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1055 South Grady Way ACCORDANCE WITH THE POLICY PROVISIONS. Renton,WA 98057 AUTHORIZED REPRESENTATIVE so ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD 411111' #S1455213/M1409967 KTR00 40 Road Construction Northwest Inc dba RCNW DTC08B33735000F14 .r COMMERCIAL GENERAL LIABILITY THiS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY .w BLANKET ADDITIONAL INSURED (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. WHO IS AN INSURED —(Section II) is amended c) The insurance provided to the additional in- to include any person or organization that you sured does not apply to "bodily injury" or agree in a "written contract requiring insurance" "property damage" caused by "your work" to include as an additional insured on this Cover- and included in the "products-completed op- age Part, but: erations hazard" unless the "written contract • a) Only with respect to liability for"bodily injury", requiring insurance" specifically requires you "property damage"or"personal injury"; and to provide such coverage for that additional insured, and then the insurance provided to b) If, and only to the extent that, the injury or the additional insured applies only to such wr damage is caused by acts or omissions of "bodily injury" or "property damage" that oc- you or your subcontractor in the performance curs before the end of the period of time for of "your work" to which the "written contract which the "written contract requiring insur- re uirin g insurance" applies. The P erson or ance requires you to provide such coverage +� organization does not qualify as an additional or the end of the policy period, whichever is insured with respect to the independent acts earlier. or omissions of such person or organization. 3. The insurance provided to the additional insured 2. The insurance provided to the additional insured by this endorsement is excess over any valid and by this endorsement is limited as follows: collectible "other insurance", whether primary, a) in the event that the Limits of Insurance of excess, contingent or on any other basis, that is this Coverage Part shown in the Declarations available to the additional insured for a loss we exceed the limits of liability required by the cover under this endorsement. However, if the "written contract requiring insurance", the in- "written contract requiring insurance" specifically surance provided to the additional insured requires that this insurance apply on a primary shall be limited to the limits of liability re- basis or a primary and non-contributory basis, quired by that "written contract requiring in- this insurance is primary to "other insurance" surance". This endorsement shall not in- available to the additional insured which covers crease the limits of insurance described in that person or organization as a named insured Section III—Limits Of Insurance. for such loss, and we will not share with that do b) The insurance provided to the additional in- "other insurance". But the insurance provided to sured does not apply to "bodily injury",ry", "prop- the additional insured by this endorsement still is f t damage" or "personal injury" arising out excess over any valid and collectible "other in- 40 o surance", whether primary, excess, contingent or of the rendering of, or failure to render, any on any other basis, that is available to the addi- professional architectural, engineering or sur- tional insured when that person or organization is veying services, including: an additional insured under such "other insur- 40 1. The preparing, approving, or failing to ance". prepare or approve, maps, shop draw- 4. As a condition of coverage provided to the ings, opinions, reports, surveys, field or- additional insured by this endorsement: ders or change orders, or the preparing, rr approving, or failing to prepare or ap- a) The additional insured must give us written prove, drawings and specifications; and notice as soon as practicable of an "occur- ii. Supervisory, inspection, architectural or rence" or an offense which may result in a claim. To the extent possible, such notice engineering activities. should include: to CG D2 46 08 05 C 2005 The St. Paul Travelers Companies, Inc. Page 1 of 2 aw Road Construction Northwest Inc dba RCNW #6 D-rCO8B33735000F14 COMMERCIAL GENERAL LIABILITY 86 L How, when and where the "occurrence" any provider of'other insurance"which would or offense took place; cover the additional insured for a loss we ft ii. The names and addresses of any injured cover under this endorsement. However, this persons and witnesses; and condition does not affect whether the insur- ance provided to the additional insured by iii. The nature and location of any injury or this endorsement is primary to 'other insur- ' damage arising out of the"occurrence"or ance" available to the additional insured offense. which covers that person or organization as a b) If a claim is made or"suit" is brought against named insured as described in paragraph 3. the additional insured, the additional insured above. must: 5. The following definition is added to SECTION V. L Immediately record the specifics of the —DEFINITIONS: claim or"suit"and the date received; and "Written contract requiring insurance" means ii. Notify us as soon as practicable. that part of any written contract or agreement The additional insured must see to it that we under which you are required to include a receive written notice of the claim or"suit"as person or organization as an additional in- go soon as practicable. sured on this Coverage Part, provided that the bodily injury and property damage' oc- c) The additional insured must immediately curs and the "personal injury" is caused by an send us copies of all legal papers received in offense committed: connection with the claim or"suit", cooperate a. After the signing and execution of the with us in the investigation or settlement of contract or agreement by you; the claim or defense against the "suit", and otherwise comply with all policy conditions. b. While that part of the contract or d) The additional insured must tender the de- agreement is in effect;and fense and indemnity of any claim or "suit' to c. Before the end of the policy period. srr rr ar Page 2 of 2 0 2005 The St. Paul Travelers Companies, Inc. CG D2 46 08 05 0 do Road Construction Northwest Inc dba RCNW DTC08B33735000F14 COMMERCIAL GENERAL LIABILITY wr THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. r CONTRACTORS XTEND ENDORSEMENT me This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART so GENERAL DESCRIPTION OF COVERAGE—This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to do the extent that coverage is excluded or limited by such an endorsement.The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages.Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights,duties,and what is and is not covered. +0 A. Aircraft Chartered With Pilot H. Blanket Additional Insured — Lessors Of Leased B. Damage To Premises Rented To You Equipment C. Increased Supplementary Payments 1. Blanket Additional Insured — States Or Political an D. Incidental Medical Malpractice Subdivisions—Permits J. Knowledge And Notice Of Occurrence Or Offense E. Who Is An Insured — Newly Acquired Or Formed Organizations K. Unintentional Omission • F. Who Is An Insured — Broadened Named Insured L. Blanket Waiver Of Subrogation —Unnamed Subsidiaries M. Amended Bodily Injury Definition G. Blanket Additional Insured — Owners, Managers N. Contractual Liability—Railroads Or Lessors Of Premises PROVISIONS INJURY AND PROPERTY DAMAGE LI- s A. AIRCRAFT CHARTERED WITH PILOT ABILITY: The following is added to Exclusion g., Aircraft, Exclusions c. and g. through n. do not apply Auto Or Watercraft,in Paragraph 2.of SECTION to premises damage". Exclusion f.(1)(a) I — COVERAGES — COVERAGE A BODILY IN- does not apply to"premises damage" caused JURY AND PROPERTY DAMAGE LIABILITY: by: This exclusion does not apply to an aircraft that a. Fire; is: b. Explosion; (a) Chartered with a pilot to any insured; c. Lightning; (b) Not owned by any insured;and d. Smoke resulting from such fire,explosion, (c) Not being used to carry any person or prop- or lightning;or •o erty for a charge. e. Water; B. DAMAGE TO PREMISES RENTED TO YOU unless Exclusion f. of Section I—Coverage A 1. The first paragraph of the exceptions in Ex- —Bodily injury And Property Damage Liability +� clusion j., Damage To Property, in Para- is replaced by another endorsement to this graph 2. of SECTION I — COVERAGES — Coverage Part that has Exclusion—All Pollu- COVERAGE A BODILY INJURY AND lion Injury Or Damage or Total Pollution Ex- PROPERTY DAMAGE LIABILITY is deleted. clusion in its title. 2. The following replaces the last paragraph of A separate limit of insurance applies to Paragraph 2., Exclusions, of SECTION I — "premises damage" as described in Para- COVERAGES — COVERAGE A. BODILY graph 6. of SECTION III — LIMITS OF IN- SURANCE. CG D3 16 11 11 ©2011 The Travelers Indemnity Company.All rights reserved. Page 1 of 6 ar Road Construction Northwest Inc dba RCNW DTC08B33735000F14 COMMERCIAL GENERAL LIABILITY Ir 3. The following replaces Paragraph 6. of SEC- C. INCREASED SUPPLEMENTARY PAYMENTS TION III—LIMITS OF INSURANCE: 1. The following replaces Paragraph 1.b. of IN Subject to 5. above, the Damage To Prem SUPPLEMENTARY PAYMENTS — COVER- ises Rented To You Limit is the most we will AGES A AND B of SECTION I — COVER- pay under Coverage A for damages because AGE: of "premises damage" to any one premises. b. Up to $2,500 for the cost of bail bonds to The Damage To Premises Rented To You required because of accidents or traffic Limit will apply to all "property damage" law violations arising out of the use of any proximately caused by the same "occur- vehicle to which the Bodily Injury Liability rence", whether such damage results from: Coverage applies.We do not have to fur- fire; explosion; lightning;smoke resulting from nish these bonds. such fire, explosion, or lightning; or water, or 2. The following replaces Paragraph 1.d. of any combination of any of these causes. SUPPLEMENTARY PAYMENTS — COVER- The Damage To Premises Rented To You AGES A AND B of SECTION I — COVER- Limit will be: AGES: a. The amount shown for the Damage To d. All reasonable expenses incurred by the Ila Premises Rented To You Limit on the insured at our request to assist us in the Declarations of this Coverage Part;or investigation or defense of the claim or b. $300,000 if no amount is shown for the "suit", including actual loss of earnings up Damage To Premises Rented To You to $500 a day because of time off from lire Limit on the Declarations of this Coverage work. Part. D. INCIDENTAL MEDICAL MALPRACTICE 4. The following replaces Paragraph a. of the 1. The following is added to the definition of"oc- w► definition of"insured contract" in the DEFINI- currence"in the DEFINITIONS Section: TIONS Section: "Occurrence" also means an act or omission a. A contract for a lease of premises. How- committed in providing or failing to provide ever, that portion of the contract for a "incidental medical services", first aid or lease of premises that indemnifies any "Good Samaritan services"to a person. person or organization for "premises 2. The following is added to Paragraph 2.a.(1)of damage"is not an"insured contract"; SECTION 11—WHO IS AN INSURED: Imo, 5. The following is added to the DEFINITIONS Paragraph (1)(d) above does not apply to Section: "bodily injury" arising out of providing or fail- "Premises damage" means "property dam- ing to provide: go age"to: (i) "Incidental medical services by any of a. Any premises while rented to you or tem- your "employees" who is a nurse practi- poradly occupied by you with permission tioner, registered nurse, licensed practical of the owner;or nurse, nurse assistant, emergency medi- as b. The contents of any premises while such cal technician or paramedic; or premises is rented to you,if you rent such (i1) First aid or"Good Samaritan services" by premises for a period of seven or fewer any of your "employees" or "volunteer to consecutive days. workers", other than an employed or vol- 6. The following replaces Paragraph 4.b.(1)(b) unteer doctor. Any such "employees" or of SECTION IV—COMMERCIAL GENERAL "volunteer workers" providing or failing to LIABILITY CONDITIONS: provide first aid or"Good Samaritan ser- ON (b) That is insurance for"premises damage'; vices" during their work hours for you will or be deemed to be acting within the scope 7. Paragraph 4.b.(1)(c) of SECTION IV — of their employment by you or performing COMMERCIAL GENERAL LIABILITY CON- duties related to the conduct of your busi- DITIONS is deleted. ness. +rr Page 2 of 6 O 2011 The Travelers Indemnity Company.All rights reserved. CG D3 16 1111 Road Construction Northwest Inc dba RCNW 1, DTC08B33735000F14 COMMERCIAL GENERAL LIABILITY it 3. The following is added to Paragraph 5. of 4. Any organization you newly acquire or form, SECTION III—LIMITS OF INSURANCE: other than a partnership, joint venture or lim- For the purposes of determining the applica- ited liability company, of which you are the ble Each Occurrence Limit, all related acts or sole owner or in which you maintain the ma- omissions committed in providing or failing to jority ownership interest, will qualify as a provide "incidental medical services", first aid Named Insured if there is no other insurance or"Good Samaritan services"to any one per- which provides similar coverage to that Or- son will be deemed to be one"occurrence". ganization. However: 4. The following exclusion is added to Para- a. Coverage under this provision is afforded graph 2., Exclusions, of SECTION I—COW only: ERAGES—COVERAGE A BODILY INJURY (1) Until the 180th day after you acquire or AND PROPERTY DAMAGE LIABILITY: form the organization or the end of the do Sale Of Pharmaceuticals policy period, whichever is earlier, if you "Bodily injury" or "property damage" arising do not report such organization In writing out of the willful violation of a penal statute or to us within 180 days after you acquire or do ordinance relating to the sale of pharmaceuti- form it;or cals committed by, or with the knowledge or (2) Until the end of the policy period, when consent of,the insured. that date is later than 180 days after you 5. The following is added to the DEFINITIONS acquire or form such organization, if you Section: report such organization in writing to us "Incidental medical services"means: within 180 days after you acquire or form a. Medical,surgical,dental, laboratory,x-ray it, and we agree in writing that it will con- •' or nursing service or treatment, advice or tinue to be a Named Insured until the end instruction, or the related furnishing of of the policy period; food or beverages;or b. Coverage A does not apply to "bodily injury" to b. The furnishing or dispensing of drugs or or "property damage" that occurred before medical, dental, or surgical supplies or you acquired or formed the organization; and appliances. c. Coverage B does not apply to "personal in- "Good Samaritan services" means any emer- jury" or "advertising injury" arising out of an do gency medical services for which no compen- offense committed before you acquired or sation is demanded or received. formed the organization. 6. The following is added to Paragraph 4.b., Ex- F. WHO IS AN INSURED —BROADENED NAMED cess Insurance, of SECTION IV — COM- INSURED—UNNAMED SUBSIDIARIES MERCIAL GENERAL LIABILITY CONDt- T10NS: The following is added to SECTION 11 —WHO IS AN INSURED: The insurance is excess over any valid and An of our subsidiaries, other than a partnership, collectible other insurance available to the in- sured,whether primary,excess,contingent or joint venture or limited liability company, that is on any other basis, that is available to any of not shown as a Named Insured in the Declara- your "employees" or "volunteer workers" for tions is a Named Insured if you maintain an own- "bodily injury' that arises out of providing or ership interest of more than 50% in such subsidi- failing to provide "incidental medical ser- ary on the first day of the policy period. vices", first aid or"Good Samaritan services" No such subsidiary is an insured for"bodily injury" to any person to the extent not subject to or"property damage" that occurred, or"personal Paragraph 2.a.(1) of Section 11 — Who Is An injury" or "advertising injury" caused by an of- Insured. fense committed after the date, if any, during the E. WHO IS AN INSURED — NEWLY ACQUIRED policy period, that you no longer maintain an OR FORMED ORGANIZATIONS ownership interest of more than 50% in such sub- The following replaces Paragraph 4. of SECTION sidiary. 11—WHO IS AN INSURED: rr +r� CG D3 16 11 11 Q 2011 The Travelers Indemnity Company.All rights reserved. Page 3 of 6 Road Construction Northwest Inc dba RCNW DTC08B33735000F14 COMMERCIAL GENERAL LIABILITY rr G. BLANKET ADDITIONAL INSURED—OWNERS, H. BLANKET ADDITIONAL INSURED— LESSORS MANAGERS OR LESSORS OF PREMISES OF LEASED EQUIPMENT The following is added to SECTION 11—WHO IS The following is added to SECTION 11 —WHO IS AN INSURED: AN INSURED: Any person or organization that is a premises Any person or organization that is an equipment owner, manager or lessor and that you have lessor and that you have agreed in a written con- agreed in a written contract or agreement to in- tract or agreement to include as an insured on clude as an additional insured on this Coverage this Coverage Part is an insured, but only with re- Part is an insured, but only with respect to liability spect to liability for"bodily injury", "property dam- for "bodily injury", "property damage", "personal age","personal injury"or"advertising injury"that: injury"or"advertising injury"that: a. Is "bodily injury" or "property damage" that a. Is "bodily injury' or "property damage that occurs, or is "personal injury" or"advertising occurs, or is "personal injury" or "advertising injury" caused by an offense that is commit- injury" caused by an offense that is commit- ted, subsequent to the execution of that con- ted, subsequent to the execution of that con- tract or agreement;and tract or agreement;and b. Is caused, in whole or in part, by your acts or b. Arises out of the ownership, maintenance or omissions in the maintenance, operation or use of that part of any premises leased to use of equipment leased to you by such you. equipment lessor. 66 The insurance provided to such premises owner, The insurance provided to such equipment lessor manager or lessor is subject to the following pro- is subject to the following provisions: visions: a. The limits of insurance provided to such a. The limits of insurance provided to such equipment lessor will be the minimum limits premises owner, manager or lessor will be which you agreed to provide in the written the minimum limits which you agreed to pro- contract or agreement, or the limits shown on vide in the written contract or agreement, or the Declarations,whichever are less. r the limits shown on the Declarations, which- everare less. b. The insurance provided to such equipment lessor does not apply to any bodily injury' or b. The insurance provided to such premises "property damage" that occurs, or "personal owner,manager or lessor does not apply to: " injury or advertising injury caused by an of- (1) Any "bodily injury" or "property damage" fense that is committed, after the equipment that occurs, or"personal injury"or"adver- lease expires. tising injury' caused by an offense that is c. The insurance provided to such equipment 10 committed, after you cease to be a tenant lessor is excess over any valid and collectible in that premises; or other Insurance available to such equipment (2) Structural alterations, new construction or lessor, whether primary, excess, contingent demolition operations performed by or on or on any other basis, unless you have behalf of such premises owner, lessor or agreed in the written contract or agreement manager. that this insurance must be primary to, or c. The insurance provided to such premises non-contributory with, such other insurance, owner, manager or lessor is excess over any in which case this insurance will be primary valid and collectible other insurance available to, and non-contributory with, such other in- to such premises owner, manager or lessor, surance. whether primary, excess, contingent or on I. BLANKET ADDITIONAL INSURED — STATES any other basis, unless you have agreed in OR POLITICAL SUBDIVISIONS—PERMITS the written contract or agreement that this in- The following is added to SECTION Il—WHO 1S surance must be primary to, or non- AN INSURED: contributory with, such other insurance, in which case this insurance will be primary to, Any state or political subdivision that has issued a and non-contributory with, such other insur- permit in connection with operations performed by ante. you or on your behalf and that you are required Im Page 4 of 6 ©2011 The Travelers Indemnity Company.All rights reserved. CG D3 16 11 11 Road Construction Northwest Inc dba RCNW DTC08B33735000F14 COMMERCIAL GENERAL LIABILITY dw by any ordinance, law or building code to include (ii) A manager of any limited liability as an additional insured on this Coverage Part is company;or an insured, but only with respect to liability for m An executive officer or director of "bodily injury", "property damage", "personal in- ( ) Y � 1 ry", 9 P any other organization; jury"or"advertising injury" arising out of such op- that is your partner, joint venture 'r erations. member or manager;or The insurance provided to such state or political (b) Any "employee" authorized by such subdivision does not apply to: partnership, joint venture, limited li- "" a. Any "bodily injury," "property damage," "per- ability company or other organization sonal injury" or"advertising injury" arising out to give notice of an "occurrence" or of operations performed for that state or po- offense. litical subdivision;or (3) Notice to us of such"occurrence"or of an b. Any "bodily injury" or "property damage" in- offense will be deemed to be given as cluded in the "products-completed operations soon as practicable if it is given in good hazard". faith as soon as practicable to your work- J. KNOWLEDGE AND NOTICE OF OCCUR- ers' compensation insurer. This applies RENCE OR OFFENSE only if you subsequently give notice to us The following is added to Paragraph 2., Duties In of the"occurrence"or offense as soon as The Event of Occurrence, Offense, Claim or practicable after any of the persons de- Suit, of SECTION IV — COMMERCIAL GEN- scribed in Paragraphs e. (1) or(2) above ERAL LIABILITY CONDITIONS: discovers that the"occurrence"or offense e. The following provisions apply to Paragraph may result in sums to which the insurance .r g P pp Y 9 P provided under this Coverage Part may a. above, but only for the purposes of the in- apply surance provided under this Coverage Part to you or any insured listed in Paragraph 1.or 2. However, if this Coverage Part includes an en- +■ of Section II—Who Is Insured: dorsement that provides limited coverage for "bodily injury" or "property damage" or pollution (1) Notice to us of such "occurrence" or of- costs arising out of a discharge, release or es- fense must be given as soon as practica- cape of"pollutants"which contains a requirement ble only after the"occurrence" or offense that the discharge, release or escape of "pollut- is known by you (if you are an individual), ants" must be reported to us within a specific any of your partners or members who is number of days after its abrupt commencement, an individual (if you are a partnership or this Paragraph e. does not affect that require- #W joint venture), any of your managers who ment. is an individual (if you are a limited liability K. UNINTENTIONAL OMISSION company), any of your "executive offi- cers" or directors (if you are an organiza- The following is added to Paragraph 6., Repre- tion other than a partnership,joint venture sentations, of SECTION IV — COMMERCIAL or limited liability company) or any "em- GENERAL LIABILITY CONDITIONS: ployee" authorized by you to give notice The unintentional omission of, or unintentional ,., of an'occurrence"or offense. error in, any information provided by you which (2) If you are a partnership, joint venture or we relied upon in issuing this policy will not preju- limited liability company, and none of your dice your rights under this insurance. However, partners, joint venture members or man- this provision does not affect our right to collect additional premium or to exercise our rights of agers are individuals, notice to us of such P "occurrence" or offense must be given as cancellation or nonrenewal in accordance with soon as practicable only after the "occur- applicable insurance laws or regulations. .r rence"or offense is known by: L. BLANKET WAIVER OF SUBROGATION (a) Any individual who is: The following is added to Paragraph B., Transfer (i) A partner or member of any part- Of Rights Of Recovery Against Others To Us, to nership or joint venture; of SECTION IV—COMMERCIAL GENERAL Ll- ABILITY CONDITIONS: VW CG D3 16 11 11 ©2011 The Travelers Indemnity Company.All rights reserved. Page 5 of 6 ,a Road Construction Northwest Inc dba RCNW DTCOBB33735000F14 COMMERCIAL GENERAL LIABILITY If the insured has agreed in a contract or agree- 3. "Bodily injury" means bodily injury, mental ment to waive that insured's right of recovery anguish,mental injury,shock,fright, disability, against any person or organization,we waive our humiliation, sickness or disease sustained by right of recovery against such person or organiza- a person, including death resulting from any tion,but only for payments we make because of of these at any time. a. "Bodily injury" or "property damage" that oc- N. CONTRACTUAL LIABILITY—RAILROADS curs;or 1. The following replaces Paragraph c. of the b. "Personal injury" or "advertising injury" definition of"insured contract' in the DEFINI- caused by an offense that is committed; TIONS Section: subsequent to the execution of that contract or c. Any easement or license agreement; agreement. 2. Paragraph f.(1) of the definition of "insured M. AMENDED BODILY INJURY DEFINITION contract' in the DEFINITIONS Section is de- leted. The following replaces the definition of bodily injury"in the DEFINITIONS Section: 11iti r r� ■r to Page 6 of 6 d 2011 The Travelers Indemnity Company.All rights reserved. CG D3 16 1111 W we No . Road Construction Northwest Inc dba RCNW 05/15/2014 COMMERCIAL GENERAL LIABILITY 40 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY .w DESIGNATED PROJECT(S) GENERAL AGGREGATE LIMIT 4. This endorsement modifies insurance provided under the following: to COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Project Designated Project(s): General Aggregate(s): ANY DESIGNATED PROJECT(S) YOU ARE REQUIRED $GENERAL AGGREGATE TO INCLUDE A DESIGNATED PROJECT(S) GENERAL LIMIT SHOWN ON THE AGGREGATE LIMIT COVERAGE ON THIS POLICY BY A DECLARATIONS WRITTEN CONTRACT OR WRITTEN AGREEMENT IN EFFECT DURING THIS POLICY PERIOD AND SIGNED AND EXECUTED BY YOU PRIOR TO THE LOSS FOR °W WHICH COVERAGE IS SOUGHT. A. For all sums which the insured becomes legally 3. Any payments made under COVERAGE A. obligated to pay as damages caused by 'occur- for damages or under COVERAGE C. for rences" under COVERAGE A. (SECTION 1), and medical expenses shall reduce the Desig- for all medical expenses caused by accidents un- nated Project General Aggregate Limit for der COVERAGE C (SECTION 1), which can be that designated "project". Such payments �= attributed only to operations at a single desig- shall not reduce the General Aggregate Limit nated "project"shown in the Schedule above: shown in the Declarations nor shall they re- =_ 1. A separate Designated Project General Ag- duce any other Designated Project General gregate Limit applies to each designated "pro- Aggregate Limit for any other designated ject", and that limit is equal to the amount of "project"shown in the Schedule above. the General Aggregate Limit shown in the 4. The limits shown in the Declarations for Each �= Declarations, unless separate Designated Occurrence, Damage To Premises Rented Project General Aggregates) are sched- To You and Medical Expense continue to uled above, apply. However, instead of being subject to 2. The Designated Project General Aggregate the General Aggregate Limit shown in the ^± Limit is the most we will pay for the sum of all Declarations, such limits will be subject to the damages under COVERAGE A., except applicable Designated Project General Ag- damages because of "bodily injury" or"prop- gregate Limit. orr o,_ erty damage" included in the "products- 8. For all sums which the insured becomes legally o completed operations hazard", and for medi- obligated to pay as damages caused by "occur- cal expenses under COVERAGE C, regard- rences" under COVERAGE A. (SECTION 1), and rrr less of the number of: for all medical expenses caused by accidents un- a. Insureds: der COVERAGE C. (SECTION 1), which cannot b. Claims made or"suits" brought; or be attributed only to operations at a single desig- nated "project"shown in the Schedule above: ar c. Persons or organizations making claims or bringing"suits". or 01357e CG D2 11 01 04 Copyright,The Travelers Indemnity Company, 2004 Page 1 of 2 wr Road Construction Northwest Inc dba RCNW 05/15/2014 COMMERCIAL GENERAL LIABILITY 1. Any payments made under COVERAGE A. vided, any payments for damages because of for damages or under COVERAGE C. for "bodily injury" or "properly damage" included in •r medical expenses shall reduce the amount the "products-completed operations hazard" will available under the General Aggregate Limit reduce the Products-Completed Operations Ag- or the Products-Completed Operations Ag- gregate Limit, and not reduce the General Aggre- gregate Limit, whicheveris applicable; and gate Limit nor the Designated Project General 2. Such payments shall not reduce any Desig- Aggregate Limit. nated Project General Aggregate Limit. E. For the purposes of this endorsement the Defini- C, Part 2. of SECTION III—LIMITS OF INSURANCE tions Section is amended by the addition of the IN is deleted and replaced by the following: following definition: 2. The General Aggregate Limit is the most we "Project" means an area away from premises will pay for the sum of: owned by or rented to you at which you are per- forming operations pursuant to a contract or a. Damages under Coverage B; and agreement. For the purposes of determining the b. Damages from 'occurrences" under applicable aggregate limit of insurance, each COVERAGE A (SECTION 1) and for all "project' that includes premises involving the 11110 medical expenses caused by accidents same or connecting lots, or premises whose con- under COVERAGE C (SECTION 1) which nection is interrupted only by a street, roadway, cannot be attributed only to operations at waterway or right-of-way of a railroad shall be W a single designated"project'shown in the considered a single "project". SCHEDULE above. F. The provisions of SECTION III — LIMITS OF D. When coverage for liability arising out of the INSURANCE not otherwise modified by this en- 4y "products-completed operations hazard" is pro- dorsement shall continue to apply as stipulated. err irr go Page 2 of 2 Copyright,The Travelers Indemnity Company, 2004 CG D2 11 01 04 �Y Road Construction Northwest Inc dba RCNW ' BA8B33735014CNS COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. wr BUSINESS AUTO EXTENSION ENDORSEMENT do This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM +■ With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement. GENERAL DESCRIPTION OF COVERAGE—This endorsement broadens coverage. However,coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights,duties,and what is and is not covered. A. BROAD FORM NAMED INSURED H. HIRED AUTO PHYSICAL DAMAGE — LOSS • OF USE—INCREASED LIMIT B. BLANKET ADDITIONAL INSURED 1. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES—INCREASED LIMIT *r C. EMPLOYEE HIRED AUTO J. PERSONAL EFFECTS D. EMPLOYEES AS INSURED K. AIRBAGS E. SUPPLEMENTARY PAYMENTS — INCREASED L. NOTICE AND KNOWLEDGE OF ACCIDENT LIMITS OR LOSS F. HIRED AUTO — LIMITED WORLDWIDE M. BLANKET WAIVER OF SUBROGATION COVERAGE—INDEMNITY BASIS G. WAIVER OF,DEDUCTIBLE—GLASS N. UNINTENTIONAL ERRORS OR OMISSIONS PROVISIONS A. BROAD FORM NAMED INSURED executed by you before the "bodily injury" or • The following is added to Paragraph A.1.,Who Is "property damage" occurs and that is in effect An Insured, of SECTION Il — LIABILITY COV- during the policy period, to be named as an addi- ERAGE: tlonal insured is an "insured" for Liability Cover- age, but only for damages to which this insurance Any organization you newly acquire or form dur- applies and only to the extent that person or or- ing the policy period over which you maintain ganization qualifies as an "insured" under the 50% or more ownership interest and that is not Who Is An insured provision contained in Section separately insured for Business Auto Coverage. II. Coverage under this provision is afforded only un- C. EMPLOYEE HIRED AUTO til the 180th day after you acquire or form the or- ganization or the end of the policy period, which- 1. The following is added to Paragraph A.1., ever is earlier. Who Is An Insured, of SECTION II — LI- B. BLANKET ADDITIONAL INSURED ABILITY COVERAGE: The following is added to Paragraph c. in A.1., An "employee" of yours is an "insured" while Who Is An Insured, of SECTION 11—LIABILITY operating an "auto" hired or rented under a r contract or agreement in that "employee's" COVERAGE: name,with your permission, while performing Any person or organization who is required under duties related to the conduct of your busi- a written contract or agreement between you and ness. r that person or organization, that is signed and CA T3 53 02 12 0 2010 The Travelers Indemnity Company Page 1 of 4 • Includes copyrighted material of Insurance Services Office,Inc.with its permission. r Road Construction Northwest Inc dba RCNW BA8633735014CNS COMMERCIAL AUTO 2. The following replaces Paragraph b. in B.5., within such country or jurisdiction, for Liability Other Insurance, of SECTION IV — BUSI- Coverage for any covered "auto" that you NESS AUTO CONDITIONS: lease, hire, rent or borrow without a driver for b. For Hired Auto Physical Damage Cover- a period of 30 days or less and that is not an age, the following are deemed to be cov- you lease, hire, rent or barrow from 'auto any of your"employees", partners (if you are ered"autos"you own: a partnership), members (if you are a limited (1) Any covered "auto" you lease, hire, liability company) or members of their house- rent or borrow;and holds. (2) Any covered"auto"hired or rented by (a) With respect to any claim made or"suit' your "employee" under a contract in brought outside the United States of that individual "employee's" name, America, the territories and possessions with your permission, while perform- of the United States of America, Puerto ing duties related to the conduct of Rico and Canada: your business. (i) You must arrange to defend the "in- However, any"auto"that is leased, hired, sured"against,and investigate or set- rented or borrowed with a driver is not a tle any such claim or"suit" and keep covered"auto". us advised of all proceedings and ac- D. EMPLOYEES AS INSURED tions. The following is added to Paragraph A.1.,Who Is (ii) Neither you nor any other involved An Insured, of SECTION II — LIABILITY COV- "insured" will make any settlement ERAGE: without our consent. Any"employee"of yours is an"insured"while us- (ill)We may, at our discretion, participate ing a covered"auto"you don't own, hire or borrow in defending the "insured" against, or wr in your business or your personal affairs. in the settlement of, any claim or E. SUPPLEMENTARY PAYMENTS — INCREASED "suit". LIMITS (iv)We will reimburse the "insured" for sums that the "insured" legally must 1. The following replaces Paragraph A.2.a.(2), pay as damages because of "bodily of SECTION II—LIABILITY COVERAGE: injury" or"property damage"to which (2) Up to $3,000 for cost of bail bonds (in- this insurance applies, that the "in- , cluding bonds for related traffic law viola- sured" pays with our consent, but lions) required because of an "accident" only up to the limit described in Para- we cover. We do not have to furnish graph C., Limit Of Insurance, of SEC- these bonds. TION Il—LIABILITY COVERAGE. wr 2. The following replaces Paragraph A.2.a.(4), (v) We will reimburse the "insured" for of SECTION II—LIABILITY COVERAGE: the reasonable expenses incurred (4) All reasonable expenses incurred by the with our consent for your investiga- "insured" at our request, including actual tion of such claims and your defense loss of earnings up to $500 a day be- of the "insured" against any such cause of time off from work. "suit", but only up to and included within the limit described in Para- F. HIRED AUTO — LIMITED WORLDWIDE COV- graph C., Limit Of Insurance, of ERAGE—INDEMNITY BASIS SECTION II — LIABILITY COVER- The following replaces Subparagraph (5) in Para- AGE, and not in addition to such limit. graph B.7., Policy Period, Coverage Territory, Our duty to make such paymentsi of SECTION IV — BUSINESS AUTO CONDI- ends when we have used up the ap- TIONS: plicable limit of insurance in pay- (5) Anywhere in the world, except any country or ments for damages, settlements or jurisdiction while any trade sanction, em- defense expenses. bargo, or similar regulation imposed by the (b) This insurance is excess over any valid United States of America applies to and pro- and collectible other insurance available hibits the transaction of business with or e Page 2 of 4 @ 2010 The Travelers Indemnity Company CA T3 53 02 12 Includes copyrighted material of Insurance Services Office,Inc.with its permission. r�r rr1 Road Construction Northwest Inc dba RCNW BA8B33735014CNS rr COMMERCIAL AUTO to the "insured" whether primary, excess J. PERSONAL EFFECTS ilrll contingent or on any other basis. The following is added to Paragraph A.4., Cover- (c) This insurance is not a substitute for re- age Extensions, of SECTION III — PHYSICAL quired or compulsory insurance in any DAMAGE COVERAGE: country outside the United States, its ter- Personal Effects ritories and possessions, Puerto Rico and Canada. We will pay up to $400 for"loss" to wearing ap- You agree to maintain all required or parel and other personal effects which are: r compulsory insurance in any such coun- (1) Owned by an"insured";and try up to the minimum limits required by (2) In or on your covered"auto". local law. Your failure to comply with This coverage applies only in the event of a total compulsory insurance requirements will theft of our covered"auto". not invalidate the coverage afforded by Y this policy, but we will only be liable to the No deductibles apply to this Personal Effects same extent we would have been liable coverage. had you complied with the compulsory in- K. AIRBAGS surance requirements. The following is added to Paragraph 13.3., Exclu- (d) It is understood that we are not an admit- sions, of SECTION III — PHYSICAL DAMAGE ted or authorized insurer outside the COVERAGE: wr United States of America, its territories Exclusion 3.a. does not apply to "loss" to one or and possessions, Puerto Rico and Can- more airbags in a covered"autd' you own that in- ada. We assume no responsibility for the flate due to a cause other than a cause of"loss" furnishing of certificates of insurance, or set forth in Paragraphs A.1.b. and A.1.c., but for compliance in any way with the laws of other countries relating to insurance. only: G. WAIVER OF DEDUCTIBLE—GLASS a. If that"auto" is a covered "auto"for Compre- hensive Coverage under this policy; The following is added to Paragraph D., De- b. The airbags are not covered under any war- ductible, of SECTION Ill—PHYSICAL DAMAGE ranty;and COVERAGE: No deductible for a covered "auto" will apply to c. The airbags were not intentionally inflated. glass damage if the glass is repaired rather than We will pay up to a maximum of$1,000 for any replaced. one"loss". H. HIRED AUTO PHYSICAL DAMAGE—LOSS OF L. NOTICE AND KNOWLEDGE OF ACCIDENT OR 40 USE—INCREASED LIMIT LOSS The following replaces the last sentence of Para- The following is added to Paragraph A.2.a., of graph A.4.b., Loss Of Use Expenses, of SEC- SECTION IV—BUSINESS AUTO CONDITIONS: 10 TION Ill—PHYSICAL DAMAGE COVERAGE: Your duty to give us or our authorized representa- However, the most we will pay for any expenses tive prompt notice of the "accident" or"loss" ap- for loss of use is $65 per day, to a maximum of plies only when the "accident" or"loss" is known $750 for any one"accident". to: im If are an individual I. PHYSICAL DAMAGE — TRANSPORTATION (a) You(� Y ou ); EXPENSES—INCREASED LIMIT (b) A partner(if you are a partnership); The following replaces the first sentence in Para- (c) A member (if you are a limited liability com- e" graph A.4.a., Transportation Expenses, of pany); SECTION III — PHYSICAL DAMAGE COVERA- (d) An executive officer, director or insurance GE: manager(if you are a corporation or other or- ,,,,,, We will pay up to $50 per day to a maximum of ganization);or $1,500 for temporary transportation expense in- (e) Any"employee"authorized by you to give no- curred by you because of the total theft of a cov- tice of the"accident"or"loss". ered"auto"of the private passenger type. 1W CA T3 53 02 12 0 2010 The Travelers Indemnity Company Page 3 of 4 Includes copyrighted material of Insurance Services Office,Inc.with its permission. aw Road Construction Northwest Inc dba RCNW BA8B33735014CNS COMMERCIAL AUTO M. BLANKET WAIVER OF SUBROGATION such contract. The waiver applies only to the The following replaces Paragraph A.S., Transfer person or organization designated in such Of Rights Of Recovery Against Others To Us, contract. of SECTION IV — BUSINESS AUTO CONDI- N. UNINTENTIONAL ERRORS OR OMISSIONS TIONS: The following is added to Paragraph B.2., Con- 5. Transfer Of Rights Of Recovery Against cealment, Misrepresentation, Or Fraud, of Others To Us SECTION IV—BUSINESS AUTO CONDITIONS: We waive any right of recovery we may have The unintentional omission of, or unintentional against any person or organization to the ex- error in, any information given by you shall not tent required of you by a written contract prejudice your rights under this insurance. How- signed and executed prior to any "accident" ever this provision does not affect our right to col- or"loss", provided that the"accident"or"loss" lect additional premium or exercise our right of arises out of operations contemplated by cancellation or non-renewal. X11► r► !rr r ililY Page 4 of 4 ©2010 The Travelers indemnity Company CA T3 53 02 12 Includes copyrighted material of Insurance Services Office,Inc.with Its permission. ✓�li err UMBRELLA POLICY NUMBER: DTSMCUP8B337350TIL ISSUE BATE: -THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL EXCESS LIABILITY(UMBRELLA)INSURANCE SCHEDULE r Name of Person(s)or Organization(s): City of Renton 1055 South Grady Way Renton,WA 98057 We waive any rights of recovery we may have against c. "Your work" or "your products" within the "prod- any person(s) or organization(s) shown in the Sched- acts-completed operations hazard";or ule above because of payments we make for "bodily d. The"auto hazard". injury","property damage","personal injury" or"adver- tisinginjury"arising out of: We waive these rights only where you have agreed to do so as part of a written contract or agreement en- do a. Premises owned by you, temporarily occupied by tered into by you before,and in effect when,the"bod- you with permission of the owner, or leased or ily injury" or "property damage" occurs, or the "per- rented to you; sonal injury" offense or"advertising injury" offense is b. Ongoing operations performed by you, or on your committed. behalf, under a contract or agreement with that The waiver applies only to the person(s) or organiza- person or organization; tion(s)shown in the Schedule above. �w r r �r UM 04 69 04 08 ©2008 The Travelers Companies,Inc. Page 1 of 1 err This page has been left blank intentionally. rrr err ■w ilillfr err r +r .r BOARD OF DIRECTORS SPECIAL MEETING OF Road Construction Northwest, Inc. The undersigned, being the sole Director of the above corporation, hereby ' executes these minutes of the Special Meeting of the Directors of the Corporation, pursuant to the Corporation's Articles and Bylaws, and to RCW 23B.02.050 and RCW 23A.08.210 as it relates to director action, and authorize, approve, and consent to the adoption of the following RESOLUTION. AUTHORIZATION FOR JEFFREY M. KANYER PASSED AND APPROVED: RESOLVED, that Jeffrey M. Kanyer shall have the right, privilege and authority to sign legally binding documents on behalf of the corporation. This shall extend to bids, and bid documents, licenses, bonds and insurance policies, construction and related contracts, purchase and sales contracts, loan and loan collateral agreements,. disbursement checks, and other legally binding agreements, as required by the corporation. This right, privilege and authority shall remain in effect until terminated in writing by resolution. Dated this l� day of : -.3= - tf___ , 2011 DIRECTOR:Jffr y L�Kanyer" CERTIFICATION: The undersigned, being the Corporate Secretary, herby certifies that the above minutes are a true and correct copy of the minutes of the Special Meeting of Board of Directors of Road Construction Northwest, Inc. CORPORATE SEC" ARY: ,Peter J. Ke ey-- .r HUMAN RESOURCES D _C�f�O� do AND RISK MANAGEMENT � t[ is M E M O R A N ' D U M DATE: July 24, 2014 w TO: Hebe Bernardo FROM: Gary B. Lamb, Risk Manager SUBJECT: Insurance Review/Road Construction Northwest, Inc. Project: Construction of the.W 7th Street/ Naches Avenue SW Storm System Improvement Project- Phase I I have reviewed the certificate of insurance for the above-mentioned entity. The insurance certificate meets the city's risk management requirements. do do dW .r �r ■r c:\users\hbernardo\appdata\local\microsoft\windows\temporary internet files\content.outlook\7ipgsu56\road construction northwest_bernardo 2014.doc err BOARD OF DIRECTORS SPECIAL, MEETING OF Road Construction Northwest, Inc. The undersigned, being the sole Director of the above corporation, hereby executes these minutes of the Special Meeting of the Directors of the Corporation, pursuant to the Corporation's Articles and Bylaws, and to RCW 2313.02.050 and RCW 23A.08.210 as it relates to director action, and authorize, approve, and consent to the adoption of the following RESOLUTION. AUTHORIZATION FOR JEFFREY M. KANYER PASSED AND APPROVED: RESOLVED, that Jeffrey M. Kanyer shall have the right, privilege and authority to sign legally binding documents on behalf of the corporation. This shall extend to bids, and bid documents, licenses, bonds and insurance policies, construction and related contracts, purchase and sales contracts, loan and loan collateral agreements, disbursement checks, and other legally binding agreements, as required by the corporation. This right, privilege and authority shall remain in effect until terminated in writing by resolution. N Dated this day of /1t? 3'F , 2011 iy i DIRECTOR: Jeffrey 4, Kany r CERTIFICATION: The undersigned, being the Corporate Secretary, herby certifies that the above minutes are a true and correct copy of the minutes of the Special Meeting of Board of Directors of Road Construction Northwest, Inc. CORTRATE SECTARY: a wr HUMAN RESOURCES c�tyof AND RISK MANAGEMENT D e��O��(60;R' r M E M O R A N ' D U M DATE: July 24, 2014 TO: Hebe Bernardo FROM: Gary B. Lamb, Risk Manager SUBJECT: Insurance Review/Road Construction Northwest, Inc. Project: Construction of the.�W.7th Street/ Naches Avenue SW Storm System Improvement Project- Phase-I I have reviewed the certificate of insurance for the above-mentioned entity. The err insurance certificate meets the city's risk management requirements. rr �r err r\L,s arc\hhernardo\al-r iata\!oral\Microsoft\winrlowc\tem..norary intern Pt files\,content.nut[ook\Tpgsu56\road construction northwest bernardo 2014.doc do BOARD OF DIRECTORS SPECIAL MEETING OF s" Road Construction Northwest, Inc. The undersigned, being the sole Director of the above corporation, hereby executes these minutes of the Special Meeting of the Directors of the Corporation, pursuant to the Corporation's Articles and Bylaws, and to RCW 23B.02.050 and RCW 23A.08.210 as it relates to director action, and authorize, approve, and consent to the adoption of the following RESOLUTION. AUTHORIZATION FOR JEFFREY M. IAINYER PASSED AND APPROVED: RESOLVED, that Jeffrey M. Kanyer shall have the right, privilege and authority to sign legally binding documents on behalf of the corporation. This shall extend to bids, and bid documents, licenses, bonds and insurance policies, construction and related contracts, purchase and sales contracts, loan and loan collateral agreements, disbursement checks, and other legally binding agreements, as required by the .�, corporation. This right, privilege and authority shall remain in effect until terminated in writing by resolution. v Dated this day of 2011 J s. DIRECTOR: Jeffry "Kanyer'` I ` CERTIFICATION: The undersigned, being the Corporate Secretary, herby certifies that the above minutes are a true and correct copy of the minutes of the Special Meeting of Board of Directors of Road Construction Northwest, Inc. CORP�R�TE SECTARY: 40 40 HUMAN RESOURCES D City 0 f Q AND RISK MANAGEMENT ���O� `' +rr M E M O R A N ' D U M DATE: July 24, 2014 TO: Hebe Bernardo FROM: Gary B. Lamb, Risk Manager to SUBJECT: Insurance Review/Road Construction Northwest, Inc. Project: Construction of the.S,W 7th Street/ Naches Avenue SW Storm System Improvement Project- Phase I I have reviewed the certificate of insurance for the above-mentioned entity. The i insurance certificate meets the city's risk management requirements. rrr go r•\users\hhernarcin\apnd-3ta\local\mirrn,n t\windows\temporary imernet files\conrent.ajtlook\7ipgsu56\road construction northwest oernardo 2014.doc YG J t W � r, s. Mu � City of ,yam'-Ml : RR1/ �L �I 11111Nti1�IUII HULY AGE E ATE - °... , ti a s .% m Ix � a err WASHINGTON STATE PREVAILING WAGE RATES FOR PUBLIC WORKS CONTRACTS REFERENCE The State of Washington Prevailing Wage Rates applicable for this public works contract, which is located in K- ins County, may be found at the following website address of the Department of Labor rr and Industries: https://fortress.wa.gov/lni/wagelookup//prvWa elg ookup.aspx wrr Based on the bid submittal deadline for this project,the applicable effective date for prevailing wages for this project is_June 2014_. A copy of the applicable prevailing wages rates is also available for viewing at the office of the Owner, located at Renton City Hall, 1055 South Grady Way, Renton, Washington. rr► Upon request,the Owner will mail a hard copy of the applicable prevailing wage rates for this project. rr `w err ur iW .r 21-State Prevailing Wages Reference\ ar Journey Level Rates for Public Works Contracts Page 1 of 13 Omw Washington State Department of Labor & Industries Home Trades&Licensing j Contractors I Hiring a Contractor Look Up Contractors or Tradespeople rr� Prevailing Wage Rates for Public Works Contracts �. s-, ' Help for this pace Printer Friendly Look Up Journey Level Rates „r Important Note about Rates: Choosing correct worker classifications depends upon determinations published by L&L Review our Determinations. Look up Prevailing Wage rates with effective dates as far back as March 4, 1998. ;'Which rates(effective date)should you select? err + When are Prevailing Wage rates updated? Select County Select Trade t Adams Asotin �� Benton ,rr Chelan Clallam Clark Columbia Cowlitz Douglas Ferry Franklin Dredge Workers rr Ge'Wa e5 �a, tQownload �e$_ °, Apprentice Waees Effective Date: 5/13/2014 17Z �' u �, 4���y; �, �•�s. ...w:K..�W� aw Benefit Code Key for 5/13/2014 Count Trade Job Classification Wage- Holiday Overtime Note King Asbestos Abatement Workers Journey Level $41.69 5D 1H King Boilermakers Journey Level $64.44 5h 1C ;King Brick Mason Brick And Block Finisher $43.26 LA 1M r King Brick Mason Journey Level $50.12 LA 1M King Brick Mason Pointer-Caulker-Cleaner $50.12 5A 1M iKing Buitdina Service Employees Janitor $20.59 5S 2F }King Building Service Employees Traveling Waxer/Shampooer $21.00 55 2F rr King Building Service Employees Window Cleaner(Non-Scaffold) $24.29 LS _- King Building Service Employees Window Cleaner(Scaffold) $25.15 5S ?F King Cabinet Makers tin Shop 1 Journey Level $22.74 1_ rirr '� ar Journey Level Rates for Public Works Contracts rage 2 of 13 �r King Carpenters Acoustical Worker $50.821 5D 1M King Carpenters Bridge, Dock And Wharf Carpenters $50.82 5D 1M King Carpenters Carpenter $50.82 5D 1M King Carpenters Carpenters on Stationary Tools $50.95 5D 1M King QLLenters Creosoted Material $50.92 5D 1M ;King Carpenters Floor Finisher $50.82 5D 1M King Carpenters Floor Layer $50.82 5D 1M 'King Carpenters Scaffold Erector $50.82 5D 1M j King Cement Masons Journey Level $51.18 7A 1M King Divers&Tenders Diver $105.37 5D M 8A 'King Divers 8 Tenders Diver On Standby $59.50 5D 1M King Divers 8 Tenders Diver Tender $54.82 5D 1M King Divers&Tenders Surface Rcv ii Rov Operator $54.82 5D 9M King Divers&Tenders Surface Rcv&Rov Operator Tender $51.07 5A 1B !King Dredge Workers Assistant Engineer $53.00 5D 3F King Dredge Workers Assistant Mate(Deckhand) $52.581 5D 3F ,King Dredge Workers Boatmen $52.30 5D 3F ( to King Dredge Workers Engineer Welder $54.04 5D 3F King Dredge Workers Leverman,Hydraulic $55.17 5D 3F 4 King Dredge Workers Mates $52.30 5D 3F King Dredge Workers Oiler $52.58 5D 3F King Drywall Applicator Journey Level $50.821 5D 1H King Drywall Tapers Journey Level $50.871 5P 1E King Electrical Fixture Maintenance Workers Journey Level $25.84 5L 1 E King Electricians-Inside Cable Splicer $65.69 7C 2W King Electricians -Inside Cable Splicer(tunnel) $70.52 7C 2W King Electricians-Inside Certified Welder $63.49 7C 2W King Electricians-Inside Certified Welder(tunnel) $68.10 7C 2W King Electricians-Inside Construction Stock Person $35.69 7C 2W King Electricians-Inside Journey Level $61.30 7C 2W King Electricians-Inside Journey Level(tunnel) $65.69 7C 2W g King Electricians-Motor Shoo Craftsman $15.37 1 King Electricians-Motor Shoo Journey Level $14.69 1 King Electricians-Powerline Construction Cable Splicer $68.33 5A 4A 'King Electricians-Powerline Construction Certified Line Welder $62.501 5A 4A ° King Electricians- Powerline Construction Groundperson $42.56 5A 4A j King Electricians-Powerline Construction Heavy Line Equipment Operator $62.50 5A 4A King Electricians- Powerline Construction Journey Level Lineperson $62.50 5A 4A King Electricians- Powerline Construction Line Equipment Operator $52.47 5A 4A King Electricians- Powerline Construction Pole Sprayer $62.50 5A A King Electricians-Powerline Construction Powderperson $46.551 5A 4A )King Electronic Technicians Journey Level $31.00 1 `King Elevator Constructors Mechanic $80.14 7D 4A King Elevator Constructors Mechanic In Charge $86.77 7D 4A j King Fabricated Precast Concrete Products All Classifications-In-Factory Work $15.25 5B 1 R j Only ;King Fence Erectors Fence Erector $15.18 1 iKing Ltaggers Journey Level $35.34 7A 31 iKing, Glaziers Journey Level $53.76 71. 1Y King Heat ft Frost Insulators And Asbestos Journeyman $58.93 5J 15 Workers j King Heating Eouipment Mechanics Journey Level $69.37 7F 1E King Hod Carriers Et Mason Tenders Journey Level $42.991 7A 31 i &�. Journey Level Rates for Public Works Contracts Page 3 of 13 am O King Industrial Power Vacuum Cleaner Journey Level $4.32 > i King Inland Boatmen Boat Operator $54.57 5B do King Inland Boatmen Cook $50.95 -B 1 KK King Inland Boatmen Deckhand $51.19 5B King Inland Boatmen Deckhand Engineer $52.18 56 1K King Inland Boatmen Launch Operator $53.40 5B 1K 1K King Inland Boatmen Mate $53.40 56 S King Inspection/Cleaning/Seating Of Sewer Cleaner Operator, Foamer Operator $31.49 1 Et Water Systems By Remote Control irr 'King Inspection/Cleanine/Seating Of Sewer Grout Truck Operator $11.48 1_ &Water Svstems'Bv Remote Control iKing Inspection/Cleaning/Sealing Of Sewer Head Operator $24.91 1_ Cat Water Systems By Remote Control err 1 King Inspection/Cleaning/Seating Of Sewer Technician $19.33 1 a Water Systems By Remote Control i King Inspection/Cleaning/Seating Of Sewer Tv Truck Operator $20.45 1 a Water Systems By Remote Control ow ;King Insulation Applicators Journey Level $50.82 5D 1M r IKing Ironworkers Journeyman $59.77 7N 10 i -King Laborers Air,Gas Or Electric Vibrating Screed $41.69 7A 31 r1! King Laborers Airtrac Drill Operator $42.99 7A 31 King Laborers Ballast Regular Machine $41.69 7A 31 King' Laborers Batch Weighman $35.34 7A 31 King Laborers Brick Pavers $41.69 7A 31 i r� Brush Cutter $41.69 7A 31 ;King Laborers King Laborers Brush Hog Feeder $41.69 7A 31 King Laborers Burner $41.69 7A 31 i ;King Laborers Caisson Worker $42.99 7A 31 King Laborers Carpenter Tender $41.69 7A 31 King Laborers Caulker $41.69 7A 31 err King Laborers Cement Dumper-paving $42.46 7A 31 King Laborers Cement Finisher Tender $41.69 7A 31 .King Laborers Change House Or Dry Shack $41.69 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $41.69 7A 31 rrr " King Laborers Chipping Gun(30 Lbs.And Over) $42.46 7A 31 King Laborers Choker Setter $41.69 7A 31 King Laborers Chuck Tender $41.69 7A 31 !King Laborers Clary Power Spreader $42.46 7A 31 'King Laborers Clean-up Laborer $41.69 7A 31 King Laborers Concrete Dumper/chute Operator $42.46 7A 31 q ;King Laborers Concrete Form Stripper $41.69 7A 31 King Laborers Concrete Placement Crew $42.46 7A 31 t King Laborers Concrete Saw Operator/core Driller $42.46 7A 31 iKing Laborers Crusher Feeder $35.34 7A 31 King Laborers Curing Laborer $41.69 7A 31 King Laborers Demolition:Wrecking at Moving(incl. $41.69 7A 31 Charred Material) 'o iKing Laborers Ditch Digger $41.69 7A 31 King Laborers Diver $42.99 7A 31 iKing Laborers Drill Operator(hydraulic,diamond) $42.46 7A 31 iWY. King Laborers Dry Stack Watts $41.69 7A 311i King Laborers Dump Person $41.69 7A 31 t King Laborers Epoxy Technician $41.69 7A 31 tw+ King Laborers Erosion Control Worker $41.69 7A 31 1 ow Journey Level Rates for Public Works Contracts Page 4 of 13 King Laborers Faller ft Bucker Chain Saw $42.46 7A 31 King Laborers Fine Graders $41.69 7A 31 King Laborers Firewatch $35.34 7A 31 ft King Laborers Form Setter $41.69 7A 31 King Laborers Gabian Basket Builders $41.69 7A 31 King Laborers General Laborer $41.69 7A 31 King Laborers Grade Checker it Transit Person $42.99 7A 31 King Laborers Grinders $41.69 7A 31 f King Laborers Grout Machine Tender $41.69 7A 31 King Laborers Groutmen(pressure)including Post $42.46 ZA i Tension Beams )King Laborers Guardrail Erector $41.69 7A 31 iKing Laborers Hazardous Waste Worker(level A) $42.99 7A 31 King Laborers Hazardous Waste Worker(level B) $42.46 7A 31 lei iKing Laborers Hazardous Waste Worker(level C) $41.69 7A 31 King Laborers High Scaler $42.99 7A 31 i King Laborers Jackhammer $42.46 7A 31 40 King Laborers Laserbeam Operator $42.46 7A 31 i King Laborers Maintenance Person $41.69 7A 31 King Laborers Manhole Builder-mudman $42.46 7A 31 King Laborers Material Yard Person $41.69 7A 31 King Laborers Motorman-dinky Locomotive $42.46 7A 31 King Laborers Nozzleman(concrete Pump,Green $42.46, 7A 31 Cutter When Using Combination Of W High Pressure Air Et Water On Concrete t £t Rock,Sandblast,Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $42.46 7A 31 !King Laborers Pilot Car $35.34 7A 31 King Laborers Pipe Layer Lead $42.99 7A 31 King Laborers Pipe Layer/tailor $42.46 7A 31 King Laborers Pipe Pot Tender $42.46 7A I King Laborers Pipe Reliner $42.46 7A 31 King Laborers Pipe Wrapper $42.46 7A 31 iKing Laborers Pot Tender $41.69 7A 31 King Laborers Powderman $42.99 7A 31 King Laborers Powderman's Helper $41.69 7A 31 King Laborers Power Jacks $42.46 7A 31 i ;King Laborers Railroad Spike Puller-Power $42.46 7A 31 King Laborers Raker-Asphalt $42.99 7A 31 King Laborers Re-timberman $42.99 7A 31 King Laborers Remote Equipment Operator $42.461 7A 31 King Laborers Rigger/signal Person $42.46 7A 31 i King Laborers Rip Rap Person $41.69 7A 31 iKing Laborers Rivet Buster _ $42.46 7A 31 1 King Laborers Rodder $42.46 7A 31 iKing Laborers Scaffold Erector $41.69 7A 31 King Laborers Scale Person $41.69 7A 31 King Laborers Stoper(over 20") $42.461 7A 31 j King Laborers Sloper Sprayer $41.691 7A 31 iKing Laborers Spreader(concrete) $42.46 7A 31 I King Laborers Stake Hopper $41.64 7A 31 iKing Laborers Stock Piler $41.69 7A 31 1 King Laborers Tamper ft Similar Electric,Air ft Gas $42.46 7A 31 "! Journey Level Rates for Public Works Contracts Page 5 of 13 Operated Tools King Laborers Tamper(multiple Ft Self-propelled) $42.46 7A 31 ire King Laborers Timber Person-Sewer(lagger,Shorer $42.46 7A 31 ft Cribber) King Laborers Toolroom Person(at Jobsite) $41.69 7A 31 IKing Laborers Topper $41.69 7A 31 iTrack Laborer $41.69 7A 31 King Laborers ;King Laborers Track Liner(power) $42.46 7A 31 )King Laborers Traffic Control Laborer $37.79 ZA 31 8R rrt King Laborers Traffic Control Supervisor $37.79 ZA 31 SR #King Laborers Truck Spotter $41.69 7A 31 King Laborers Tugger Operator $42.46 7A 31 King Laborers Tunnel Work-Compressed Air Worker 0- $60.06 7A 31 8�C rr 30 psi ;King Laborers Tunnel Work-Compressed Air Worker $65.09 7A 31 8Q 30.01-44.00 psi rrr King Laborers Tunnel Work-Compressed Air Worker $68.77 7A 31 l 44.01-54.00 psi !King Laborers Tunnel Work-Compressed Air Worker $74.47 7A 31 54.01-60.00 psi i trr King Laborers Tunnel Work-Compressed Air Worker $76.59 7A 31 84 p 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air Worker $81.69 7A 31 64.01-68.00 psi 1 rer King Laborers Tunnel Work-Compressed Air Worker $83.59 7A 31 8�C 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air Worker $85.59 7A 31 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air Worker $87.59 7A 31 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock Tender $43.09 7A 31 King Laborers Tunnel Work Miner $43.09 7A 31 8S ( King Laborers Vibrator $42.46 7A 31 9 i King Laborers Vinyl Seamer $41.69 7A 31 1 King Laborers Watchman $32.12 7A 31 King Laborers Welder $42.46 7A 31 King Laborers Well Point Laborer $42.46 7A 31 Laborers Window Washer/cleaner $32.12 7A 31 King rrr i King Laborers-Underground Sewer ft Water General Laborer ft Topman $41.69 7A 31 King Laborers Underground Sewer ft Water Pipe Layer $42.46 7A 31 tKing Landscape Construction Irrigation Or Lawn Sprinkler Installers $13.56 1 King Landscape Construction Landscape Equipment Operators Or $28.17 1_ rr► Truck Drivers King Landscape Construction Landscaping or Planting Laborers $17.87 1 King Lathers Journey Level $50.82 5D 1H ! Marble Setters Journey Level $50.12 5A 1M King King Metal Fabrication(In Shoal Fitter $15.86 1_ King Metal Fabrication(in Shoal Laborer $9.78 1 iKing Metal Fabrication(In Shoal Machine Operator $13.04 1_ King Metal Fabrication(In ShoM Painter $11.10 � King Metal Fabrication (In Shop) Welder $15.48 1_ iKing Millwright Journey Level $51.92 5D 1M i Cabinet Assembly $11.56 1 King Modular Buildings iKing Modular Buildings Electrician $11.56 1 Equipment Maintenance $11.56 1 King Modular Buildings rr Plumber $11.56 1 )King Modular Buildings rr Journey Level Rates for Public Works Contracts Page 6 of 13 King Modular Buildings Production Worker $9.40 1 King Modular Buildings Tool Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 King Modular Buildings Welder $11.56 1 King Painters Journey Level $37.80 6Z ZB King Pile Driver Journey Level $51.07 5D 1M King Plasterers Journey evel Y $49.29 7G( 1 R King Ptaveround&Park Eauipment Installers Journey Level $9.32 1 King Plumbers&Pipefitters Journey Level $73.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $53.49 ZA 3C 8P r King Power Eouipment Operators Assistant Engineer $50.22 7A 3C 8P King Power Equipment Operators Barrier Machine(zipper) $53.00 7A 3C 8P King Power Eauioment Operators Batch Plant Operator,Concrete $53.00 7A 3C 8P ;King Power Eauioment Operators Bobcat $50.22 7A 3C 8P King Power Eauioment operators Brokk-Remote Demolition Equipment $50.22 7A 3C 8P King Power Equipment Operators Brooms $50.22 7A 3C 8P King Power Equipment Operators Bump Cutter $53.00 7A 3C 8P King Power Eauipment Operators Cableways $53.49 7A 3C 8P King Power Eauipment Operators Chipper $53.00 7A 3C 8P King Power Equipment Operators Compressor $50.22 7A 3C 8P King Power Equipment Operators Concrete Pump:Truck Mount With $53.49 7A 3C 8P Boom Attachment Over 42 M King Power Equipment'Operators Concrete Finish Machine-laser Screed $50.22 7A 3C 8P i King Power Eauioment Operators Concrete Pump ounted Or Trailer p $52.58 7A 3C 8P High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump:Truck Mount With $53.00 7A 3C 8P Boom Attachment Up To 42m King Power Equipment ooerators Conveyors $52.58 7A 3C 8P King Power Eauipment Operators Cranes: 20 Tons Through 44 Tons With $53.00 7A 3C 8P Attachments King _Power Equipment Operators Cranes: 100 Tons Through 199 Tons,Or $54.04 7A 3C 8P a 150'Of Boom(Including Jib With Attachments) King Power Equipment Operators Cranes:200 Tons To 300 Tons,Or 250' $54.61 7A 3C 8P Of Boom(including Jib With Attachments) King Power Equipment Operators Cranes:45 Tons Through 99 Tons, $53.49 7A 3C 8P i Under 150'Of Boom(including Jib With Attachments) King Power Eauipment Operators Cranes:A-frame- 10 Tons And Under $50.22 7A 3C 8P King Power Eauioment Operators Cranes:Friction 100 Tons Through 199 $54.61 7A 3C 8P Tons King Power Equipment Operators Cranes: Friction Over 200 Tons $55.171 7A 3C 8P King Power Equipment operators Cranes: Over 300 Tons Or 300'Of Boom $55.17 7A 3C SP (including Jib With Attachments) King Power Equipment Operators Cranes:Through 19 Tons With $52.58 7A 3C 8P I Attachments A-frame Over 10 Tons King Power Equipment Operators Crusher $53,00 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches(power) $53.00 7A 3C 8P King Power Equipment Operators Derricks,On Building Work $53.49 7A 3C 8P King Power Equipment Operators Dozers D-9&Under $52.58 7A 3C 8P {King Power Equipment Operators Drill Oilers:Auger Type,Truck Or $52.58 7A 3C 8P ! Crane Mount King Power Eauioment Operators Drilling Machine $53.00 7A 3C 8P King Power Equipment Operators Elevator And Man-lift: Permanent And $50.22 7A 3C 8P Shaft Type i Journey Level Rates for Public Works Contracts Page 7 of 13 King Power Equipment Operators Finishing Machine,Bidwell And Gamaco $53.00 7A 3C 8P Ft Similar Equipment ate King Power Eauipment Operators Forklift:3000 Lbs And Over With $52.58 7A 3C 8P Attachments King Power Eauipment Operators Forklifts: Under 3000 Lbs.With $50.22 7A 3C SP i Attachments 4 King Power Eauipment Operators Grade Engineer: Using Blue Prints,Cut $53.00 A 3C 8P Sheets, Etc King Power Eauipment Operators Gradechecker/stakeman $50.22 7A 3C 8P King Power Eauipment Operators Guardrail Punch $53.00 7A 3C 8P as King Power Eauipment Operators Hard Tail End Dump Articulating Off- $53.49 7A 3C 8P Road Equipment 45 Yards. Et Over King Power Eauipment Operators Hard Tail End Dump Articulating Off- $53.00 7A 3C 8P road Equipment Under 45 Yards arr ?King Power Eauipment Operators Horizontal/directional Drill Locator $52.58 A 3C 8P King Power Eauipment Operators Horizontal/directional Drill Operator $53.00 7A 3C SP King Power Eauipment Operators Hydralifts/boom Trucks Over 10 Tons $52.58 7A 3C SP ) rrr King Power Equipment Operators Hydralifts/boom Tracks, 10 Tons And $50.22 7A _3 SP i Under King Power Equipment Operators Loader,Overhead 8 Yards. Ft Over $54.04 7A 3C SP King Power Eauipment Operators Loader,Overhead,6 Yards. But Not $53.49 7A 3C 8P { Including 8 Yards 3 King Power Equipment Operators Loaders,Overhead Under 6 Yards $53.00 7A 3C 8P a King' Power Equipment Operators Loaders,Plant Feed $53.00 7A 3C SP rrr King Power Equipment Operators Loaders: Elevating Type Belt $52.58 7A 3C 8P King Power Equipment Operators Locomotives,ALI $53.00 7A 3C 8P King Power Eauipment Operators Material Transfer Device $53.00 7A 3C 8P i King Power Eauipment Operators Mechanics,All(leadmen-$0.50 Per $54.04 7A 3C 8P Hour Over Mechanic) King Power Eauipment Operators Motor Patrol Grader-Non-finishing $52.58 7A 3C 8P King Power Equipment Operators Motor Patrol Graders, Finishing $53.49 7A 3C 8P King Power Equipment Operators Mucking Machine,Mole,Tunnel Drill, $53.49 7A X 8P Boring,Road Header And/or Shield Blower Distribution ti $50.22 7A 3C 8P King Power Eauipment Operators Oil Distributors, j Mulch Seeding Operator 1 im King Power Equipment Operators Outside Hoists(elevators And Mantifts), $52.58 7A 3C 8P Air Tuggers,strato King Power Eauipment Operators Overhead, Bridge Type Crane: 20 Tons $53.00 7A 3C 8P Through 44 Tons r King Power Equipment Operators Overhead, Bridge Type: 100 Tons And $54.04 7A 3C 8P Over 1 King Power Eauipment Operators Overhead, Bridge Type:45 Tons $53.49 7A 3C 8P Through 99 Tons King Power Eauipment Operators Pavement Breaker $50.22 7A 3C 8P 9 'King Power Equipment Operators Pile Driver(other Than Crane Mount) $53.00 7A 3C 8P King Power Equipment Operators Plant Oiler Asphalt,Crusher $52.58 7A 3C 8P ■r King Power Eauipment Operators Posthole Digger,Mechanical $50.22 7A 3C 8P & i King Power Equipment Operators Power Plant $50.22 7A 3C 2 King Power Eauipment Operators Pumps-Water $50.22 7A 3C SP we King Power Eauipment Operators Quad 9, Hd 41, D10 And Over $53.49 7A 3C 8P King Power Equipment Operators Quick Tower-No Cab,Under 100 Feet $50.22 7A 3E 8P In Height Based To Boom King Power Eauipment Operators Remote Control Operator On Rubber $53.49 7A 3C 8P Tired Earth Moving Equipment King Power Equipment Operators Rigger And Bellman $50.22 7A 3C SP ;King Power Equipment Operators Rottagon $53.49 7A 3C 8P King Power Eauipment Operators Roller,Other Than Plant Mix $50.22 7A 3C 8P "r awr Journey Level Rates for Public Works Contracts Page 8 of 13 l King Power Eauipment Operators Roller, Plant Mix Or Multi-lift Materials $52.58 7A 3C 8P King Power Eauioment Operators Roto-mill,Roto-grinder $53.00 7A 3C 8P 1 King Power Equipment Operators Saws-Concrete $52.58 7A 3C 8P I King Power Equipment Operators Scraper,Self Propelled Under 45 Yards $53.00 7A 3C 8P F King Power Equipment Operators Scrapers-Concrete 8t Carry All $52.58 7A 3C 8P King Power Equipment Operators Scrapers,Self-propelled:45 Yards And $53.49 7A 3C 8P Over King Power Equipment Operators Service Engineers-Equipment $52.58 7A 3C 8P King Power Eauioment Operators Shotcrete/gunite Equipment $50.22 7A 3C 8P `King Power Equipment Operators Shovel,Excavator, Backhoe,Tractors $52.58 7A 3C 8P ! Under 15 Metric Tons. King Power Equipment Operators Shovel,Excavator,Backhoe:Over 30 $53.49 7A 3C 8P Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes,Tractors: $53.00 7A 3C 8P Ali 15 To 30 Metric Tons King Power Eauipment Operators Shovel, Excavator,Backhoes:Over 50 $54.04 7A 3C 8P Metric Tons To 90 Metric Tons King Power Eauipment Operators Shove(,Excavator, Backhoes:Over 90 $54.61 7A 3C 8P i Metric Tons King Power Equipment Operators Slipform Pavers $53.49 7A 3C 8P King Power Equipment Operators Spreader,Topsider 8:Screedman $53.49 7A 3C 8P King Power Equipment Operators Subgrader Trimmer $53.00 7A 3C 8P I 1 King Power Eauipment Operators Tower Bucket Elevators $52.581 7A 3C 8P King Power Eauioment Operators Tower Crane Over 175'in Height, Base $54.61 7A 3C 8P To Boom King Power Eauipment Operators Tower Crane Up To 175'In Height Base $54.04 7A 3C 8P To Boom King Power Eauipment Operators Transporters,All Track Or Truck Type $53.49 7A 3C 8P King Power Eauipment Operators Trenching Machines $52.581 7A 3C 8P j a King Power Eauipment Operators Truck Crane Oiler/driver-100 Tons $53.00 7A 3C 8P And Over a King Power Eauipment Operators Truck Crane Oiler/driver Under 100 $52.58 7A 3C 8P Tons a King Power Eauipment Operators Truck Mount Portable Conveyor $53.00 7A 3C 8P King Power Eauioment Operators Welder $53.491 7A 3C 8P King Power Eauipment Operators Wheel Tractors,Farmatl Type $50.22 7A 3C 8P j King Power Eauipment Operators Yo Yo Pay Dozer $53.00 7A 3C 8P i King Power Eauipment Operators- Asphalt Plant Operators $53.49 7A 3C 8P Underground Sewer ft Water King Power Eauipment Operators- Assistant Engineer $50.22 7A 3C 8P Underground Sewer£t Water King Power Equipment Operators- Barrier Machine(zipper) $53.00 7A 3C 8P Underground Sewer 8:Water King Power Equipment Operators- Batch Plant Operator,Concrete $53.00 7A 3C 8P Underground Sewer Et Water King Power Eauipment Operators Bobcat $50.22 7A 3C SP Underground Sewer it Water King Power Eauipment Operators Brokk-Remote Demolition Equipment $50.22 7A 3C 8P Underground Sewer rt Water King Power Eauipment Operators- Brooms $50.22 7A 3C 8P Underground Sewer£t Water I King Power Eauipment Operators- Bump Cutter $53.00 7A 3C SP Underground Sewer 8:Water i King Power Eauipment Operators- Cableways $53.49 7A 3C 8P Underground Sewer ii Water King Power Equipment Operators- Chipper $53.00 7A 3C 8P Underground Sewer tt Water 4�King Power Eauipment Operators- Compressor $50.22 7A I 3C SP 1 Journey Level Rates for Public Works Contracts Page 9 of 13 Underground Sewer a Water King Power Eauioment Operators- Concrete Pump:Truck Mount With $53.49 7A 3C 8P Underground Sewer a Water Boom Attachment Over 42 M King Power Eauipment Operators- Concrete Finish Machine-laser Screed $50.22 7A 3C 8P Underground Sewer a Water King Power Eauipment Operators- Concrete Pump.Mounted Or Trailer $52.58 7A 3C SP rrr Underground Sewer a Water High Pressure Line Pump, Pump High Pressure. t King Power Eauipment Operators- Concrete Pump:Truck Mount With $53.00 7A 3C 8P Underground Sewer a Water Boom Attachment Up To 42m ow King Power Eauipment Operators- Conveyors $52.58 7A 3C 8P Underground Sewer a Water King Power Eauipment Operators- Cranes: 20 Tons Through 44 Tons With $53.00 7A 3C 8P . Underground Sewer Et Water Attachments King Power Eauipment Operators- Cranes: 100 Tons Through 199 Tons,Or $54.04 7A 3C 8P Underground Sewer a Water 150'Of Boom(Including Jib With j Attachments) 'King Power Equipment Operators Cranes:200 Tons To 300 Tons,Or 250' $54.61 7A 3C 8P WU Underground Sewer Et Water Of Boom(including Jib With Attachments) King Power Eauipment Operators- Cranes:45 Tons Through 99 Tons, $53.49 7A 3C 8P Underground Sewer a Water Under 150'Of Boom (including Jib With 1 Attachments) i 'King Power Eauipment Operators- Cranes:A-frame-10 Tons And Under $50.22 ZA 3C SP Underground Sewer a Water King Power Eauipment Operators- Cranes: Friction 100 Tons Through 199 $54.61 7A 3C 8P Underground Sewer a Water Tons 3 i King Power Eauipment Operators- Cranes: Friction Over 200 Tons $55.17 7A 3C 8P F Underground Sewer a Water King Power Eauipment Operators- Cranes:Over 300 Tons Or 300'Of Boom $55.17 7A 3C 8P rs Underground Sewer a Water (including Jib With Attachments) King Power Eauipment Operators- Cranes:Through 19 Tons With $52.58 7A 3C 8P Underground Sewer a Water Attachments A-frame Over 10 Tons 'King Power Eauipment Operators- Crusher $53.00 7A 3C 8P +�► Underground Sewer a Water King Power Equipment Operators- Deck Engineer/deck Winches(power) $53.00 7A 3C SP Underground Sewer a Water King Power Eauipment Operators- Derricks,On Building Work $53.49 7A 3C 8P Underground Sewer a Water King Power Equipment Operators Dozers D-9 a Under $52.58 7A 3C 8P i Underground Sewer L'Nater ■r .King Power Eauipment Operators- Drill Oilers:Auger Type,Truck Or $52.58 7A 3C 8P Underground Sewer a Water Crane Mount King Power Eauipment Operators- Drilling Machine $53.00 7A 3C 8P Underground Sewer a Water �w King Power Equipment Operators- Elevator And Man-lift: Permanent And $50.22 7A 3C 813 Underground Sewer a Water Shaft Type King Power Eauipment Operators- Finishing Machine, Bidwell And Gamaco $53.00 7A 3C 8P Underground Sewer a Water a Similar Equipment i King Power Equipment Operators- Forklift:3000 Lbs And Over With $52.58 7A 3C 8P a Underground_Sewer Et Water Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs.With $50.22 7A 3C 8P Underground Sewer a Water Attachments King Power Eauipment Operators- Grade Engineer: Using Blue Prints,Cut $53.00 7A 3C 8P Underground Sewer a Water Sheets, Etc King Power Eauipment Operators- Gradechecker/stakeman $50.22 7A 3C 8P i Underground Sewer It Water I King Power Eauipment Operators- Guardrail Punch $53.00 7A 3C 8P Underground Sewer a Water i King Power Equipment Operators- Hard Tail End Dump Articulating Off- $53.49 7A 3C 8P Underground Sewer a Water Road Equipment 45 Yards. a Over irrr King Power Eauipment Operators• Hard Tait End Dump Articulating Off- 1 $53.00 7A 3C 8P �r Journey Level Rates for Public Works Contracts Page 10 of 13 Underground Sewer a Water road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/directional Drill Locator $52.58 7A 3C 8P Underground Sewer 8 Water King Power Equipment Operators- Horizontal/directional Drill Operator $53.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Hydratifts/boom Trucks Over 10 Tons $52.58 7A 3C 8P Underground Sewer 8 Water King Power Equipment Operators- Hydratifts/boom Trucks, 10 Tons And $50.22 ZA 3C 8P Underground Sewer 8 Water Under King Power Equipment Operators- Loader,Overhead 8 Yards.Et Over $54.04 7A 3C 8P" Underground Sewer ft Water King Power Equipment Operators- Loader,Overhead,6 Yards. But Not $53.49 7A 3C 8P Underground Sewer£t Water Including 8 Yards King Power Equipment Operators- Loaders,Overhead Under 6 Yards $53.00 7A 3C 8P Underground Sewer It Water King Power Equipment Operators- Loaders, Plant Feed $53.00 7A 3C 8P Underground Sewer&Water King Power Equipment Operators- Loaders: Elevating Type Belt $52.58 7A 3C 8P Underground Sewer ft Water King Power Equipment Operators- Locomotives,All $53.00 7A 3C 8P Underground Sewer 8 Water King Power Equipment Operators- Material Transfer Device $53.00 7A X 8P Underground Sewer Et Water King Power Equipment Operators- Mechanics,All(leadmen-$0.50 Per $54.04 7A 3C 2P Underground Sewer&Water Hour Over Mechanic) King Power Equipment Operators- Motor Patrol Grader-Non-finishing $52.58 7A 3C 8P i Underground Sewer&Water I King Power Equipment Operators- Motor Patrol Graders, Finishing $53.49 7A 3C 8P Underground Sewer 8 Water ; King Power Equipment Operators- Mucking Machine,Mole,Tunnel Drill, $53.49 7A 3C 8P jig Underground Sewer ft Water Boring,Road Header And/or Shield King Power Equipment Operators- Oil Distributors,Blower Distribution 8 $50.22 7A X 8P Underground Sewer ft Water Mulch Seeding Operator King Power Equipment Operators- Outside Hoists(elevators And Manlifts), $52.58 7A 3C 8P Underground Sewer 3 Water Air Tuggers,strato ? King Power Equipment Operators- Overhead, Bridge Type Crane: 20 Tons $53.00 7A 3C 8P Underground Sewer rt Water Through 44 Tons King Power Equipment Operators- Overhead, Bridge Type: 100 Tons And $54.04 Z6 3C 8P Underground Sewer ft Water Over 'King Power Equipment Operators- Overhead, Bridge Type:45 Tons $53.49 7A 3C 8P Underground Sewer ft Water Through 99 Tons I King Power Eauipment Operators- Pavement Breaker $50.22 ZA X 8P ilk Underground Sewer 8 Water King Power Equipment Operators- Pile Driver(other Than Crane Mount) $53.00 7A 3C 8P Underground Sewer a Water a King Power Equipment Operators- Plant Oiler-Asphalt,Crusher $52.58 7A 3C 2 { Underground Sewer Et Water. King Power Equipment Operators- Posthole Digger,Mechanical $50.22 7A 3C 8P Underground Sewer Et Water Kin Power Equipment Operators= Power Plant King $50.22 7A 3C SP Underground Sewer B Water King Power Equipment Operators- Pumps-Water $50.22 7A 3C. 8P Underground Sewer B Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $53.49 7A 3C 8P Underground Sewer It Water i King Power Equipment Operators- Quick Tower- No Cab, Under 100 Feet $50.22 7A 3C 8P Underground Sewer&Water In Height Based To Boom King Power Equipment Operators- Remote Control Operator On Rubber $53.49 7A 3C 8P i Underground Sewer Et Water Tired Earth Moving Equipment King Power Equipment Operators- Rigger And Bellman $50.22 7A 3C 8P Underground Sewer Et Water F j Journey Level Rates for Public Works Contracts Page 11 of 13 King Power Equipment Operators- Roliagon $53.49 ZA 3C 8P t Underground Sewer It Water King Power Eauioment Operators- Roller,Other Than Plant Mix $50.22 7A 3C 8P Underground Sewer&Water King Power Equipment Operators- Roller,Plant Mix Or Multi-lift Materials $52.58 7A 3C 8P i Underground Sewer a Water 1 King Power Eauipment Operators- Roto-mill, Roto-grinder $53.00 7A 3C 8P Underground Sewer&Water King Power Eauipment Operators- Saws-Concrete $52.58 7A 3C 8P } Underground Sewer a Water •re j King Power Eauipment Operators- Scraper,Self Propelled Under 45 Yards $53.00 7A 3C 8P i Underground Sewer&Water King Power Eauipment Operators- Scrapers-Concrete&Carry All $52.58 7A 3C 8P i Underground Sewer&Water King Power Equipment Operators- Scrapers,Self-propelled:45 Yards And $53.49 7A 3C 8P Underground Sewer a Water Over i King Power Eauipment Operators- Service Engineers-Equipment $52.58 7A 3C 2 Underground Sewer a Water y King Power Eauipment Operators- Shotcrete/gunite Equipment $50.22 7A 3C 8P 1 Underground Sewer&Water King Power Equipment Operators- Shovel,Excavator, Backhoe,Tractors $52.58 7A 3C 8P Underground Sewer&Water Under 15 Metric Tons, d 1r King Power Eauipment Operators- Shovel, Excavator, Backhoe:Over 30 $53.49 7A 3C 8P s Underground Sewer a Water Metric Tons To 50 Metric Tons King Power Eauipment Operators- Shovel,Excavator, Backhoes,Tractors: $53.00 7A 3C SP Underground Sewer a Water 15 To 30 Metric Tons King Power Eauipment Operators- Shovel, Excavator, Backhoes:Over 50 $54.04 7A 3C 8P Underground Sewer&Water Metric Tons To 90 Metric Tons g King Power Eauipment Operators- Shove(,Excavator,Backhoes:Over 90 $54.61 7A 3C 8P 4 Underground Sewer a Water Metric Tons •r King Power Eauipment Operators- Slipform Pavers $53.49 7A 3C 8P i Underground Sewer a Water ¢ King Power Eauipment Operators- Spreader,Topsider&Screedman $53.49 7A 3C 8P Underground Sewer a Water King Power Eauipment Operators- Subgrader Trimmer $53.00 7A 3C 8P Underground Sewer a Water d King Power Eauipment Operators- Tower Bucket Elevators $52.58 7A 3C 8P �r Underground Sewer a Water !King Power Eauipment Operators- Tower Crane Over 175'in Height, Base $54.61 7A 3C 8P Underground Sewer a Water To Boom G King Power Eauipment Operators- Tower Crane Up To 175'In Height Base $54.04 7A 3C 8P Underground Sewer&Water To Boom King Power Eauipment Operators- Transporters,All Track Or Truck Type $53.49 7A 3C 8P Underground Sewer a Water King Power Eauipment Operators- Trenching Machines $52.58 7A 3C 8P wn Underground Sewer a Water j King Power Eauipment Operators- Truck Crane Oiler/driver- 100 Tons $53.00 7A 3C 8P i Underground Sewer&Water And Over King Power Eauipment Operators- Truck Crane Oiler/driver Under 100 $52.58 7A 3C 8P Underground Sewer a Water Tons ;King Power Eauipment Operators Truck Mount Portable Conveyor $53.00 7A 3C 8P Underground Sewer&Water I King Power Eauipment Operators- Welder $53.49 7A 3C 8P Underground Sewer a Water i King Power Eauipment Operators- Wheel Tractors, Farmall Type $50.22 7A 3C 8P Underground Sewer&Water 1 King Power Eauipment Operators- Yo Yo Pay Dozer $53.00 7A 3C 8P i Underground Sewer&Water King Power Line Clearance Tree Trimmers Journey Level In Charge $44.86 5A 4A King Power Line Clearance Tree Trimmers Spray Person $42.58 5A 4A +�+ {King Power Line Clearance Tree Trimmers Tree Equipment Operator $44.86 5A 4A s i Yrr Journey Level Rates for Public Works Contracts Page 12 of 13 King Power Line Clearance Tree Trimmers Tree Trimmer $40.08 5A 4A King Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $30.20 5A 4A King Refrigeration ft Air Conditioning Journey Level $72.46 6Z 1G 3 Mechanics King Residential Brick Mason Journey Level $50.12 5A 1M i King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Applicators Journey Level $39.62 5D 1M (King Residential Drywall Tapers Journey Level $50.87 5P 1E King Residential Electricians Journey Level $30.44 1 'King Residential Glaziers Journey Level $36.20 71. 1 H i King Residential Insulation Applicators Journey Level $26.28 1 jKing Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 I King Residential Plumbers ft Pipefitters Journey Level $34.69 1 King Residential Refrigeration 8 Air Journey Level $72.46 6Z 1G Conditioning Mechanics i King Residential Sheet Metal Workers Journey Level(Field or Shop) $41.84 7F 1 R King Residential Soft Floor Lavers Journey Level $42.15 3D King Residentiat Sprinkler Fitters(Fire Journey Level $42.48 5C 2R Protection) King Residential Stone Masons Journey Level $50.121 5A 1M i King Residential Terrazzo Workers Journey Level $46.96 5A 1M King Residential Terrazzo/Tile Finishers Journey Level $21.46 1 King Residential Tile Setters Journey Level $25.17 1 King Roofers Journey Level $44.71 5A 3H i King Roofers Using Irritable Bituminous Materials $47.71 5A 3H 1 King Sheet Metal Workers Journey Level(Field or Shop) $69.37 7F 1 E King Shipbuilding Et Ship Repair Boilermaker $40.12 7M 1H King Shipbuilding Et Ship Repair Carpenter $38.24 70 3B King Shipbuilding Et Ship Repair Electrician $37.80 70 36 ;King Shipbuilding Et Ship Repair Heat ft Frost Insulator $58.93 5J 15 `King Shipbuilding Ft Ship Repair Laborer $36.78 70 36 King Shipbuilding&Ship-Repair Machinist -$37.81 70 36 King Shipbuilding Et Ship Repair Operator $40.15 70 36 i King Shipbuilding i; Ship Repair Painter -$37.79 70 36 King Shipbuilding Et Ship Repair Pipefitter $37.77 70 3B King Shipbuilding Et Ship Repair Rigger $37.74 70 36 King Shipbuilding Et Ship Repair Sandblaster $36.78 70 313 King Shipbuilding Et Ship Repair Sheet Metal $37.74 70 3B King Shipbuilding&Ship Repair Shipfitter $37.74 70 313 King Shipbuilding it Ship Repair Trucker $37.59 70 3B King Shipbuildin¢Et Ship Repair Warehouse $37.64 70 3B King Shipbuilding 8 Ship Repair Welder/Burner $37.74 70 1 313 i 1King Sign Makers Et Installers(Electrical) Sign Installer $22.92 1 King Sign Makers Er Installers(Electrical) Sign Maker $21.36 1 King Sign Makers Et Installers(Non- Sign Installer $27.28 1 Electrical King Sign Makers&Installers(Non- Sign Maker $33.25 1 Electrical King Soft Floor Lavers Journey Level $42.15 5A 3D King Solar Controls For Windows Journey Level $12.44 1 I King 5prinkler Fitters(Fire Protection► Journey Level $69.59 5C 1X Journey Level Rates for Public Works Contracts Page 13 of 13 King Stage Rigging Mechanics(Non Journey Level $13.23 1 I Structurah �t King Stone Masons Journey Level $50.12 5A 1M King Street And Parking Lot Sweeper Journey Level $19.09 1 j Workers King Surveyors Assistant Construction Site Surveyor $52.58 A 3C 8P ar: King Surveyors Chainman $52.06 7A 3C 8P j King Surveyors Construction Site Surveyor $53.49 7A 3C 8P King Telecommunication Technicians Journey Level $22.76 1 err t King Telephone Line Construction-Outside Cable Splicer $36.01 5A 26 `King Telephone Line Construction-Outside Hole Digger/Ground Person $20.05 5A 2B i King Telephone Line Construction-Outside Installer(Repairer) $34.50 5A 2B King Telephone Line Construction-Outside Special Aparatus Installer 1 $36.01 5A 26 j King Telephone Line Construction-Outside Special Apparatus Installer II $35.27 5A 2B King Telephone Line Construction-Outside Telephone Equipment Operator $36.01 5A 2B 1 (Heavy) r King Telephone Line Construction-Outside Telephone Equipment Operator(Light) $33.47 5A 2B j King Telephone Line Construction-Outside Telephone Lineperson $33.47 5A 2B ,King Telephone Line Construction-Outside Television Groundperson $19,04 5A 2B King Telephone Line Construction-Outside Television Lineperson/Installer $25.27 5A 2B King Telephone Line Construction-Outside Television System Technician $30.20 5A 2B King Telephone Line Construction-Outside Television Technician $27.09 5A 2B King Telephone Line Construction-Outside Tree Trimmer $33.47 5A 2B ,King Terrazzo Workers Journey Level $46.96 5A 1M 'King Tile Setters Journey Level $21.65 1 j King Tile.Marble&Terrazzo Finishers Finisher $37.79 5A 16 King Traffic Control Stripers Journey Level $42.33 7A 1K King Truck Drivers Asphalt Mix Over 16 Yards(W. WA- $48.87 5D 3A 8L Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards(W.WA-Joint $48.03 5D 3A & 6 Council 28) King Truck Drivers Dump Truck&Trailer $48.87 5D 3A 8L King Truck Drivers Dump Truck(W.WA-Joint Council 28) $48.03 5D 3A 8L rrr King Truck Drivers Other Trucks(W.WA-Joint Council 28) $48.87 5D 3A 8L King Truck Drivers Transit Mixer $43.23 1 ! King Well Drillers&Irrigation Pump Irrigation Pump Installer $17.71 1 1 Installers wr King Well Drillers&Irrigation Pump Oiler $12.97 1 Installers King lWett Drillers&Irrigation Pump Welt Driller $18.00 1 Installers 1w ra s twi as Department of Labor and Industries R��ecerEO� Prevailing Wage o STATEMENT OF INTENT TO (360)902-5335 PAY PREVAILING WAGES nvww lni wu ttov/TradesLicenslna/Pl•eyWaae �xa iaea tyO� • This form ts be typed or in Ink, PUb19C Works Contract aCt • Fill In all blanks or the form will be returned for correction(see lnshvetinnsl, $40.00 Filing Fee Required •Please allow a minimum of 10 working days for processing. •Once approved,your forth will be posted online at Intent ID#(Assigned by L&1) litinsWroilregis,wif.go I)li/12wiul)ub/Seoic.l)Pol,.asp YsIF Your(Comphtjy:Irformid ii •._,.z. i. _. .... _ _ AiVUtdfugrlg @ngylnfol:F9lttonF_:._.... .:.i i 11 . Your Company Name Project Name Contract Number ABC Company,Inc. Road Repair aw 1L 2011-01B Tour Address Awarding Agency 9 ,L 1234 Main Street WA State Department of Tran E adon Ust City State Zip+4 Awarding Agency Address,. Olympia WA 98501-1234 PO Box 47354w. Your Contractor'Registration Number Your UBI Number City , Stale Zip+4 ABCCI*0123AA 123456789 Olympia t. WA tS 98501 .s WIg1 Your Industrial Insurance Account Number Awar ding �eboy Contact Name b_l;t: j}(mber Iohn Doet��`� 55je55-5555 Your Eniall Address(required for uod0cation ofopp wit.) Your Phone Number County Where r' ill Be Periomned 4 O try Where Work Will Be Performed pmvailingwageQlnLwa.gov (555)555-5555 � '� 01ympta S tstil Addict°�tal;Dota115:. -' t P r .x ctiµ-i• -,r;..:�.. `_ ....- .. i i- ', Your Expected Job Start Dale(mtn/dd/yyyy) ', Bid Due Prime Coley va f 's)� Award Date(Prime Contractor's)•'01 01/01/201 l '08/01/201.,Ytlz b8/JO/2010 �q" °"icate 'al Dollar)mount A. Your Contract(including Job Site Address/Directions 1 State Street Q Plum Street sa if)or time and material's if applicable $1000 00 Does this project utilize American Recovery and Reinvestment Act(ARRAk, nd't (�LL Does this p ° t ijiza any weatherizatnon or energy efficiency upgrade funds ❑Yes ®No 4�J ' 4ARRA or o ec lse)? El Yes 9 N t Prime.Cnut4hc(Ol s.'Cgmpauylntorinntlolt _ <- S Hii~tifg Conlcacfor,'s;Cotiipan�Ipformatlpt[-- trtssi Prime Contractor's Company Name Pnrpe l lOn(i tot's Intent Num" @r tiff j_g�,g ractor's Company Name XYZ Company,Ina 12345G "hk �'e4�9. �, Supa yt avers,ino. P y, Faf Prime Contractor's Registration Number Prime Cotnratilorr s UB'I'Np(1 a,;` Hieing Contractor's Contractor Registration Number Hiring Con uactor's UBI No XYZIN*0123AA 987654321 n � SUPERPA123AA 321456987 yris Entploj metitiAnformnt(°u,.' ..:::': Do you intend to use ANY subcontractord•��. s��"P'+���� ❑Yes �P44o Will employees perform work on this project? ®Yes ❑No ct Will ALL work be subcontractedT o s .t'r®No Do you intend to use apprentice employees? ®Yes ❑No silt Number of Otwer/Op,j)i is who own at Veas h30° ot�the compar yr'i h0 will perform work on the project: [I None(0) ®One(I) ❑Two(2) ❑Three,. oil 0-4114&: m:" F' Rate of Heart Crafts[Trades/fQccupations-':(Do not list appret. ces.They are listed on the Affidavit of Wages Paid only.) Number of Rate of hourly „ n If an employeetyorks In more than one trade,ens that ail hours worked in each trade aro reported below. Usual(I:ringe-: Workers Pay Benetlts For additional o1"(�s/trades/ggogpat.iin; lease use .tidQgdum A. lq..—' r)ai:k r 2 39.28 500 Laborer-Asphal ke Power Equipment Operator-Asphalt PI DO Operator 1 48,04 235 Truck Driver-Asphalt blix R6r.q6N ;ils) 1 46.47 Signature Block oa0ds* f hereby certify that 1 have read and understand the instructions to complete this farm and that the information, any addenda,are correct and that ail workers I employ Public Works Pro eel will be aid no less than the Prevail in We a Rate s as determined b the Industrial Statistician of the Depart ment of Labor and Industries. PrintTltict SI nature: Date: Prin t Namel - Fn'ra TiJxo'Onl ,,:,. :. ;, , :� .,,', ;.• _ t._• s 7 Approved by signature of die De artment of Labor and Industries Industrial Statistician NOTICE: If the prime contract is at n cost of over one milllon dollars(S1,000,000,00),RCW 39.04.370 requires you to complete the EHIII 2805(RCW 39,04,370)Addendum and AltaeRY to your Affidavit or Wages or Paid when your work on the project concludes.This Is only a notice.The ERB 2805 Addendum Is not submitted with this Intent. SAMPLE-r7o0.029.00o Statement of intent to Pay Preva thug Wages 03-2011 srs sar Department of Labor and Industries ���arers°� AFFIDAVIT OF WAGES PA Prevailing WageYrogram e ID I (360)902-5335 _!? Public Worsts Contract tlr� mvtvw. ti.wa.goo/'i'radesLicensintr/PravWnae �x : °� $40.00 Filing Fee Required • This form roust be typed or printed in ink. Affidavit ID#(Assigned by L&n: • Fill ht ALL blanks or the form will be returned for cot rectlon(see instructions). •Please allow a minimum of 10 working days for processing. SAMPLE •Once approved,your form will be posted online at hLtr)s:H fortress.wa.aovMi/uwigpub/SearchFor.asi) Y.oi�r'Coui aiiVYrifioriuiitlmt.:: x .i'rl;_ +' ," .i Anai'd(n 4 Ei[c hitfotrrliifonr _ '_:: "= Your Company Name Pmjeet Name Contract Number ABC Company Road Repair 123-456 Your Address Awarding Agency 1234 Main Street WA St Department of-TTansportation City State Zip+4 Awarding Agency Address: Olympia WA 98501-1234 PO Box 123 Your Connector Registration Number Your UBI Number City State Zip+4 ABCCI*0123AA 123456789 Olympia WA 98501 Your Industrial Insurance Account Number Awarding Agency Contact Name Phone Number 111,111-11 John Doe (555:.555-5555 i Your Emoil Address(required for notification of approval) Your Phone Number County Where Work Was Performed City Where Work Was Performed prevailingwa a ni.wa. ov 555 555-5555 Thu,rgon Ol pia rt. _ _. ,•` Go'ntr'ACi-1)etalls Ad dltlonnl:De(ulis, r Your Job Start Date(mm/dd/yyyy) Your Date Work Completed(mnVdd/yyyy) Bid Due Date.(Prlme Contractor's) Award Date(Prime Contractor's) a 2/1/2011 3/1/2011 1/1/2011 '. l/5/2011 Job Site Address/Direotions Your Approved Intent ID,# i4illoate Tp.g1Do11erAmount of Your Contract i Plum and State Street 123456 (itialuiiing sates tax). $10,000.00 EHB 2805(RCW 39.04.370)—Is the Prime Contractor's If you ensWered"Yes"to the EHB 2805 question and the Award Data is 9/1/2010 or Contract at a cost of over one million dollars S 1,000,000) ❑Yes ®°N° ' later you must complete and submit the EHB 2805 Cw 39.04.370 Addendum. ARRA Fonda .; t v_, e woo Ire!z tlon"oi °lHfflEi'ogtFurids'.T~ Does this project utilize American Recovery and Reinvestment Act(ARRA)funds? Doos this project utilize any weatherizanon or energy efficiency upgrade funds ❑Yes ®No (ARR4 or othenvlso)? ❑Yes M No Prime.Conliactot's;Co'ot anv3riformuhon lIlr7n CoritrBC a'r!s`.Gom Prime Contractor's Company Name Hiring Contractor's Company Name true Y. XYZ Company CBA Company Prime Contractor's Registration Number Prime Contractor's UBI Number Hiring Contractor's Registration Number Hiring Contractor's UBI Number XYZCI*0123AA 987654321. CBACI*0123AA 456789123 Eiii to tnenflnformntloit_r1� atY'. � ��.• +r . :S i � •a.•`',' � Did you use,g YYYY subcontractors? ❑Yes(Addendum B Re°ulredl M No Did employees perform work on this project? ®Yes ❑No I Was ALL work subcontracted? ❑Yes(Addendumn B ReaulrU 19 No Did you use apprentice employees? ❑Yes M No Number of Owner/Operators who own at least 30%of the company who performed work on this project: ❑None(U) ®One(1) ❑Two(2) ❑ Three(3) You must list the First and Last Name(s)of any Owner/Operator performing work below List your Crafts/Trades/Occupations Below-For Journey Level Workers you must Number of Total#of Hours Rata of Hourly Rnto ornourty provide all of the inrormation below. Owner/Operators-must provide their First and Last Workers Worked Pay Uswd("Fringe") name no other information required. **Apprentices pre not recorded below.You must Benefits use Addendum D to list Apprentices. General Labor 2 153 41.23 8.54 r I,, Cat enter 5 210 52.26 10.13 • t t I SI niatuieBlock:' _;, The reby certify that I have read and understand the instructions to complete this form and that the information on the form and any addenda is correct and that all workers I employed on this Public Works Pro'ect were aid no less than the Prevailing Wnge Rates as detemdned b the Industrial Statistician of die De artment ofLabor and Industries. Print Name;Jane Doe PrhntTitle:BOOlC1C6e er SI nntura: Date:3/5/2011 I I Fort&IUse.Oiil' - '; _ T1, APPROVED: Department of Labor and Industries F B Industrial Statistician r SAMPLE-F700-007-000 Affidavit of Wages Paid 3-2011 I i li i � }3 i k TAL i�EGULATiON - z � NG ................................ 4-e . ............. .............. .......... ... ....... ........... ........... ........ ......... ........... ........ ..................... ......... ........... � Y # x u ,yet's,. vr .z :t F REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION UTIION AND �,. PRESERVATION OF PUBLIC NATUKAL RESOURCES In accordance with the provisions of Chapter 62, Laws of 1973, N. B. 621, the Contract or shall secure any I ennits or licenses required by, and comply fully with all provisions of the following laws, ordinances,and resolutions: rw King County Ordinance No 1527 requires Building and Land Development Division and Hydraulics Division review of grading and filling permits and unclassified use permits in flood hazard areas. Resolution No. 36230 establishes storrn drain design standards to be incorporated into project design standards to be incorporated into project design by Engineering Sery ices. Review by Hydraulics Division. ko Kind; County Ordinance No 800 No 900 No 1006 and Resolution No 8778 No 24553 No 24834,,N6. 6894 and No 11242 contained in King County Code Titles 8 and 10 are provisions for disposition of refuse and litter in a licensed disposal site and provide penalties for failure to comply. so Review by Division of Solid Waste. Puget Sound Air Pollution Control Agency Regulation I• A regulation to control the emission of air No contaminants from all sources within the jurisdiction of the Puget Sound Air Pollution Control Agency (King, Pierce, Snohomish, and Kitsap Counties) in accordance with the Washington Clean Air Act, R.C.W. 70.94. "" WASHINGTON STATE DEPARTNIENT OF ECOLOGY W_A.C. 18-02: Requires operators of stationary sources of air contaminants to maintain records of emissions, periodically report to the State information concerning these emissions from his operations, and to make such information available to the public. See Puget Sound Pollution Control Agency Regulation 1. R_C.W. 90-48: Enacted to maintain the highest possible standards to ensure the purity of all water of the State consistent with public health and public enjoyment thereof, the propagation and protection of wildlife,birds, game, fish, and other aquatic life, and the industrial development of the state, and to that end require the use of all known available and reasonable methods by industries and others to prevent and control the pollution of the waters of the State of Washington. It is y, unlawful to throw, drain, run or otherwise discharge into any of the water of this State any organic or inorganic matter that shall cause or tend to cause pollution of such waters. The law also provides for civil penalties of$5,000/day for each violation. aw R.C.W. 70.95: Establishes uniform statewide program for handling solid wastes which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the wr surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit. WA R.C.W. 76-04.370: Provide for abatement of additional fire hazard(lands upon which there is forest debris) and extreme fire hazard (areas of additional fire hazard near buildings, roads, campgrounds, and school grounds). The owner and/or person responsible is fully liable in the event a fire starts or to spreads on property on which an extreme fire hazard exists. R.C.W. 76.04.010: Defines terms relating to the suppression or abatement of forest fires or forest fire conditions. wr iw H:\DIV I SIGN.S\UTr1.rITE.S\WATER�RICK\Springbrook Sprinps\BIDSPEC.DOC/bh rw REQUIREMENTS I+OR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL RESOURCES w1r R.C_W. 70.94.660: Provides for issuance of burning permits for abating or prevention of forest fire hazards,instruction or agricultural operations- R.C.W. 76-.04.310: Stipulates that everyone clear-ing land or clearing right-of-way shall pile and burn or dispose of by other satisfactory means, all forest debris cut thereon, as rapidly as the, clearing or cutting progresses, or at such other times as the department may specify, and in compliance with the law requiring burning pen-nits. R. C. W. 7844: Laws governing surface mining (including sand, gravel,stone, and earth from- borrow pits) which provide for fees and permits, plan or operation, reclamation plan, bonding, and inspection of operations. rri W.A.C. 332-18: Delineates all requirements of R.C.W. 76-04 pertaining to land clearing and burning. at U.S.ARMY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13 1902: Authorizes Secretary of Army and Corps of Engineers to issue permits to any persons or corporation desiring to improve any navigable river at their own expense and risk upon approval of the plans and specifications. Section 404 of the Federal Water Pollution Control Act (PL92-500 86 Stat. 816): Authorizes the Secretary of the Army, acting through the Corps of Engineers, to issue permits for the discharge of dredged or fill material into the navigable waters at specified disposal sites. Permits may be denied if it is determined that such discharge will have adverse effects on municipal water supplies, shell fish beds and fishery areas and wildlife or recreational areas. MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act apRroved March 3, 1899: Provides that discharge of refuse without a permit into navigable waters is prohibited. Violation is punishable by fine. Any citizen may file a complaint with the U.S.Attorney and share a portion of the fine. PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION King County Resolution No. 25789 requires an unclassified use permit for filling, quarrying (including borrow pits and associated activities such as asphalt plants, rock crushers) and refuse disposal sites and provides for land reclamation subsequent to these activities. A copy is available at the Department of Public Works or Building and Land Development Division. Shoreline Management Act 1971 requires a permit for construction on State shorelines. Permit acquired by Public Works and reviewed by Building and Land Development Division. King County Ordinance No. 1488 requires permit for grading, Iand fills, gravel pits, dumping, quarrying and raining operations except on County right-of-way. Review by Building and Land Development Division. H:\DNISION.S\ TTI Ln'TE.S\wATER\RICK\Springbrook Springs\BiDSPEC.DOGbh REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND +•r PRESERVATION OF PUBLIC NATURAL RESOURCES WASHINGTON STATE DEPARTMENT OF FISHERIES AND,GAME Chapter. 112, Lawn of 1949:` Requires hydraulics permit on certain ,projects. (King County Department of Public Works will obtain.) WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 173-220: Requires a National Pollutant Discharge EIimination System (NPDES) permit before discharge of pollutants from a point source into the navigable waters of the State of Washington. err W.A.C. 372-24: Permit to discharge commercial or industrial waste waters into State surface or ground water(such as gravel washing, pit operations, or any operation which results in a discharge r which contains turbidity). W.A.C. 508-12-100: Requires permit to use surface water. W.A.C. 508-12-190: Requires that changes to permits for water use be reviewed by the Department of Ecology whenever it is desired to change the purpose of use, the place of use, the point of withdrawal and/or the diversion of water. rir W_A.C. 508-12-220: Requires permit to use ground water. W.A.C. 508-12-260: Requires permit to construct reservoir for water storage. W.A.C_ 508-12-280: Requires permit to construct storage dam. W.A.C. 508-60: Requires permit to construct in State flood control zone_ King County Public Works secures one for design. Contractor secures one for his operation(false work design,etc.) WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76.04.150: Requires burning permit for all fires except for small outdoor fires for i recreational purposes or yard debris disposal. Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04.150, 76.04.170, 76.04.180, and 70.94 due to extreme fire weather or to prevent restriction of visibility and excessive air pollution. R.C.W. 76.08.030: Cutting permit required before cutting merchantable timber. ' R.C.W. 76.08.275: Operating permit required before operating power equipment in dead or down timber. ■r R.C.W. 78.44.080: Requires permit for any surface mining operation (including sand, gravel, stone, and earth from borrow pits)_ �r UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of March 3 1899: Requires permit for construction (other than bridges, see U. S. Coast Guard administered permits)on navigable waters (King County Department of Public Works will obtain.) rn H_1 DIVISION.S\UTI LrnE.SXWA7ERU21CK\Springbrook SpringsW)SPEC_DOGbh 40 REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NA'T'URAL RESOURCES FIRE PROTECTION DISTRICT R.C.W. 52.28.010 52.28.020 52.28.030, 52.28.040, 52.28.050: Provides authority for, requirements of, and penalties for failure to secure a fare permit for building an open fire within a fire protection district. UNITED STATES COAST GUARD Section 9 of River and Harbor Act of March 3, 1899 General Bridge Act of March 23; 1906. and iwr General Bridge Act of 1946 as amended August 2, 1956: Requires a permit for construction of bridge on navigable waters (King County Department of Public Works will obtain). King County Department of Public Works will comply with pertinent sections of the following laws while securing the aforementioned permit: Section 4(f) of Department of Transportation Act, National` Environmental Policy Act of 1969,Water Quality Improvement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY Section 9.02(d) ()(iii) of Regulation 1: Request for verification of;population density. Contractor should be sure his operations are in compliance with Regulation I,particularly Section 9.02 (outdoor fires), Section 9.04 (particulate matter -- dust), and Section 9.15 (preventing particulate matter from becoming airborne). ENVIRONMENTAL PROTECTION AGENCY a Title 40, Chapter Ic. Part 61: Requires that the Environmental Protection Agency be notified five (5) days prior to the demolition of any structure containing asbestos material (excluding residential structures having,fewer than five(5) dwelling units). The above requirements will be applicable only where called for on the various road projects.. Copies of these permits, ordinances, laws, and resolutions are available for inspection at the Office of the Director of Public Works, 900 King County Administration Building, Seattle,WA. 98104. It shall be the responsibility of the Contractor to familiarize himself with all requirements therein. All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. All permits will be available at construction site. r t H:\DIVISION.S\UTILITIE.SNWATER\RICK\Springbrook Springs\BtDSPEC.DOGbh h y x L d `# 1+� _ tS .. . City'of 4�Y D r 4 } at T i:UCTIOi� C NPI� S PERMIT ': f Y atb. �mv�ih 2 1 3 4� k u A ' Otto( SW 7" STREET/NACHES AVENUE SW STORM SYSTEM IMPROVEMENT PROJECT— PHASE I - Project SWP-27-3570 Construction Stormwater NPDES Permit The City has a applied for this Permit. Once the Permit is finalized, the City will transfer Permit coverage to the Contractor awarded the Contract. �r w wr err rr Issuance Date: December 1, 2010 Effective Date: January 1,2011 Expiration Date: December 31,2015 ar �r C®NSTRUCTI®N ST®RIVIWATER GENERAL PERMIT w» 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. e Susewind, P.E.,P.G. ater Quality Program Manager Washington State Department of Ecology �r TABLE OF CONTEISM aw LISTOF TABLES.......................................................................................................................... 3 SPECIAL CONDITIONS............................................................................................................... 5 S 1. PERMIT COVERAGE........................................................................................................5 S2. APPLICATION REQUIREMENTS ...................................................................................8 ► S3. COMPLIANCE WITH STANDARDS.............................................................................11 S4. MONITORING REQUIREMENTS..................................................................................12 S5. REPORTING AND RECORDKEEPING REQUIREMENTS .........................................19 S6. PERMIT FEES...................................................................................................................22 .rw S7. SOLID AND LIQUID WASTE DISPOSAL ....................................................................22 S8. DISCHARGES TO 303(D) OR TMDL WATER B()DIES..............................................22 S9. STORMWATER POLLUTION PREVENTION PLAN...................................................26 S 10. NOTICE OF TERMINATION.................................,........................................................34 GENERALCONDITIONS .......................................................................................................... 36 w GI. DISCHARGE VIOLATIONS ...........................................................................................36 G2. SIGNATORY REQUIREMENTS............................ ........................................................36 ■r G3. RIGHT OF INSPECTION AND ENTRY................ ........................................................37 G4. GENERAL PERMIT MODIFICATION AND REVOCATION......................................37 G5. REVOCATION OF COVERAGE UNDER THE PERMIT .............................................37 G6. REPORTING A CAUSE FOR MODIFICATION ...............38 G7. COMPLIANCE WITH OTHER LAWS AND STA-UTES.............................................38 G8. DUTY TO REAPPLY.............................................. ........................................................38 G9. TRANSFER OF GENERAL PERMIT COVERAGI........................................................39 GIO. REMOVED SUBSTANCES.................................... ........................................................39 rr► G11. DUTY TO PROVIDE INFORMATION.................. ........................................................39 G12. OTHER REQUIREMENTS OF 40 CFR.................. ........................................................39 + ► G13. ADDITIONAL MONITORING............................... ........................................................39 G14. PENALTIES FOR VIOLATING PERMIT CONDI"IONS .............................................40 ow G15. UPSET...................................................................... ........................................................40 w Construction Stormwater General Permit -December 1, 2010 Page 2 G16. PROPERTY RIGHTS........................................................................................................40 G17. DUTY TO COMPLY ........................................................................................................40 G18. TOXIC POLLUTANTS.....................................................................................................41 G19. PENALTIES FOR TAMPERING.....................................................................................41 �r G20. REPORTING PLANNED CHANGES .............................................................................41 G21. REPORTING OTHER INFORMATION..........................................................................42 w G22. REPORTING ANTICIPATED NON-COMPLIANCE.....................................................42 G23. REQUESTS TO BE EXCLUDED FROM COVERAGE UNDER THE PERMIT..........42 G24. APPEALS ..........................................................................................................................42 G25. SEVERABILITY...............................................................................................................43 +r G26. BYPASS PROHIBITED....................................................................................................43 APPENDIX A—DEFINITIONS.................................................................................................. 46 APPENDIX B—ACRONYMS .................................................................................................... 54 .r. LIST OF TABLES Table 1. Summary of Permit Report Submittals.......................................................................4 Table 2. Summary of Required On-site Documentation........................................................... 4 Table 3. Summary of Primary Monitoring Requirements ...................................................... 12 Table 4. Monitoring and Reporting Requirements ................................................................. 16 Table 5. Turbidity, Fine Sediment& Phosphorus Sampling and Limits for 303(d)-Listed... 24 Table 6. pH Sampling and Limits for 303(d)-Listed Waters 24 .r r Construction Stormwater General Permit—December 1, 2010 Page 3 ■i SUMMARY OF PERMIT REPORT SUBMITTALS `w► Refer to the Special and General Conditions within this pernit for additional submittal requirements. Appendix A provides a list of definitions. Appendix B provides a list of acronyms. Table 1. Summary of Permit Report Submittals Permit Submittal Frequency First Submittal f Date Section SS.A and High Turbidity/Transparency Phone As Necessary Within 24 hours S8 Reporting S5.6 Discharge Monitoring Report Monthly` Within 15 days of applicable monitoring period SS.F and Noncompliance Notification As necessE y Immediately S8 SS.F Noncompliance Notification— As necesse ry Within 5 Days of non- Written Report compliance G2. Notice of Change in Authorization As necessary r�r G6. Permit Application for Substantive As necesse ry Changes to the Discharge G8. Application for Permit Renewal 1/permit cy.,Ie No later than 180 days ryt before expiration G9. Notice of Permit Transfer As necesse ry es G20. Notice of Planned Changes As necesse ry G22. Reporting Anticipated Non- As necesse ry compliance SPECIAL NOTE: *Permittees must submit Discharge Monitoring Reports(DMRs)to the Washington State Department of Ecology monthly, regardless of site dischar€e, for the full duration of permit coverage. Refer to Section S5.13 of this General Permit for more specific information regarding DMRs. w Table 2. Summary of Required On-site Documentation Document Title Permit Conditions Permit Coverage Letter See Conditions S2, S5 Construction Stormwater General Permit See Conditions S2, S5 + Site Log Book See Conditions S4, S5 Stormwater Pollution Prevention Plan (SWPPP) See Conditions S9, S5 so Construction Stormwater General Permit-December 1, 2010 Page 4 r 4M SPECIAL CONDITIONS S1. PERMIT COVERAGE A. Permit Area This Construction Stormwater General Permit(CSWGP) covers all areas of Washington State, except for federal and Tribal lands as specified in Special Condition S LE.3. B. Operators Required to Seek Coverage Under this General Permit: �r 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 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 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 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.Lb. above): a. Construction activities that discharge all stormwater and non-stormwater to ground water, 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 S2.C). o, c. Routine maintenance that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of a facility. rr Construction Stormwater General Permit—December 1, 2010 Page 5 C. Authorized Discharges: r 1. Stormwater Associated with Construction Activi . Subject to compliance with the terms and conditions of this permit, Perm ittees are authorized to discharge W 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 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 pon able 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 a NPDES permit; and �r 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 ic.entified 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 coaditionally,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. Pipeline hydrostatic test water. e. Uncontaminated air conditioning or com.)ressor condensate. f. Uncontaminated ground water or spring eater. g. Uncontaminated excavation dewatering water (in accordance with S9.D.10). h. Uncontaminated discharges from foundation or footing drains. i. Water used to control dust. Permittees ir.ust 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 Construction Stormwater General Permit -December 1, 2010 Page 6 " r► „n. 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. rrr D. Prohibited Discharges: The following discharges to waters of the State, including ground water, are prohibited. rr. 1. Concrete wastewater. 2. Wastewater from washout and clean-up of stucco, paint, form release oils, curing �r compounds and other construction materials. 3. Process wastewater as defined by 40 Code of Federal Regulations (CFR) 122.1 (see Appendix A of this permit). wr 4. Slurry materials and waste from shaft drilling. 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 discharged according to Special Condition S9.D.9.d. 8. Discharges from dewatering activities, including discharges from dewatering of trenches and excavations, unless managed according to Special Condition S9.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 project or project on federal land or land within an Indian Reservation except for the Puyallup Reservation. Within the Puyallup wr Construction Stormwater General Permit—December 1, 2010 Page 7 Reservation, any project that discharges to su:•face water on land held in trust by iii► the federal government may be covered by the s permit. 4. Stormwater from any site covered under an e,.:isting NPDES individual permit in ■u which stormwater management and/or treatment requirements are included for all stormwater discharges associated with constnuction activity. 5. Stormwater from a site where an applicable Total Maximum Daily Load (TMDL) " requirement specifically precludes or prohibits discharges from construction activity. so S2. APPLICATION REQUIREMENTS A. Permit Application Forms 1. Notice of Intent Form/Timeline 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. The operator must submit the NOI at least 60 days before discharging stormwater from construction activities and must submit it on or before the date of the first public notice (see Specia'. Condition S2.13 below for details). The 30-day public comment period required by WAC 173-226-130(5)begins on the publication date of the second puts lic notice. Unless Ecology responds to the complete application in writing,based on public comments, or any other relevant factors, coverage under the general permit will automatically commence on the thirty-first day followi:ig receipt by Ecology of a completed At NOI, or the issuance date of this permit, ,whichever is later, unless Ecology specifies a later date in writing. c. Applicants who propose to discharge to storm or sewer system operated by Seattle, King County, Snohomish County, Tacoma, Pierce County, or Clark County must also submit a copy of the NOI to the appropriate jurisdiction. d. If an applicant intends to use a Best Management Practice (BMP) selected on the basis of Special Condition S9.C.4 ("c emonstrably 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, it must provide notice of the selection of an equivalent BMP to Ecology at least 60 days before intended use of the equivalent BMP. e. Permittees must notify Ecology regardin„ any changes to the information provided on the NOI by submitting an ur dated NOI. Examples of such changes include, but are not limited to, i. changes to the Permittee's mailing ac dress, + ► ii. changes to the on-site contact person information, and Construction Stormwater General Permit -December 1, 2010 Page 8 �i iii. changes to the area/acreage affected by construction activity. 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 the Permittee submits a Transfer of Coverage Form in accordance with General Condition G9. Transfers do not require public notice. 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 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 number of acres to err be disturbed. 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. 6. The statement: "Any persons desiring to present their views to the Washington State r. 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 to 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. err Comments can be submitted to: Department of Ecology, P.O. Box 47696, Olympia, WA 98504-7696 Attn: Water Quality Program, Construction Stormwater." �r Construction Stormwater General Permit—December 1, 2010 Page 9 C. Erosivity Waiveru Construction site operators may qualify for an erosivity waiver from the CSWGP if the following conditions are met: I. The site will result in the disturbance of fewer than 5 acres and the site is not a portion of a common plan of development or sale that will disturb 5 acres or greater. 2. Calculation of Erosivity "R"Factor and Regional Timeframe: a. The project's rainfall erosivity factor("R"Factor)must be less than 5 during the period of construction activity, as calculated using either the Texas A&M University online rainfall erosivity calculator at: http://ei.tamu.edu/or EPA's calculator at http://cfpub.epa.gov/npdes/stornz water,/Ieu-�/lewcalculator.cfm. 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 additional 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(Region 2), refer to http://www.eev.wa.gov/pubs/eev070202.pd 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 S 1.B.l.b. 5. This waiver does not apply to construction activities which include non- stormwater discharges listed in Special Condition S1.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 Construction Stormwater General Permit—December 1, 2010 Page 10 aw project falls within the applicable regional timeframe in Special Condition S2.C.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. S3. COMPLIANCE WITH STANDARDS A. Discharges must not cause or contribute to a violation of surface water quality standards (Chapter 173-201A WAC), ground water quality standards (Chapter 173-200 WAC), sediment management standards (Chapter 173-204 WAC), and human health- based criteria in the National Toxics Rule (40 CFR Part 131.36). Discharges not in compliance with these standards are not authorized. 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 r an adequate Stormwater Pollution Prevention Plan(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: 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 technical 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 I Municipal Stormwater Permit are approved by Ecology.) D. Where construction sites also discharge to ground water, the ground water discharges must also meet the terms and conditions of this CSWGP. Permittees who discharge to .r. ground water through an injection well must also comply with any applicable requirements of the Underground Injection Control (UIC)regulations, Chapter 173-218 WAC. �u. Ow Construction Stormwater General Permit—December 1, 2010 Page 11 i S4. MONITORING REQUIREMENTS, BENCHMARKS AND REPORTING TRIGGERS Table 3. Summary of Primary Monitoring Requirements Size of Soil Weekly Site Weekly Weekly Weekly pH Requires Disturbance' Inspections Sampling w/ Sampling w/ Sampling2 CESCL Turbidity Transparency Certification?' Meter Tube Sites that disturb Required Not Required Not Required Not Required No less than 1 acre, but are part of a larger Common Plan of Development ] Sites that disturb 1 Required Sampling Required— Required Yes acre or more, but either method fewer than 5 acres Sites that disturb 5 Required Required Not Required Required Yes acres or more A. Site Low 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 The Permittee's (operator's) site inspections must include all areas disturbed by construction activities, all BMPs, and all stormwater discharge points. (See Special Conditions S4.B.3 and B.4 below for detailed requirements of the Permittee's Certified Erosion and Sediment Control Lead [CESCL]). Soil disturbance is calculated by adding together all areas 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 I construction activity results in the disturbance of 1 acre or more,and involves significant concrete work(1,000 cubic yards of poured or recycled concrete 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 monitoring sampling in accordance with Special Condition S4.D. 3 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 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. Construction Stormwater General Permit—December 1, 2010 Page 12 r *a �. Construction sites one acre or larger that discharge stormwater to surface waters of the State must have site inspections conducted by a certified CESCL. Sites less than one acre may have a person without CESCL certification conduct inspections; sampling is r. not required on sites that disturb less than an acre. 1. The Permittee must examine stormwater visually for the presence of suspended r. sediment, turbidity, discoloration, and oil sheen. The Permittee must evaluate the effectiveness of BMPs and 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. so b. Immediately beginning the process of fully implementing and maintaining appropriate source control and/or treatment BMPs as soon as possible, addressing the problems no later than 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. 2. The Permittee 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 day do not require daily inspections. For example, if a stormwater pond discharges continuously over the course of a week, only one inspection is required that week.) The Permittee may reduce the inspection frequency for temporarily stabilized, inactive sites to once every calendar month. 3. 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 gar b. Effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges. 4. The SWPPP must identify the CESCL or inspector, who must be present on site or on-call at all times. The CESCL must obtain this certification through an approved erosion and sediment control training program that meets the minimum training standards established by Ecology(see BMP C 160 in the manual referred to in Special Condition S9.C.1 and 2). AW Construction Stormwater General Permit—December 1, 2010 do Page 13 5. 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, the general conditions during inspection and the approximate amount of precipitation since the last inspection, and ' precipitation within the last 24 hours. c. A summary or list of all implemented BMPs, including observations of all erosion/sediment control structures or practices. d. A description of the locations: i. Of BMPs inspected. ii. Of BMPs that need maintenance and why. iii. Of BMPs that failed to operate as designed or intended, and iv. Where additional or different BMPs are needed, and why. e. A description of stormwater discharged from the site. The Permittee must note the presence of suspended sediment, turbidity, discoloration, and oil sheen, as applicable. f. Any water quality monitoring performed during inspection. Md g. General comments and notes, including a brief description of any BMP repairs, maintenance or installations made following the inspection. h. A summary report and a schedule of implementation of 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. 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: "I certify that this report is true, accurate, and complete to the best of my knowledge and belief." C. Turbidity /y Transparency Sampling Requirements 1. Sampling Methods a. If construction activity involves the disturbance of 5 acres or more, the Permittee must conduct turbidity sampling per Special Condition S4.C. ' b. If construction activity involves 1 acre or more but fewer than 5 acres of soil disturbance, the Permittee must conduct either transparency sampling or turbidity sampling per Special Condition S4.C. Construction Stormwater General Permit—December 1, 2010 Page 14 ter. 2. Sampling Frequency a. The Permittee must sample all discharge locations 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). 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. rr 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, rr 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) on the SWPPP 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. 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 (NTU). b. The Permittee performs transparency analysis on site with a 13/4-inch- diameter, 60-centimeter(cm)-long transparency tube. The Permittee will record the results in the site log book in centimeters (cm). Transparency tubes are available from: httl2:.,,,"/-,,,,atemioTiitorinaNuip.comZLiages/streani.html. Construction Stormwater General Permit—December 1, 2010 .�. Page 15 Table 4. Monitoring and Reporting Requirements Parameter Unit Analytical Method Sampling Benchmark Phone ' Frequency Value Reporting Trigger Value Turbidity NTU SM2130 or EPA Weekly, if 25 NTU 250 NTU 180.1 discharging Transparency cm Manufacturer Weekly, if 33 cm 6 cm ad instructions, or discharging Ecology guidance ta 5. Turbidity/Transparency Benchmark Values and Reporting Triggers The benchmark value for turbidity is 25 NTU or less. 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. a. Turbidity 26—249 NTU, or Transparency 32—7 cm: If the discharge turbidity is 26 to 249 NTU; or if discharge transparency is less than 33 cm, but equal to or greater than 6 cm, the Permittee must: Mi i. Review the SWPPP for compliance with Special Condition S9 and make appropriate revisions within 7 days of the date the discharge exceeded the ri benchmark. 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. Document BMP implementation and maintenance in the site log book. b. Turbidity 250 NTU or greater, or Transparency 6 cm or less: If a discharge point's turbidity is 250 NTU or greater, or if discharge transparency is less than or equal to 6 cm, the Permittee must complete the reporting and adaptive management process described below. i. Telephone the applicable Ecology Region's Environmental Report Tracking System (ERTS) number within 24 hours, in accordance with Special Condition S51. • Central Region (Okanogan, Chelan, Douglas, Kittitas, Yakima, Klickitat, Benton): (509) 575-2490 e Construction Stormwater General Permit—December 1, 2010 Page 16 +� • Eastern Re ion(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 are also listed at the following web site: http:/;,, ww ee wa.�,,ov/prc)grams/wq/storiaiwater,""Construction/t)e.milt.html 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. 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. iv. Document BMP implementation and maintenance in the site log book. v. Continue to sample discharges daily until: a) Turbidity is 25 NTU (or lower); or b) Transparency is 33 cm (or greater); or c) The Permittee has demonstrated compliance with the water quality limit for turbidity: 1) No more than 5 NTU over background turbidity, if background is less than 50 NTU, or 2) No more than 10% over background turbidity, if background is 50 NTU or greater; or "•` d) The discharge stops or is eliminated. 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 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 Construction Stormwater General Permit—December 1, 2010 ,�, Page 17 drains to surface waters of the State or to a storm sewer system that drains to surface W waters of the state, the Permittee must conduct pH monitoring 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 at Condition S8. 1. For sites with significant concrete work, the Permittee must begin the pH to monitoring period when the concrete is first poured and exposed to precipitation, and continue weekly throughout and after the concrete pour and curing period, until stormwater pH is in the range of 6.5 to 8.5 (su). 40 2. For sites with engineered soils, the Permittee must begin the pH monitoring period when the soil amendments are first exposed to precipitation and must continue until the area of engineered soils is fully stabilized. 3. During the applicable pH monitoring period defined above, the Permittee must obtain a representative sample of stormwater and conduct pH analysis at least once per week. 4. The Permittee must monitor pH in the sediment trap/pond(s) or other locations that go receive stormwater runoff from the area of significant concrete work or engineered soils before the stormwater discharges to surface waters. 5. 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 i' or surface waters; or b. If necessary, adjust or neutralize the high pH water until it is in the range of at pH 6.5 to 8.5 (su)using an appropriate treatment BMP such as carbon dioxide (CO2) sparging or dry ice. The Permittee must obtain written approval from Ecology before using any form of chemical treatment other than CO2 sparging or dry ice. 6. The Permittee must perform pH analysis on site with a calibrated pH meter, pH ,rr test kit, or wide range pH indicator paper. The Permittee must record pH monitoring results in the site log book. Construction Stormwater General Permit—December 1, 2010 Page 18 S5. REPORTING AND RECORDKEEPING REQUIREMENTS A. High Turbidity Phone Re orting Anytime sampling performed in accordance with Special Condition S4.0 indicates turbidity has reached the 250 NTU phone reporting level, the Permittee must call Ecology's Regional office by phone within 24 hours of analysis. The web site is http://www.ecy.wa.4Tov/pro<>rams//Nvq/stonnwater%construction-`pennit litn1L Also see phone numbers in Special Condition S4.C.5.b.i. B. Discharize Monitoring Reports 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 G13 (Additional Sampling)must submit the results to Ecology. �r Permittees must submit monitoring data using Ecology's WebDMR program. To find out more information and to sign up for WebDMR go to: rr l�ttp:'ia�w�v.ucv akaovirogra�n5l��-g-'pen»it4%paris/webdmr 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 copy DMR at: Mailing Address: Department of Ecology Water Quality Program Attn: Stormwater Compliance Specialist PO Box 47696 Olympia, WA 98504-7696 Permittees who obtain a waiver not to use WebDMR must use the forms provided to them by Ecology; submittals must be mailed to the address above. Permittees shall 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. For more information, contact Ecology staff using information provided at the following web site: htt ://www.ecy.wa.gov/pro Ira€,�ns/sjiills/response/assistaticesoil%20map id 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, and any other documentation of compliance with permit requirements for the entire life of the construction project and for a minimum of three 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 Construction Stormwater General Permit—December 1, 2010 Page 19 permit. This period of retention must be extended during the course of any unresolved litigation regarding the discharge of pollutants by the Permittee or when requested by Ecology. Mi D. Recording Results For each measurement or sample taken, the Permittee must record the following va information: 1. Date,place, method, and time of sampling or measurement. Mi 2. The first and last name of the individual who performed the sampling or measurement. at 3. The date(s)the analyses were performed. 4. The first and last name of the individual who performed the analyses. go 5. The analytical techniques or methods used. 6. The results of all analyses. E. Additional Monitoring by the Permittee If the Permittee monitors any pollutant more frequently than required by this permit using test procedures specified by Special Condition S4 of this permit, the results of 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, the Permittee must: 1. Immediately notify Ecology of the failure to comply by calling the applicable Regional office ERTS phone number(find at http•J-"www ecv wa ,=ov"prof,razes/spills/response/assistancesoil%20niarr.pdf) or refer to Special Condition S4.C.5.b.i. 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. 3. Submit a detailed written report to Ecology within five (5) days, unless requested earlier by Ecology. 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—December 1, 2010 Page 20 r. 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. Refer to Section G14 of this permit for specific information regarding non-compliance. 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 ML review by Ecology or the local jurisdiction: a. General Permit. b. Permit Coverage Letter. c. Stormwater Pollution Prevention Plan (SWPPP). wir d. Site Log Book. 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—December 1, 2010 Page 21 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 S 10 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 WATER BODIES 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 S4.C.2.b-f and S4.C.3.b-d, and must comply with the applicable numeric effluent limitations in S8.0 and S&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, 2011, 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 Operators of construction sites that discharge to a 303(d)-listed water body are not eligible for coverage under this permit unless the operator: 1. Prevents exposing stormwater to pollutants for which the water body 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 water body is impaired are not present at the site, and retains documentation of this finding within the SWPPP; or Construction Stormwater General Permit—December 1, 2010 Page 22 r r.. 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 r 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 water body; 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 water body are subject to compliance schedules designed to bring the water body into attainment with water quality standards. Operators of construction sites are eligible for coverage under this permit if Ecology issues permit coverage based upon an affirmative determination that the discharge will not cause or contribute to the existing impairment C. Sampling and Numeric Effluent Limits for Discharges to Water Bodies on the 303(d) List for Turbidity, Fine Sediment, or Phosphorus r 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 NTU 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 NTU over background turbidity when the background turbidity is 50 NTU or less, or no more than a 10% increase in turbidity when the background turbidity is more than 50 NTU. 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. r 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 shall sample discharges daily until the violation is corrected and comply with the non- r compliance notification requirements in Special Condition S5.F. Construction Stormwater General Permit—December 1, 2010 ,, Page 23 Table 5. Turbidity, Fine Sediment& Phosphorus Sampling and Limits for 303(d)-Listed Waters Parameter identified Parameter Unit Analytical Sampling Numeric Effluent in 303(d) listing Sampled Method Frequency Limit • Turbidity Turbidity NTU SM2130 or Weekly, if 25 NTU, at the point • Fine Sediment EPA180.1 discharging where stormwater is • Phosphorus discharged from the site; OR In compliance with the surface water quality standard for turbidity (S8.C.1.a) I we '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. go 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 Parameter Analytical Sampling Numeric Effluent 303(d) listing Sampled/Units' Method Frequency Limit + ' High pH pH/Standard pH meter Weekly, if In the range of 6.5- Units discharging 8.5 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 water body 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 shall 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-December 1, 2010 Page 24 W do E. Sampling and Limits for Sites Discharging to Waters Covered by a TMDL or Another Pollution Control Plan 1W 1. Discharges to a water body 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 ht!p.://www.ecy.wa.gov/-oro�irams/wq/tnidl/iiidcx.htm] for to 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 ON consistent with any specific waste load allocations or requirements established by the applicable TMDL. to i. The Permittee must sample discharges weekly or as otherwise specified by the TMDL to evaluate compliance with the specific waste load allocations or requirements. 40 ii. Analytical methods used to meet the monitoring requirements must conform to the latest revision of the Guidelines Establishing Test .r. Procedures for the Analysis of Pollutants contained in 40 CFR Part 136. Turbidity and pH methods need not be accredited or registered unless conducted at a laboratory which must otherwise be accredited or r 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 S9 (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. 2. Applicable TMDL means a TMDL for turbidity, fine sediment, high pH, or phosphorus that is completed and approved by EPA before January 1, 2011, or before the date the operator's complete permit application is received by Ecology, whichever is later. TMDLs completed after the operator's 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. war Construction Stormwater General Permit—December 1, 2010 , � Page 25 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 implement best management practices (BMPs) to prevent erosion and sedimentation, and to identify, reduce, eliminate or prevent stormwater contamination and water pollution from construction activity. 2. To prevent violations of surface water quality, ground water quality, or sediment management standards. ► 3. To control peak volumetric flow rates and velocities of stormwater discharges. 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 rr 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 12 elements of a SWPPP in Special Condition S9.D.1-12, 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 and any other designed structures. 2. The Permittee must modify the SWPPP if, during inspections or investigations ■r 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 Construction Stormwater General Permit–December 1, 2010 Page 26 too IM 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, to 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. to C. Stormwater Best Management Practices (BMPs) BMPs must be consistent with: "' 1. Stormwater Management Manual for Western Washington(most recent edition), for sites west of the crest of the Cascade Mountains; or 40 2. Stormwater Management Manual for Eastern Washington (most recent edition), for sites east of the crest of the Cascade Mountains; or am 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 go incorporated into this permit in accordance with the permit modification requirements of WAC 173-226-230; or o 4. Documentation in the SWPPP that the BMPs selected provide an equivalent level of pollution prevention, compared to the applicable Stormwater Management Manuals, including: up 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 40 CFR part 125.3. D. SWPPP—Narrative Contents and Requirements '" The Permittee must include each of the 12 elements below in Special Condition S9.D.1- 12 in the narrative of the SWPPP and implement them unless site conditions render the ■r element unnecessary and the exemption from that element is clearly justified in the SWPPP. 1. Preserve Vegetation/Mark Clearing Limits WO a. Before beginning land-disturbing activities, including clearing and grading, clearly mark all clearing limits, sensitive areas and their buffers, and trees that to are to be preserved within the construction area. wr Construction Stormwater General Permit—December 1, 2010 to Page 27 b. Retain the duff layer,native top soil, 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 rr 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. Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. 3. Control Flow Rates so a. Protect properties and waterways downstream of development 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 S9.D.3.a, construct stormwater retention or detention facilities as one of the first steps in grading. Assure that detention facilities 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 siltation 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 design, install and maintain such controls to: so a. Construct sediment control BMPs(sediment ponds,traps, filters, 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 Construction Stormwater General Permit—December 1, 2010 Page 28 r.► 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. £ 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 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. it 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 aw During the dry season (May 1 - Sept. 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 r Construction Stormwater General Permit—December 1, 2010 o, Page 29 During the dry Season(July 1 - September 30): 30 days so 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 so activity. h. The Permittee must minimize the disturbance of steep slopes. so i. The Pennittee must minimize soil compaction and,unless infeasible,preserve topsoil. go 6. Protect Slopes a. The Permittee must design and construct cut-and-fill slopes in a manner to 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). 40 b. The Permittee must divert off-site stormwater(run-on)or ground water 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. i. West of the Cascade Mountains Crest: Temporary pipe slope drains must ■r handle the peak 10-minute velocity of flow from a Type 1 A, 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, go 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." Construction Stormwater General Permit—December 1, 2010 Page 30 .r. ii. East of the Cascade Mountains Crest: Temporary pipe slope drains must handle the expected peak flow velocity 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 Sormwater 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 velocity of flow from a Type 1 A, 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." �r ii. East of the Cascade Mountains Crest: Channels must handle the expected peak flow velocity 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. 9. Control Pollutants +rr Design, install, implement and maintain effective pollution prevention measures to minimize the discharge of pollutants. The Permittee must: err rr. Construction Stormwater General Permit—December 1, 2010 Page 31 a. Handle and dispose of all pollutants, including waste materials and demolition nrr debris that occur on site in a manner that does not cause contamination of stormwater. to 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. 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 contained in 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 W 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, 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 if necessary to prevent violations of water quality standards. h. Assure that washout of concrete trucks is performed offsite or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches, streets, or streams. Do not dump excess concrete on site, except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. err i. Obtain written approval from Ecology before using chemical treatment other than CO2 or dry ice to adjust pH. 10. Control Dewatering a. Permittees must discharge foundation,vault, and trench dewatering water, which have characteristics similar to stormwater runoff at the site, into a Construction Stormwater General Permit—December 1, 2010 Page 32 ,,, rrr r controlled conveyance system before discharge to a sediment trap or sediment pond. b. Permittees may discharge clean,non-turbid dewatering water, such as well- point ground water,to systems tributary to, or directly into surface waters of the State, as specified in Special Condition S9.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 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. 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 rr 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. 12. Manage the Project a. Phase development projects to the maximum degree practicable and take into account seasonal work limitations. b. Inspection and monitoring-- Inspect,maintain and repair all BMPs as needed to wr assure continued performance of their intended function. Conduct site inspections and monitoring in accordance with Special Condition S4. c. Maintaining an updated construction SWPPP --Maintain,update, and implement the SWPPP in accordance with Special Conditions S3, S4 and S9. Construction Stormwater General Permit—December 1, 2010 o; Page 33 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. 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 rr 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 water body, 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- "ot phase permit requirements apply. 510. NOTICE OF TERMINATION 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 S 10.A.1 have been sold and/or transferred(per General Condition G9), and the Permittee no longer has operational control of the construction activity; or rr Construction Stormwater General Permit—December 1, 2010 Page 34 rrr 3. For residential construction only, the Permittee has completed temporary stabilization and the homeowners have taken possession of the residences. w 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, Washington 98504-7696 The termination is effective on the date Ecology receives the NOT form, unless Ecology notifies the Permittee within 30 days that termination request is denied because the Permittee has not met the eligibility requirements in Special Condition S l O.A. 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 +wr required to submit a Notice of Termination form for this type of transaction. err r rr wr Construction Stormwater General Permit—December 1, 2010 Page 35 GENERAL CONDITIONS G1. 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 .r� A. All permit applications must bear a certification of correctness to be signed: 1. In the case of corporations,by a responsible corporate officer of at least the level of vice president of a corporation; 2. In the case of a partnership,by a general partner of a partnership; 3. In the case of sole proprietorship,by the proprietor; or 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 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 i£ 1. The authorization is made in writing by a person described above and submitted to the 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 G2.13.2 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: r "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 Construction Stormwater General Permit—December 1, 2010 Page 36 +r 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." 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: rr 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: wr 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 43.21B 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: Construction Stormwater General Permit—December 1, 2010 Page 37 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. err► 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, so 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. 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 r The Permittee must apply for permit renewal at least 180 days prior to the specified expiration date of this permit. err Construction Stormwater General Permit—December 1, 2010 Page 38 , ; w G9. TRANSFER OF GENERAL PERMIT COVERAGE Coverage under this general permit is automatically transferred to a new discharger, including operators of lots/parcels within a common plan of development or sale, if. A. A written agreement (Transfer of Coverage Form)between the current discharger (Permittee) and new discharger, signed by both parties and containing a specific date +� for transfer of permit responsibility, coverage, and liability is submitted to the Director; and B. The Director does not notify the current discharger and new discharger of the Director's 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. �r When a current discharger(Permittee) transfers a portion of a permitted site, the current discharger must also submit an updated application form (NOI) to the Director indicating the remaining permitted acreage after the transfer. G10. REMOVED SUBSTANCES 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 Sormwater to the final effluent stream for discharge to state waters. G1 I. 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)]. G12. OTHER REQUIREMENTS OF 40 CFR All other requirements of 40 CFR 122.41 and 122.42 are incorporated in this permit by reference. G13. ADDITIONAL MONITORING rrw Ecology may establish specific monitoring requirements in addition to those contained in this permit by administrative order or permit modification. Construction Stormwater General Permit—December 1, 2010 Page 39 G14. 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 r up to ten thousand dollars ($10,000) and costs of prosecution, or by impri sonment in 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 W 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. G15. UPSET aw 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 at 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 S51, 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. G16. PROPERTY RIGHTS This permit does not convey any property rights of any sort, or any exclusive privilege. �r G17. 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—December 1, 2010 Page 40 .r ,,. G18. 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. +w G19. 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. .r G20. REPORTING PLANNED CHANGES The Permittee must, as soon as possible, give notice to Ecology of planned physical w� 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: for sites 5 acres or larger, 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 S4. Following such notice,permit coverage may be modified, or revoked and reissued pursuant wr 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. wr wr Construction Stormwater General Permit—December 1, 2010 Page 41 G21. REPORTING OTHER INFORMATION ,rr 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 rr Ecology, it must promptly submit such facts or information. G22. REPORTING ANTICIPATED NON-COMPLIANCE The Permittee must give advance notice to Ecology by submission of a new application or so 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 operation and degradation of effluent quality, must be scheduled during non-critical water quality periods and carried out in a manner approved by Ecology. G23. 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. w G24. APPEALS ■r 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 43.21B 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 "' Construction Stormwater General Permit—December 1, 2010 Page 42 WW M shall be remanded to Ecology for consideration of issuance of an individual permit or permits. G25. 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. rrr G26. BYPASS PROHIBITED rr 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 wr 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. 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 Ww� of this permit. This bypass is permitted only if: rrr 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. wa 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 irr downtime or preventative maintenance), or transport of untreated wastes to another treatment facility. �r Construction Stormwater General Permit—December 1, 2010 Page 43 wfi c. Ecology is properly notified of the bypass as required in Special Condition S51 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-I 10, 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 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. rrt 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. Construction Stormwater General Permit—December 1, 2010 Page 44 as a w 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 iw 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. Ore 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. an ai a. ara� aar ra aa. Construction Stormwater General Permit—December 1, 2010 Page 45 dt 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, 2011, or before the date the operator's complete permit application is received by Ecology, whichever is later. Applicant means an o erator seeking coverage under this permit. ,iii Best Management Practices (BMPs) means schedules of activities,prohibitions of practices, maintenance procedures, and other physical, structural and/or managerial practices to prevent or Mi 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). 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. di 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. Id 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 Mi 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 Construction Stormwater General Permit—December 1, 2010 Page 46 M tw 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 r 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. r 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 ground water. Construction Activity means land disturbing operations including clearing, grading or excavation which disturbs the surface of the land. Such activities may include road construction, construction of residential houses, office buildings, or industrial buildings, and demolition activity. 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. 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. 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. wr• Construction Stormwater General Permit—December 1, 2010 Page 47 Dewatering means the act of pumping ground water or stormwater away from an active construction site. Director means the Director of the Washington 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. at Domestic Wastewater means water carrying human wastes, including kitchen,bath, and laundry wastes from residences, buildings, industrial establishments, or other places, together with such ground water 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 ground water than BMPs selected from the SWMM. Erosion means the wearing away of the land surface by running water, wind, ice, or other tot 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. Final Stabilization (same as fully stabilized or full stabilization)means the establishment of a permanent vegetative cover, or equivalent permanent stabilization measures (such as riprap, gabions or geotextiles) which prevents erosion. Ground Water means water in a saturated zone or stratum beneath the land surface or a surface water body. 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, 42 U.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 Construction Stormwater General Permit—December 1, 2010 Page 48 rr. 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 r 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.) �r 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 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 S 10 of this permit. O ep rator 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 monitoringLperiod 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. 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 Fact Sheet for further explanation.) wr Construction Stormwater General Permit—December 1, 2010 Page 49 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 water 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 (40 CFR 122.1). ai Receiving water means the water body at the point of discharge. If the discharge is to a storm sewer system, either surface or subsurface, the receiving water is the water body to which the storm system discharges. Systems designed primarily for other purposes such as for ground water 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. Sanitary sewer means a sewer which is designed to convey domestic wastewater. 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 water body, wetland, stream, aquifer recharge area, or channel migration zone. SEPA (State Environmental Policy Act) means the Washington State Law, RCW 43.21 C.020, Vi 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 Construction Stormwater General Permit—December 1, 2010 Page 50 at go reasonable potential to cause a violation of surface or ground water quality or sediment management standards. Significant concrete work means greater than 1000 cubic yards poured concrete or recycled concrete 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 water body, 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. 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. Construction Stormwater General Permit—December 1, 2010 .r Page 51 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 rrt substitute for the more permanent"final stabilization." Total Maximum Daily Load(TMDL) means a calculation of the maximum amount of a pollutant that a water body 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 girt TMDL calculations must include a "margin of safety" to ensure that the water body 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. 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 at as a"turbidity tube." Turbidity means the clarity of water expressed as nephelometric turbidity units (NTU) and 4 measured with a calibrated turbidimeter. Uncontaminated means free from any contaminant, as defined in MTCA cleanup regulations. See definition of"contaminant"and WAC 173-340-200. 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 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 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.) Construction Stormwater General Permit—December 1, 2010 Page 52 w Wheel wash wastewater means any water used in, or resulting from the operation of, a tire bath or wheel wash(BMP C 106: 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—December 1, 2010 .� Page 53 grit 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 CTB Cement-Treated Base CWA Clean Water Act DMR Discharge Monitoring Report EPA Environmental Protection Agency ESC Erosion and Sediment Control FR Federal Register trl 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—December 1, 2010 Page 54 , - - -- . .......... �j I^ �, S T A S x g3 "I'll I 1 k s ro i .-, '.11 x3 i, xx ,,. -. 11 -.1 I I 1-1- I I . I - - .. IN ,&�A TION I 11 I --- ,i- '�.......i�;,]:��;�'- 71 I W11 11 1 1 1. I'll I c z F� x � . Y x �� - \ 's I'll s Y w r s:. .` s s r rt cc s' � _- i. K s .'.'r _ _ _ - .'„ -ZP ..�.�. .-. - , :: �... __ .. a e i s r ,.« ary or re n. � ;. = ` SW 7th STREET/NACHES AVENUE SW STORM SYSTEM IMPROVEMENT PROJECT— PHASE I - Project SWP-27-3570 Traffic Control The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control plan and obtain City's approval of that plan when construction, repair, or maintenance work is to be conducted within the City's right-of-way. The plan shall be consistent with the provisions found in the State of Washington Manual on Uniform Traffic Control Devices (MUTCD) for Streets and Highways, section 1-10.2(2) and the Contract Documents. Traffic Control Plan shall be submitted to the City for review at or prior to the Preconstruction Meeting. da Traffic Control Standard Plans, application and requirements can be found in the City's website at: http://rentonwa-gov/living/default aspx?id=880 The Contractor shall be responsible for assuring that traffic control is installed and maintained in conformance to established standards. The Contractor shall continuously evaluate the operation of the traffic control plan and take prompt action to correct any problems that become evident during operation. Work hours (including detours) shall be limited to the following: o For work along SW 7th St working hours 8 am to 8 pm , Monday through Friday o For work along Naches Ave SW working hours 7 am to 8 pm, Monday through Friday o Saturday work is allowed, 7 am to 7 pm. o No work is allowed on Sunday The following minimum Traffic Control requirements shall be maintained during the construction of the project: • The Contractor shall maintain continuous access to businesses during business hours. • The Contractor shall maintain one way, eastbound, traffic along SW 7th St throughout the duration of work along SW 7th St (from Naches Ave SW to Powell Ave SW). Westbound traffic will be detoured around work area. Contractor shall use two flaggers (or one uniformed police officer) at the intersection of Powell Ave SW and SW 7th St, and three flaggers (or one flagger and one uniformed police officer) at the intersection of Naches Ave SW and SW 7th St to assist in the traffic control. Flaggers shall be able to communicate via radios. • The Contractor shall maintain one lane on each direction, along Naches Ave SW throughout the duration of work along Naches Ave SW as well as the MH 4—Vault installation in the intersection. • For the installation of vault (MH4), traffic shall be limited to local access only. No through traffic. Contractor shall set up a detour of through traffic between Oakesdale Ave SW and Powell Ave SW. • Contractor shall install Type 3 barricades along driveways on north side of SW 7th St so that access is limited to driveways along Powell Ave SW and Naches Ave SW. • Contractor is required to submit a Pedestrian Handling Plan within 10 days of award for City approval. The Plan shall include phases to go along with the various traffic control plan phases. • For work on SW 7th Street, Contractor shall place two Portable Changeable Message Signs for advance notice of work. Portable Changeable Message Signs shall be in operation no less than 3 working days in advance of work. • Additional flaggers/spotters may be needed at other times during various stages of construction and shall be specified in the Contractor's Traffic Control Plan and as required/approved by the City. The Contractor shall be responsible for notifying all affected property owners prior to i commencing the barricading of streets, sidewalks and driveways. See Special Provisions Section 1-10 for additional requirements. CITY OF RENTON � �5 t�r,��5� f, TRAFFIC CONTROL PLAN PROJECT NAME: PERMIT# CONSTRUCTION COMPANY: PHONE#: CONTACT NAME: PHONE#: ADDRESS: CELL#: E-MAIL ADDRESS: FAX#: PROJECT LOCATION: N/E/S/W OF: WORK TIME: APPROVED BY: JIM WORK DATE: APPROVAL DATE: Permit Holder agrees to all the following: • Comply with all traffic regulations of the City of Renton and the State of Washington. • Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on .o Uniform Traffic Control Devices. • Notify emergency services (253-852-2121)twenty-four (24) hours before any street or lane closures. • Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. 6 Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney's fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder's agents and employees. 0 The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City's reasonable attorney's fees and litigation costs incurred resulting from such claim. ++� • In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. ® Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. By my signature herein, I acknowledge all the above requirements. PRINT NAME: DATE: OFFICE COPY T- CONTRACTOR DEV.SERVICE,INSPECTION P.MILLER SIGNATURE: DEV.SERVICE,PLAN REVIEW S.LEE/J ILLIAN/R.NAIR POLICE CLARK WILCOX FIRE FIRE MARSHALL FS N13 ii NOTES: • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices(MUTCD) and shown by sketch or reference to WSDOT. • The plan must be submitted to the City's PW/Transportation Division for review and/or approval at least three working days prior to work. Oil • Approved Temporary Traffic Control Plan must be at the work site during work hours. • Contractor or entity must call Renton School District(425-204-4455)or any public/private agency to be affected by a temporary lane or road closure. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded. • Total road closure lasting more than 24 hours is subject to the approval by the City Council. • Any vehicle,equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. In the case of Temporary No Parking Zones,all the following apply in addition to previous: • Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. • Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block 72 hours in advance of effective date and time. • The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. • Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City's maintenance shop (3555 NE 2nd Street). SKETCH -- NORTH -- 1 w irk s� S i 9' pIty of Y GECJTECHNICAL REPORT �3 Y v i i t +rr ar GEOTECHNICAL ENGINEERING REPORT SW 7TH STREET/NACHES AVENUE SW STORM SYSTEM IMPROVEMENT PROJECT RENTON, WASHINGTON HWA Project No. 2011-044-21 r April 15, 2014 Prepared for: Leidos "" HWAGEOSCIENCES INC. April 15, 2014 HWA Project No. 2011-044-21 Leidos 999 Third Avenue, Suite 500 Seattle, Washington 98104-4042 .r Attention: Mr. Michael Giseburt, P.E. 40 Subject: GEOTECHNICAL ENGINEERING REPORT SW 7" Street/ Naches Avenue SW Storm System Improvement Project do Renton,Washington as Dear Mr. Giseburt: In accordance with your request, HWA GeoSciences Inc. completed a geotechnical engineering investigation to evaluate the alternative alignments for the proposed storm drain replacement project along SW 7th Street in Renton, Washington. This geotechnical engineering report summarizes our investigation and presents our recommendations for the selected alignment. We appreciate the opportunity to provide geotechnical engineering services on this .r project. Should you have any questions or comments concerning our enclosed report, or if we may be of further service, please do not hesitate to call. Sincerely, HWA GEOSCIENCES INC. Bryan K. Hawkins, P.E. Ralph Boirum, P.E. Senior Geotechnical Engineer Geotechnical Engineer, Principal iai aw Ow TABLE OF CONTENTS we Page 1.0 INTRODUCTION..........................................................................................................1 1.1 GENERAL.......................................................................................................1 r 1.2 PROJECT DESCRIPTION..................................................................................1 1.3 SCOPE OF SERVICES AND AUTHORIZATION....................................................2 2.0 FIELD AND LABORATORY INVESTIGATIONS................................................................2 rrr2.1 SITE EXPLORATIONS......................................................................................2 2.2 PREVIOUS EXPLORATIONS IN THE VICINITY ..................................................3 2.3 LABORATORY TESTING .................................................................................3 3.0 SITE CONDITIONS 3.1 SURFACE CONDITIONS...................................................................................4 ■r 3.2 GENERAL GEOLOGIC CONDITIONS ................................................................4 3.3 SUBSURFACE CONDITIONS.............................................................................5 3.3.1 Ground Water................................................................................6 r 3.3.2 Aquifer Testing and Analysis........................................................6 4.0 CONCLUSIONS AND RECOMMENDATIONS...................................................................7 4.1 GENERAL.......................................................................................................7 4.2 FOUNDATION CONSIDERATIONS....................................................................8 4.2.1 Seismic Considerations.................................................................8 4.2.2 Foundation Conditions and Pipe Bedding.....................................9 4.3 TEMPORARY SHORING...................................................................................10 4.4 DEWATERING................................................................................................11 4.5 FILL PLACEMENT AND MATERIALS ...............................................................12 4.6 SURFACE RUNOFF..........................................................................................13 5.0 HAZARDOUS MATERIALS..........................................................................................13 5.1 HAZARDOUS MATERIALS..............................................................................13 5.1.1 Black River Corporate Park..........................................................14 5.1.2 US West, Renton Admin. Building (300 SW 7th Street)...............16 5.1.3 K&N Meats (601 SW 7th Street) 5.1.4 Carwash Enterprises (621 Rainier Avenue South)........................17 rrr5.2 CONCLUSIONS ...............................................................................................18 5.3 GENERAL RECOMMENDATIONS.....................................................................18 5.3.1 Construction Issues........................................................................18 �. 5.3.2 Ground Water................................................................................19 5.3.3 Health and Safety..........................................................................20 6.0 CONDITIONS AND LIMITATIONS.................................................................................20 7.0 REFERENCES ...............................................22 .......................................................... �r Table of Contents (continued) LIST OF FIGURES(FOLLOWING TEXT) Figure 1. Vicinity Map Figure 2. Site and Exploration Plan Figure 3. Lateral Earth Pressures for Temporary Braced Shoring Appendices Appendix A: Field Exploration Figure A-1. Legend of Terms and Symbols Used on Exploration Logs Figures A-2—A-9. Logs of Boreholes BH-1 through BH-6 Appendix B: Laboratory Testing Figure B-1. Plasticity Chart ' Figures B-2 - B-9. Grain Size Distribution Appendix C: Previous Explorations in the Vicinity Figure C-1. Legend of Terms and Symbols Used on Exploration Logs Figures C-2—C-4. Logs of Boreholes BH-1 (2003)through BH-3 (2003) Figures C-5 — C-7. Grain Size Distribution Figure C-8. Plasticity Chart Appendix D: Aquifer Test Data and Trench Dewatering Analysis .r r No nr 2011-044-21 SW 7th Street Final Report April 2014 11 HWA GEOSCIENCES INC. r nw wr GEOTECHNICAL ENGINEERING REPORT SW 7TH STREET/NACHES AVENUE SW STORM SYSTEM IMPROVEMENT PROJECT RENTON,WASHINGTON ®rn 1.0 INTRODUCTION +r 1.1 GENERAL This report presents the results of a geotechnical engineering investigation completed by HWA GeoSciences Inc. (HWA) for the final selected alignment for the proposed storm drain improvement project along a corridor of SW 7th Street in Renton, Washington. The err purpose of this investigation was to evaluate the subsurface conditions along the selected alignment and to provide recommendations for design. We previously performed a geotechnical investigation to evaluate three proposed alternative alignments for the new storm sewer(HWA, 2012). All of the subsurface explorations were performed as part of the initial investigation. 1.2 PROJECT DESCRIPTION Our understanding of the project is based on discussions with and design information provided by Mr. Mike Giseburt of Leidos. We understand that the City of Renton plans to increase the storm drainage capacity for the project area. The general location of the site is shown on the Vicinity Map, Figure 1. Locations of our subsurface explorations in relation to the site are shown in Figure 2. The selected alignment is described below: ' The alignment begins at the intersection of SW 7th Street and Lind Avenue SW, where the new 60-inch diameter storm drain connects to an existing stormwater .w vault. The alignment then extends west in SW 7th Street to Naches Avenue SW and then extends north in Naches Avenue SW and drains into the open-channel drainage swale on the west side of Naches Avenue SW. New manholes and r,. Filterra water quality vaults will be installed as part of the project. Based on conversations with the design team, we understand that the project will be rr separated into phases with the first phase consisting of the portion from Powell Avenue to the north end at Naches Avenue, while the second phase will consist of the portion from Lind Avenue to Powell Avenue. We further understand that the new storm drain will generally be constructed adjacent to the existing storm drain and that the new drain pipe will be constructed at about the same invert elevation as the existing pipe, which is rrr about 10 feet below ground surface. wr April 15, 2014 HWA Project No. 2011-044-21 1.3 SCOPE OF SERVICES AND AUTHORIZATION A proposed scope of services and cost estimate for finalizing the geotechnical report was submitted by HWA to Leidos (formerly SAIC). Authorization for the work was subsequently provided in a Subconsultant Agreement, dated November 8, 2013. The scope of work completed for this portion of the project included reviewing and preparing ,rr relevant specifications and finalizing the geotechnical engineering report for the selected alignment. 2.0 FIELD AND LABORATORY INVESTIGATIONS 2.1 SITE EXPLORATIONS On October 12 through 14, 2011, HWA monitored the drilling of eight exploratory boreholes, designated BH-1 through 13H-8. These boreholes were performed by Holocene Drilling of Edgewood, Washington, under subcontract to HWA, using a truck- mounted drill employing hollow-stem auger drilling techniques. Boreholes extended to depths of about 30 feet below ground surface. A 2-inch diameter piezometer was installed in boreholes BH-1 and BH-3, with the slotted screen installed at a depth of 20 to 30 feet. Standard Penetration Test (SPT) sampling was performed in each borehole using a 2-inch outside diameter split-spoon sampler and a 140-pound auto-hammer. During the SPT, samples were obtained by driving the sampler 18 inches into the soil with the hammer free-falling 30 inches. The numbers of blows required for each 6 inches of penetration „o were recorded. The Standard Penetration Resistance ("N-value") of the soil is calculated as the number of blows required for the final 12 inches of penetration. This resistance, or N-value,provides an indication of relative density of granular soils and the relative No consistency of cohesive soils;both indicators of soil strength and foundation bearing capacity. In several of the boreholes, a 3-inch diameter split-spoon sampler was used due to poor recovery with the 2-inch sampler. The borehole logs indicate the depth at which the as standard sampler was switched to a 3-inch diameter. The number of blows required to advance the larger diameter sampler with the standard 140-pound hammer are greater than SPT penetration resistance due to the lower energy imparted, given the larger diameter sampler and same hammer weight. To avoid confusion, the number of blows required for the final 12 inches of penetration in these non-standard penetration test (NSPT) samples, are not plotted on our boring logs. 2011-044-21 SW 7th Street Final Report April 2014 2 HWA GEOSCIENCES INC. 66 to April 15, 2014 HWA Project No. 2011-044-21 The locations of the boreholes were determined approximately in the field by pacing and taping distances from existing site features and are shown on the Site and Exploration " Plan, Figure 2. A geotechnical engineer and/or geologist from HWA logged each exploration and recorded all pertinent information. Soil samples obtained from the boreholes were classified in the field and representative portions were placed in plastic bags. These soil samples were then taken to our Bothell, Washington, laboratory for further examination and testing. Pertinent information including soil sample depths, stratigraphy, soil engineering characteristics, and ground water occurrence was recorded. The stratigraphic r contacts shown on the individual exploration logs represent the approximate boundaries between soil types; actual transitions may be more gradual. The soil and ground water conditions depicted are only for the specific date and locations reported and, therefore, are not necessarily representative of other locations and times. A legend of the terms and symbols used on the exploration logs is presented in Figure A-1. Summary logs of the borehole explorations are presented in Figures A-2 through A-9. 2.2 PREVIOUS EXPLORATIONS IN THE VICINITY In 2003, HWA performed a geotechnical engineering investigation for a previous phase of storm drain work along 7th Avenue SW(HWA, 2003). Three of the boreholes, designated BH-1 through BH-3,performed for that phase are located in the vicinity of this new project, as shown in blue type on Figure 2. These previous boreholes are designated with `2003', in order to avoid confusion with the borehole designations performed for this new investigation. The logs of the previous boreholes are presented in Appendix C. All three of these previous boreholes extended to about 30 feet below ground surface and a 2-inch diameter piezometer was installed in each, with the slotted screen installed from w■ about 20 to 30 feet below ground surface, as shown on the logs in Appendix C. In addition to the borehole logs, laboratory test results for the three previous boreholes are included in Appendix C following the borehole logs. 2.3 LABORATORY TESTING .. Representative soil samples obtained from the subsurface explorations were taken to the HWA laboratory for further examination and testing. Laboratory tests were conducted on selected soil samples to characterize engineering properties of the soils. Laboratory tests, as described below, included moisture content determination, Atterberg limits and grain size distribution. The results of the laboratory testing are presented in Appendix B and in the paragraphs below. 2011-044-21 SW 7th Street Final Report April 2014 3 HWA GEOSCIENCES INC. April 15, 2014 HWA Project No. 2011-044-21 Moisture Content of Soil: The moisture content(percent by dry mass) of selected soil samples was determined in general accordance with ASTM D 2216. The results are shown at the sampled intervals on the appropriate borehole logs in Appendix A. Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits): Select fine-grained samples were tested using method ASTM D 4318, multi-point method. The results are reported on the attached Liquid Limit, Plastic Limit, and Plasticity Index report, Figure B-1. Particle Size Analysis of Soils: Selected borehole samples were tested to determine the particle size distribution of material in general accordance with ASTM D422. The results are summarized on the attached Grain Size Distribution Reports, Figures B-2 through B- 9, which also provides information regarding the classification of the samples and the moisture content at the time of testing. 3.0 SITE CONDITIONS 3.1 SURFACE CONDITIONS The project site is located near downtown Renton in a residential and light commercial area, as shown on the Vicinity Map, Figure 1. Site topography is relatively flat, with maximum relief of about 6 feet across the site (excluding drainage channels and streams). + ► 3.2 GENERAL GEOLOGIC CONDITIONS go The Puget Lowland has repeatedly been occupied by a portion of the continental glaciers that developed during the ice ages of the Quaternary period. During at least four periods, portions of the ice sheet advanced south from British Columbia into the lowlands of western Washington. The southern extent of these glacial advances was near Olympia, Washington. Each major advance included numerous local advances and retreats, and each advance and retreat resulted in its own sequence of erosion and deposition of glacial lacustrine, outwash and drift deposits. Between and following these glacial advances, sediments from the Olympic and Cascade Mountains accumulated in the Puget Lowland. As the most recent glacier retreated, it uncovered a sculpted landscape of elongated, north-south trending hills and valleys between the Cascade and Olympic mountain ranges, composed of a complex sequence of glacial and interglacial deposits. Post- glacial deposits within the Puget Lowland include alluvium, lacustrine deposits, volcanic mudflow deposits, and landslide deposits. The project area is located in the geologically recent floodplain of the Cedar River and former Black River, a site of deposition since the retreat of the last glacier some 13,000 years ago. Post-glacial alluvial sediments include fine sands and silts deposited in slow- 2011-044-21 SW 7th Street Final Report April 2014 4 HWA GEOSCIENCES INC. April 15, 2014 HWA Project No. 2011-044-21 moving water; coarse sands and gravels deposited in faster-moving active channels; and clayey silts, organic silts, and peats, deposited in still water such as ponds, oxbow lakes and Lake Washington. Portions of the proposed alignment cross the former channel of the Black River which was the outlet of Lake Washington until the early 20`h century. The Black River flowed to the Duwamish River until 1916 when the opening of the Lake "r Washington Ship Canal lowered the lake level and the Black River went dry (Galster and Laprade, 1991). A present-day drainage, also named the Black River, originates in wetlands approximately eight miles south of the project alignment and flows northwesterly through the P-1 forebay(located in the Black River Riparian Forest northwest of the project area) before its confluence with the Duwamish River in Tukwila. ,r. 3.3 SUBSURFACE CONDITIONS Geological information for the site was obtained from the Geologic Map of the Renton Quadrangle, King County, Washington (Mullineaux, 1965). The geologic map indicates that the project area is generally underlain by recent alluvium consisting of sand and gravel with peat, silt and clay. The map indicates that the western approximately one-third of the project area is aw underlain by recent alluvium, described as chiefly sand, silt and clay deposited by the Black, White, and Green Rivers before diversion of the White River to the south in 1906 and lowering of the Lake Washington water surface in 1916. The map indicates that the upper part of the alluvium is typically comprised of clayey silt and fine sand, while the lower part of the deposit consists mostly of medium and coarse sand. .r The eastern approximately two-thirds of the project area is underlain by recent alluvium described as sand and gravel deposited by the Cedar River along with associated thin +wr beds of silt, clay and peat. Based on our borings, the storm drain alignment is generally underlain by a sequence of or fill and alluvium. Fill was encountered directly beneath the pavement in nearly all of the borings, extending +ter to depths of approximately 2.5 to 7.5 feet. The fill consisted generally of loose to medium dense, clean to slightly silty, sand and gravel. Some of the fill encountered in these borings could be utility trench backfill from nearby utilities. Recent alluvium was encountered immediately below the fill in all of our explorations and extended the entire depth of the explorations. The alluvium consists of interbedded, very loose to medium dense, clean to very silty sand, and very soft to medium stiff, dark, organic silt,peat, and silt. These materials are relatively fine-grained and were deposited in a low-energy environment such as a lake or shallow estuary. They are moderately to 2011-044-21 SW 7th Street Final Report April 2014 5 HWA GEOSCIENCES INC. do April 15, 2014 HWA Project No. 2011-044-21 .ir highly compressible and have relatively low shear strengths. They may contain logs, stumps or other woody debris. These deposits are described as Alluvial Silts and Sands on the borehole logs. The borings also encountered a higher energy(i.e., deposited by faster moving water), coarser deposit of alluvium consisting of sands and gravel containing cobbles and possibly boulders. The coarser alluvial soils are generally present below the fine-grained alluvium, although there are occasional layers of one within the other. These deposits are described as Alluvial Sands and Gravels on the borehole logs. The higher energy, coarse alluvium consists of medium dense to dense, gray to brown, clean to silty gravelly sand and sandy gravel, with occasional cobbles. Trace organic debris, consisting of sticks, roots, and other organic matter was encountered in several samples. Although no boulders were identified in the explorations, boulders may be present in the coarse alluvium. Because the borings were not drilled in the exact locations of the proposed pipeline to alignment and the alluvial soils vary considerably in short distances, actual soil conditions in the pipeline excavation may be different than indicated. 3.3.1 Ground Water Ground water was encountered in all borings during drilling at depths varying from approximately 4 to 14 feet below ground surface, with most ground water levels in the vicinity of about 7 to 10 feet below ground surface. A 2-inch diameter PVC piezometer was installed in boreholes BH-1 and BH-3 to monitor ground water levels. Ground water levels taken about two weeks after drilling indicated water levels of 10.6 feet and 7.9 feet below road surface in boreholes BH-1 and BH-3, respectively. It is anticipated that ground water conditions will change in response to rainfall, time of year and other factors. 3.3.2 Aquifer Testing and Analysis HWA performed testing and data analyses to estimate aquifer hydraulic conductivities. rr Our aquifer testing included single-well,post-pumping ground water level recovery tests at piezometers BH-1 and BH-3. The recovery tests were performed by pumping piezometers BH-1 and BH-3 at a constant rate until the pumping water level stabilized(45 to 65 minutes),then recording the water level in each piezometer until it recovered to pre-test levels. During the test,water level changes were monitored by a datalogging pressure transducer. as 2011-044-21 SW 7th Street Final Report April 2014 6 HWA GEOSCIENCES INC. we April 15, 2014 HWA Project No. 2011-044-21 an HWA analyzed the results of the pumping tests using the Aquifer Test for Windows Version 3.0 software (Waterloo Hydrogeologic, 2001). We used the Theis recovery method included in the software to analyze the pumping test recoveries in wells BH-1 and BH-3. This method is appropriate for confined or semi-confined aquifer conditions, and is also appropriate for unconfined aquifer conditions if the water level drawdown during pumping is small compared to the saturated thickness of the aquifer. The analysis for each piezometer was compensated for partial penetration well completions. An �r► estimated aquifer thickness of 50 feet was used for calculation purposes. Refer to Table 1 for hydraulic conductivity values determined through the testing and analyses. Appendix C contains printouts from the AquiferTest software used to analyze the test results. Table 1. Hydraulic Conductivity(K) Estimates From Single-Well Recovery Testing '. Screened Water- Assumed Rising Head Well SWL Screen interval bearing ID ) (ft bgs) Penetratio K r� (ft bgs) Materials Method n (cm/sec)` BH-1 20-30 10.62 Alluvial sand Partial Theis Recovery 7.6x101 r and gravel BH-3 20-30 7.88 Alluvial silty Partial Theis Recovery 4.9x102 sand SWL—static water level Ft bgs—feet below ground surface Aquifer materials at the project site typically consist of alluvial sands and silty sands. The hydraulic conductivities calculated by pumping methodologies (approximately 5x10-2 to 8x10-2 cm/sec) are representative of granular alluvial materials. As expected, we the hydraulic conductivity is slightly higher in the coarse-grained materials observed at boring BH-1. The range is within that expected for the observed aquifer materials (Freeze and Cherry, 1979). aw 4.0 CONCLUSIONS AND RECOMMENDATIONS 4.1 GENERAL We understand that the new storm drain will generally be constructed adjacent to the existing storm drain. The soils along the proposed alignment consist of recent alluvial deposits along the entire project site. �r #W 2011-044-21 SW 7th Street Final Report April 2014 7 HWA GEOSCIENCES INC. W April 15, 2014 HWA Project No. 2011-044-21 Based on the subsurface conditions encountered in our geotechnical investigation, the following constraints will affect the design and construction of the proposed project: w • The proposed pipeline will traverse loose, soft alluvial soils below the ground water table. These soils include compressible clays, silts and peat, in addition to sands and gravels containing occasional cobbles. Logs or other wooden debris and occasional boulders also may be present along the proposed pipe alignment. • In some areas the proposed storm sewer invert will extend below ground water. Construction dewatering will be necessary. • Ground water seepage/flow into excavations will likely be greater where existing subsurface utility trenches are encountered, as these were likely backfilled with permeable, granular materials that convey water more easily than some of the native, .r fine-grained alluvial soils. • The potential need to minimize surface disruptions during construction along with the r desire to avoid undermining existing utilities, structures and roadway due to soil sloughing and caving using traditional trench box shoring methods. Based on these concerns, our recommendations include using either braced steel plates, steel sheetpiles, sinking trench box (Slide Rail system) shoring or traditional trench boxes to support the excavation. These recommendations will provide for flexibility in the method to support the excavation sidewalls and limit dewatering and ground water flow into the excavation. The following sections provide recommendations for seismic considerations, foundation design, shoring, construction dewatering,backfill,hazardous materials and other construction considerations. 4.2 FOUNDATION CONSIDERATIONS 4.2.1 Seismic Considerations Soil liquefaction is a phenomenon wherein saturated soil deposits temporarily lose strength and behave as a liquid in response to earthquake shaking. Soil liquefaction is generally limited to loose granular soils located below the water table. ' The upper alluvial soils in the project area have a high susceptibility to liquefaction. Evidence of liquefaction was observed in the project area during the 1965 magnitude 6.5 Seattle-Tacoma earthquake. 2011-044-21 SW 7th Street Final Report April 2014 8 HWA GEOSCIENCES INC. rrr April 15, 2014 HWA Project No. 2011-044-21 However, in our opinion, trench backfill compacted as specified in further sections of this report will have little or no liquefaction potential. It would be impractical to design this project to mitigate for potential liquefaction effects. 4.2.2 Foundation Conditions and Pipe Bedding Along most of the alignment, the soils at the proposed storm drain invert elevation consist of very soft to soft silt, and loose silty sand. It will not be feasible to remove these soils, as these deposits extend to considerable depths. To provide suitable support and bedding for the pipe, we recommend the storm drain be founded on suitable bedding material meeting the requirements of Gravel Borrow for Pipe Zone Bedding, Section 9- 03.12(3) of the WSDOT Standard Specifications (WSDOT, 2012). To minimize trench subgrade disturbance during excavation, the excavator should use a smooth-edged bucket ,w. rather than a toothed bucket. Pipe bedding should provide a firm uniform cradle for support of the pipes. A minimum 12-inch thickness of bedding material beneath the pipe should be provided. Prior to installation of the pipe, the pipe bedding should be shaped to fit the lower part of the pipe exterior with reasonable closeness to provide uniform support along the pipe. Pipe W& bedding material should be used as pipe zone backfill and placed in layers and tamped around the pipes to obtain complete contact. To protect the pipe, bedding material should extend at least 12 inches above the top of the pipe. In areas where the subgrade soils in the trench excavation consist of fine-grained soils, such as silt/clay, or organic rich soils, we recommend that 1 to 2 feet of these soils be over-excavated and replaced with clean sand backfill. A geotextile separator fabric should be placed over the native soils prior to placement of the clean sand/pipe bedding. We recommend that the geotextile meet the requirements of WSDOT Standard Specifications (WSDOT, 2012) Section 9-33.2(1) Table 3 for Separation. We recommend that a qualified earthworks inspector observe subgrade conditions during construction and determine if and where a separator is necessary, in addition to providing full-time monitoring of all backfilling operations. rr We recommend that all manhole, vault and Filterra structures be founded on a minimum of 6 inches of Crushed Surfacing Top Course (CSTC) meeting the requirements of Section 9-03.9(3) of the WSDOT Standard Specifications(WSDOT, 2012). A separator fabric, as described above, should be placed below the CSTC where fine-grained soils, such as silt/clay, or organic rich soils are encountered at the base of the excavation. OW im Orr 2011-044-21 SW 7th Street Final Report April 2014 9 HWA GEOSCIENCES INC. to April 15, 2014 HWA Project No. 2011-044-21 4.3 TEMPORARY SHORING Excavations for the storm sewer trench can be accomplished with conventional excavating equipment such as backhoes and trackhoes. Because of the nature of the alluvial soils, the high ground water table, potential for flowing sands, and the depths of excavation, the excavations will require construction dewatering and temporary shoring. We have identified three methods by which the excavation could be shored: traditional trench boxes, steel plates with hydraulic/adjustable bracing and driven/vibrated .r interlocking sheet piles with internal bracing. In some areas, trench boxes may not provide adequate sidewall support and could allow .r soils to slough and cave, resulting in loss of support for existing utilities and the road surface. These soft/loose soils have the potential to slough to slopes approaching 1.25H:1 V (horizontal:vertical). Where utility and roadway protection is of more concern, steel plates with adjustable or hydraulic bracing may be used for temporary shoring. Excavation to, or slightly below, the water table may be possible before placement of the steel plates. Thereafter, excavation could continue within the plates. at Where it is necessary to minimize the area affected by trench excavation, and/or protect nearby structures or utilities, the use of interlocking sheetpiles may be required. The use of sheetpiles would also minimize ground water flow into the excavation and limit the amount of dewatering required,protecting nearby utilities and structures from settlements associated with dewatering. The temporary shoring should be designed to resist the lateral earth pressures resulting from the soil and ground water as well as any traffic and/or construction surcharge loads. Figure 3 presents lateral earth pressures for use in temporary shoring design assuming ground water at the ground surface. wr We recommend that the contractor be required to submit a shoring/excavation plan for review prior to construction. The plan should be required to contain specific measures VAN for temporary support and protection of the existing utilities and structures. Precautions should be taken during removal of the shoring to minimize disturbance of the pipe, underlying bedding materials, and native soils. Maintenance of safe working conditions, including temporary excavation stability, is the responsibility of the contractor. In accordance with Part N of WAC (Washington Administrative Code) 296-155, all temporary cuts in excess of 4 feet in height should be sloped or shored. The existing native soils generally consist of loose sands and soft silt. These sand deposits generally classify as Type C soil, per WAC 296-155, and, if no 2011-044-21 SW 7th Street Final Report April 201410 HWA GEOSCIENCES INC. April 15, 2014 HWA Project No. 2011-044-21 wr shoring is used, should be sloped no steeper than 1'/2H:1 V. Flatter side slopes will be required where ground water seepage is encountered. 4.4 DEWATERING HWA estimated the maximum ground water inflows to the open trench during construction using a spreadsheet model based upon equations presented in Powers and others (2007). Assumptions underlying these equations are: rr • The length of the trench is much greater than the width r • The aquifer is unconfined • The extent of the water table decline around the trench during dewatering ,rr activities is less than the distance to any nearby ground water recharge source such as a stream or lake • Ground water flow to the trench is steady state err Data we used in the spreadsheet model were: „�, • Depth to ground water is 4 to 8 feet bgs • Trench depth is 8 to 10 feet below existing grade ,,�, • Trench width is 10 feet • The distance to the nearest surface water features, the P-1 channel and P-1 ow forebay, is approximately 2,400 ft • Aquifer thickness is 50 feet • Aquifer hydraulic conductivity is 4.9x10-2 to 7.6x10-2 centimeters per second(140 to 215 feet per day)per Table 1 above • We assumed that the contractor would have 100 feet of trench open at any time. Our analysis of ground water inflow to the trench is presented in Appendix D. The estimated ground water inflow to the trench is approximately 500 gallons per minute (gpm). However, it should be noted that ground water conditions can vary substantially over time, and over relatively short distances. For example, during construction it is possible that: .r� • The aquifer thickness and hydraulic conductivity are not constant over the entire project distance and may vary considerably • Zones of higher water table elevation may be encountered during construction • Unanticipated sources of ground water recharge may be encountered r 2011-044-21 SW 7th Street Final Report April 201411 HWA GEOSCIENCES INC. Ow April 15, 2014 HWA Project No. 2011-044-21 • Construction dewatering total flow rates may initially be higher than estimated if excavation begins during the rainy season,but should decline after the water table equilibrates In particular, ground water flow rates greater than our estimated 500 gpm may be encountered between Hardie and Lind Avenues SW where the project crosses and runs parallel to the alignment of the former Black River because ground water may preferentially flow in the alluvial sediments in that section of the project. If project Alternative 1 or 2 is selected, then significant quantities of ground water may also be encountered in the vicinity of Naches Avenue SW which is in close proximity to the former Black River alignment. Accordingly, the dewatering contractor should be prepared to encounter trench inflow rates different than estimated here. Ground water flow rates into the trench will be lowest if construction occurs during the summer and early fall. Dewatering will likely require dewatering wells or well points in some or all areas. Settlement of adjoining ground surface, structures or utilities may occur due to dewatering activities. Dewatering should be performed in such a way as to rr not cause settlements or damage to adjacent areas, which may require reinjection of ground water. Design and implementation of any dewatering system is the responsibility of the contractor. Dewatering systems should be designed and submitted to the project engineer for approval prior to the commencement of the excavation. 4.$ FILL PLACEMENT AND MATERIALS In general the existing soils that will be excavated are very silty and organic-rich, and they will be unsuitable for re-use as trench backfill. Where granular structural fill is utilized, it should consist of Gravel Borrow meeting the requirements of Section 9-03.14(1) of the WSDOT Standard Specifications(WSDOT, 2012). It should be free of gravel, organics and other debris. The on-site soil removed from the excavation will generally not be suitable for reuse as structural fill, due to the abundance of soft, wet, organic, silty soils. The structural trench backfill should be moisture conditioned to within about 3 percent of optimum moisture content, placed in loose horizontal lifts less than 6 inches in thickness, and compacted to at least 95 percent of the maximum dry density(MDD), determined using test method ASTM D 1557 (Modified Proctor). mi Trench backfill should be densely compacted in a systematic manner. The contractor should develop compaction methods that consistently produce adequate compaction levels. All backfilling operations should be monitored full-time by a qualified inspector and a sufficient number of in-place density tests should be performed as the fill is placed to determine that the required compaction is being achieved. wr 2011-044-21 SW 7th Street Final Report April 201412 HWA GEOSCIENCES INC. iwr April 15, 2014 HWA Project No. 2011-044-21 +rr During placement of the initial lifts, the trench backfill material should not be bulldozed into the trench or dropped directly on the pipe. Furthermore, heavy vibratory equipment should not be permitted to operate directly over the pipe until a minimum of 2 feet of backfill has been placed over the pipe bedding. A significant cause of large settlement results from inadequate shoring practices and poor compaction during shoring removal and backfilling. Special care must be taken to obtain good compaction up to the edges of the excavation as the shoring is removed. Moreover, attention must be paid to ensuring good compaction around manholes. 4.6 SURFACE RUNOFF Surface runoff control during construction should be the responsibility of the contractor, ,Ir and should be treated prior to discharge so as to comply with State water quality standards. Grading measures, slope protection, ditching, sumps, dewatering, and other measures should be employed as necessary to permit proper completion of the work. wr 5.0 HAZARDOUS MATERIALS 5.1 HAZARDOUS MATERIALS HWA evaluated the project alignment for the potential presence of contamination that may present issues during construction, by conducting a search for listed contaminated sites along the alignment, and reviewing files available at the Washington State Department of Ecology(Ecology) and provided by the City of Renton. Eighteen listed sites were identified along or adjoining the project alignment. Of these, w. four(highlighted in yellow below) with documented releases of contaminants into the environment were further evaluated with file reviews, and are described below. Facility ID Facility Name Address Listings 82996938 Multichem Analytical Hazardous Waste Generator, Hazardous Svcs Waste Planner rr 11361937 Rockwell Collins Inc Hazardous Waste Generator 48726967 Bartells Material Hazardous Waste Generator Management 91348673 EJ Bartells Renton Hazardous Waste Generator 2697233 Unified Grocers Inc Hazardous Waste Generator a* Renton 57236512 ALLIED TUBE& Toxics Release Inventory, Hazardous Waste No CONDUIT CORP Generator, Hazardous Waste Planner, Industrial SW GP am 2011-044-21 SW 7th Street Final Report April 201413 HWA GEOSCIENCES INC. aw April 15, 2014 HWA Project No. 2011-044-21 98688171 Scott Container Prod Hazardous Waste Generator, Emergency/Haz Group Chem Rpt TIER2, Underground Storage Tank 98997279 Aim Aviation Hazardous Waste Generator, Hazardous Waste Planner 2612511 Kaye Smith Business Hazardous Waste Generator, Hazardous Graphics Waste Planner, Haz Waste Management Activity 49373953 DRAPER VALLEY Emergency/Haz Chem Rpt TIER2,Toxics FARMS RENTON Release Inventory, Hazardous Waste Generator, Underground Storage Tank, Industrial SW GP 87125963 Rockwell Intl Collins Hazardous Waste Generator Avionics 58499353 Sound Ford 750 Rainier Ave S Hazardous Waste Generator, LUST Facility, Hazardous Waste Planner, Underground Storage Tank, State Cleanup Site, Haz Waste Management Activity, 97449375 Bob Bridge Toyota Underground Storage Tank, Hazardous Waste Generator 88484571 WOLF BROS OIL CO Underground Storage Tank INC 2570 US WEST RENTON 300 SW 7th St Underground Storage Tank, LUST Facility, ADMIN Independent Remedial Actn Prg 27778869 RENTON 1 /Brown Bear 621 &641 LUST Facility, Underground Storage Tank Car wash RAINIER AVE S 72559666 K&N MEATS 601 Seneca Ave LUST Facility, Underground Storage Tank SW 2272 BLACK RIVER Corp OAKSDALE AVE Toxics, Independent Cleanup PARK TRACT A SW HWA also field screened the samples from the geotechnical boreholes located along the project alignment. No visual, odor, or other indications of contamination were observed during our exploration program. at 5.1.1 Black River Corporate Park HWA reviewed files provided by the City of Renton and available at Ecology. The Black River Corporate Park site described in the files includes areas north of Oakesdale Avenue South and Southwest 7th Street, extending west of Naches Street some 1600 feet. The western half of this area is known as Tract A, and the eastern half as Tract B or the Phase VIII property. Dredge spoils were deposited on Tract A around 1984. Sampling in 1990 and 1991 indicated the presence of petroleum hydrocarbons and metals in the 2011-044-21 SW 7th Street Final Report April 201414 HWA GEOSCIENCES INC. `' VIA ■r. April 15, 2014 HWA Project No. 2011-044-21 dredge spoils. Later sampling(ca. 1997) on Tract B revealed petroleum hydrocarbons and metals in a drainage swale/channel. A corporate office/business park was constructed on the southeast portion of Tract B, and the remaining portion of Tract was acquired by the City of Renton. This remaining City owned parcel is currently under consideration for proposed stormwater improvements as part of the Hardie Ave. SW— SW 7th St. project. Hart Crowser conducted a Supplemental Environmental Assessment at Tract B in 1997. Previous investigations found fill soils within a drainage and wetland area on the site contained petroleum hydrocarbons (TPH), lead, and cadmium exceeding Ecology Model Toxics Control Act (MTCA) cleanup levels. Hart Crowser collected shallow(0 to 3 feet below ground surface, (bgs)) soils from hand auger borings and test pits throughout Tract «■ B, with emphasis in a drainage course at the northeastern edge of the property. Shallow samples, typically consisting of wetland vegetation and organic silts, generally did not exceed MTCA cleanup levels for the selected analytes (Hart Crowser, 1997). Deeper samples (1.5 feet bgs and below) contained metals and TPH exceeding MTCA cleanup levels. The contaminated soils appeared to be concentrated within a swale that conveyed stormwater discharge from a former stormwater outfall, and other(more upland) areas on the site generally did not have exceedances. Although the former property owners and consultants attributed the source of contamination to stormwater flowing through this area, the concentrations observed are in some cases higher than what might be expected solely from stormwater runoff. Hart Crowser estimated the volume of affected soils to range from 1,000 to 9,000 cubic yards. Ground water samples were not collected as part of their investigation. .r The City-owned portion of Tract B (containing contaminated soils) may be an alternative location for a stormwater facility(i.e., a wetpond and possibly a new storm pipe). Proposed construction should be designed to minimize the disturbance of contaminated soils in this area. The impacted soils are currently located below cleaner silts and vegetation, and construction or excavation of drainage features should be avoided if at all possible. Additional exploration and sampling should be conducted in areas proposed for construction to evaluate the presence and extent of contaminated soils, and to estimate contaminated soil volumes, cleanup costs, and to prepare hazardous materials handling and disposal specifications for construction. Collected soil and ground water samples should be analyzed for petroleum hydrocarbons and metals at an accredited analytical laboratory. 2011-044-21 SW 7th Street Final Report April 201415 HWA GEOSCIENCES INC. rrr Ali April 15, 2014 HWA Project No. 2011-044-21 rr 5.1.2 US West, Renton Admin. Building (300 SW 7" Street) The site is located on the north side of SW 7th Street and is a listed leaking underground storage tank(LUST) site. Delta Environmental Consultants (Delta, 1994)prepared a UST site assessment report for the site. Two 6,000 gallon gasoline underground storage tanks (USTs) and one 300 gallon diesel UST were removed from the site. The tanks 0 were located on the north side of the building, some 200 feet north of SW 7th Street. Releases from the USTs were not observed, and post-removal soil samples collected from the UST excavations either did not contain detectable concentrations of TPH, or the concentrations were below cleanup levels. Delta observed petroleum-affected soils beneath a fuel dispenser. Approximately 65 cubic yards of soil was removed and stockpiled for analysis. Approximately ten cubic yards were subsequently removed from the site for treatment. The contamination was assumed to be associated with overfill and/or spills. Ground water was encountered at ten feet bgs,but was not sampled at the time. ww Delta prepared an addendum to an Independent Remedial Action Report(not in the file but referenced as March 1996). A soil boring and ground water monitoring well were installed in the inferred downgradient position of the former USTs at Ecology's request for closure of the Independent Remedial Action. Ground water was encountered at eight feet bgs. Soil and ground water samples collected from the monitoring well did not contain detectable concentrations of TPH. Ecology provided a No Further Action (NFA) letter for the site in April 1996. Based on the available documentation and location of the releases, it is unlikely that contamination from the U.S. West site will affect soils in the project corridor due to the limited release to soils at the site and lack of evidence of ground water contamination. 5.1.3 K&N Meats (601 SW 71" Street) The site is located on the south side of SW 7th Street and is a listed LUST site. B&C Equipment (1990)prepared a letter report documenting soil and ground water sampling associated with removal of one 10,000 gallon gasoline, one 10,000 gallon diesel, and one aril 500 gallon waste oil UST from the site. Multiple soil samples were collected from the excavation sidewalls at the approximate soil-ground water interface at seven feet bgs. Additionally, B&C collected a water sample from standing ground water within the excavation. The samples were analyzed for TPH and BTEX (benzene, toluene, ethylbenzene, and xylenes). Several post-excavation soil samples exceeded 200 milligram per kilogram(mg/kg) (the MTCA petroleum cleanup level in effect at the time of the UST removal), and overexcavation of selected areas was performed to remove these soils. After 2011-044-21 SW 7th Street Final Report April 201416 HWA GEOSCIENCES INC. April 15, 2014 HWA Project No. 2011-044-21 overexcavation, The TPH concentration in one southwest sidewall sample (1,187 mg/kg) exceeded the 200 mg/kg MTCA cleanup level. The soil sampling location was adjacent to a street or structure and was not removed. The report included a hand-drawn sketch map of the excavation and sampling locations, but with no other features (e.g., streets, buildings) that provide information as to the actual location of the samples. The remainder of the post-excavation samples either did not contain detectable aw concentrations of TPH, or the concentrations were below cleanup levels. TPH and BETX were detected in the initial excavation water sample. A second water sample was collected after overexcavation and pumping, and the subsequent sample did not contain detectable concentrations of TPH or BTEX, or the concentrations were below cleanup levels. A total of 182 cubic yards of petroleum-affected soils were disposed of at the Cedar Hills Regional Landfill. The file for this site did not contain any other significant information regarding the UST removal or soil remediation. .e Based on the available documentation, it is unlikely that petroleum contamination from the K&N Meats site will affect soils in the project corridor. With the exception of one soil sample,remnant soils left in place after overexcavation are `Class 1' or `Class 2' soils as defined by Ecology(2010). These soils may be reused as on-site fill above ground water if structurally suitable,but will require disposal as contaminated if not. 5.1.4 Carwash Enterprises (621 Rainier Avenue South) `L The site is located approximately 500 feet east of the project alignment and is a listed LUST site. The reviewed file did not contain a UST site assessment report or other associated information. The file for this site included an application document to King County Department of Metropolitan Services (Metro) for a wastewater discharge permit (Shannon&Wilson, 1995). The application contained excerpts of a Shannon&Wilson ground water monitoring report and a remedial system pilot test report. According to the ground water monitoring data included in the application, ground water at the site contained gasoline range hydrocarbons and BTEX in exceedance of MTCA cleanup levels in multiple site monitoring wells. According to water level elevations documented in the remedial system pilot test report, ground water flow at the site is to the south, toward Rainer Avenue South. The file did not include other remedial reports or subsequent ground water monitoring reports. Based on the available data, there is the potential for ground water impacts at 2011-044-21 SW 7th Street Final Report April 201417 HWA GEOSCIENCES INC. rr ;k April 15, 2014 HWA Project No. 2011-044-21 SW 7th Street and Rainier Avenue South; however, the site is unlikely to affect the Hardie Ave. SW—SW 7th St. project due to the distance from the project. 5.2 CONCLUSIONS Based on the findings of this study, with the exception of the Black River site, there is a low to moderate potential that subsurface activities (excavation, earthwork, grading and utility work) in the project corridor may encounter soils and ground water that may contain elevated concentrations of petroleum or other contaminants. Although there is insufficient information to delineate potentially contaminated areas on the plans, construction bid documents should include all background information, analytical results and provisions for contaminated soil handling, treatment/disposal, and health and safety requirements. Proposed project improvements (a wet pond) at the Tract B /former Black River site are very likely to encounter contaminated soils, and should be called out on project plans and in the specifications. Construction bid documents should include all background information, analytical results and provisions for contaminated soil handling, treatment/disposal, and health and safety requirements. Proposed stormwater discharge, detention, or conveyance is likely to exacerbate or disturb the contamination, as well as trigger regulatory scrutiny. Project design should be re-evaluated with respect to contamination issues in this area. Additional exploration and sampling should be performed at the Tract B / former Black River site in areas proposed for new construction, to evaluate potential cleanup costs and construction impacts. a Additional explorations are also recommended in the channel between Naches and Powell streets, if this area is slated for excavation or channel modifications. This channel is directly upstream of, and feeds into Tract B / Black River site. This area has not previously been sampled, and may be impacted if stormwater was the source of impacts at the Black River site. 5.3 GENERAL RECOMMENDATIONS 5.3.1 Construction Issues Construction bid documents (plans and specifications) should include all available analytical results and provisions for contaminated soil and waste handling, treatment/disposal, and health and safety requirements. Subsurface work in the vicinity of reported release locations should account for field screening during excavation and segregation and analytical testing of suspected contaminated soils and ground water, if encountered. If impacted soils are discovered 2011-044-21 SW 7th Street Final Report April 201418 HWA GEOSCIENCES INC. April 15, 2014 HWA Project No. 2011-044-21 during construction, soils should be sampled and analyzed by the owner's representative to limit the volume requiring treatment or disposal and to document the findings. Excavation outside of the utility trenches is not recommended. Several treatment and disposal options for contaminated soils are available, including: • On-site disposal (use as roadway subgrade, or hot batch asphalt incorporation); Off-site landfill disposal at a licensed facility; �w • Off-site thermal treatment and disposal/recycling at a licensed facility. Costs to excavate, haul, treat or dispose of petroleum contaminated soils generally range from $40 to $60 a ton. r Net export or unsuitable soil excavated for construction that does not contain contaminants exceeding cleanup levels may still require treatment or disposal at a licensed facility, as many fill sites will not accept soils with detectable concentrations of contaminants. MTCA cleanup levels are used in this report for reference only, and normally apply to soils being excavated for the purpose of remediation. If excavated materials (e.g., "unsuitable" or net export soils) are disposed off-site,property owners at the receiving site should be notified of the results of this study and any additional testing information available at that time. Criteria for unrestricted use of soils may be lower than some cleanup levels. Soils with contaminant concentrations above detection limits but below cleanup levels should not be used as fill near surface or ground water. The contractor should be required to notify the Engineer or Owner's representative of suspected contaminated materials, with provisions in the specifications for assisting the Engineer with excavations for testing, segregating and stockpiling materials, sedimentation and erosion control, dust control, decontamination, and standby time or provisions for delays due to testing. The contractor should be required to submit waste characterization, waste management, spill prevention/control, and health & safety plans which address these issues. HWA recommends sampling and testing for any contractor force account or unit rate pay items (e.g., contaminated soils disposal) be conducted by the Owner's representative. 5.3.2 Ground Water Although no known ground water contamination is documented along the project alignment, it is possible; therefore construction bid documents (plans and specifications) addressing construction dewatering should include all analytical results and provisions for contaminated water testing, storage, treatment/disposal, and health and safety wr requirements. Contaminated water treatment/disposal options may include: 2011-044-21 SW 7th Street Final Report April 201419 HWA GEOSCIENCES INC. April 15, 2014 HWA Project No. 2011-044-21 • Off-site treatment and disposal; • On-site treatment and discharge; • Discharge to sanitary sewer under permit. These measures may be handled as force account or unit rate (per gallon,but with no minimum guarantee)bid items. If ground water is encountered which is suspected of being contaminated based on visual, odor, or other characteristics or information, sump pumping or dewatering discharge should be stored on site and tested to determine treatment/disposal options. Off-site disposal typically is feasible for small quantities of water(<10,000 gallons). Short-term discharge to sanitary sewer under permit would likely be permitted depending on the water quality. 5.3.3 Health and Safety HWA recommends that appropriate health and safety measures be taken during excavation in areas where refuse, contaminated soils, ground water, or vapors may be ifr present. These measures may include,but are not limited to,preparation of a site specific health and safety plan, air monitoring, site control/access,protective and decontamination measures, worker training, certification, and medical monitoring. We recommend an industrial hygienist or health and safety specialist be consulted to determine the applicability of these requirements. Construction specifications should include all available analytical results including this and other available reports. 6.0 CONDITIONS AND LIMITATIONS We have prepared this report for Leidos and the City of Renton for use in design of a portion of this project. This report should be provided in its entirety to prospective contractors for bidding and estimating purposes; however, the conclusions and interpretations presented in this report should not be construed as a warranty of the subsurface conditions. Experience has shown that soil and ground water conditions can vary significantly over small distances. Inconsistent conditions can occur between explorations and may not be detected by a geotechnical study. If, during future site operations, subsurface conditions are encountered which vary appreciably from those described herein, HWA should be notified for review of the recommendations of this report, and revision of such if necessary. Sufficient geotechnical monitoring, testing, and consultation by HWA GeoSciences, Inc., should be provided during construction to confirm that the conditions encountered are 2011-044-21 SW 7th Street Final Report April 201420 HWA GEOSCIENCES INC. to April 15, 2014 HWA Project No. 2011-044-21 ow consistent with those indicated by the explorations, to provide recommendations for design changes should conditions revealed during construction differ from those w anticipated, and to verify that the geotechnical aspects of construction comply with the contract plans and specifications. Within the limitations of scope, schedule and budget, HWA attempted to execute these services in accordance with generally accepted professional principles and practices in the fields of geotechnical engineering and engineering geology in the area at the time the wr report was prepared. No warranty, express or implied, is made. The scope of our work did not include decommissioning of monitoring wells installed for this project. r. This firm does not practice or consult in the field of safety engineering. We do not direct the contractor's operations, and cannot be responsible for the safety of personnel other than our own on the site. As such, the safety of others is the responsibility of the contractor. The contractor should notify the owner if he considers any of the recommended actions presented herein unsafe. �r O.O We appreciate the opportunity to provide geotechnical services on this project. Should you have any questions or comments, or if we may be of further service,please do not hesitate to call. Sincerely, HWA GeoSciences Inc. s Bryan K. Hawkins, P.E. Ralph Boirum, P.E. Senior Geotechnical Engineer Geotechnical Engineer, Principal ;r. rrr r 2011-044-21 SW 7th Street Final Report April 201421 HWA GEOSCIENCES INC. aw April 15, 2014 A HWA Project No. 2011-044-21 7.0 REFERENCES B&C Equipment Company, 1990,K&NMeats, 601 71h Street Renton WA, dated March 16. Delta Environmental Consultants, 1994. UST Closure Observation and Testing Renton Administration Building, dated June 24. Delta, March 1996,Addendum to Independent Remedial Action Report, Post remediation subsurface Investigation, Renton Administration Building, dated March 19. Hart Crowser, 1997, Supplemental Environmental Assessment, Black Rock Phase IV Property, Renton, Washington, dated June 13. Freeze, R.A., and Cherry, J.A., 1979, Groundwater, Prentice-Hall, Inc. vi Galster, R.W., and W.T. Laprade, 1991, Geology of Seattle, Washington, United States of America, Bulletin of the Association of Engineering Geologists, Vol. XXVII, No.3,pp. 235-302. HWA, 2003, Geotechnical Report SW 7th Street Storm Drain, Renton, Washington, Consultant's Report dated March 14, 2003. HWA, 2012, Geotechnical Engineering Report—Alternatives Assessment, SW 7th Street Drainage Improvements, Hardie Avenue SW to Naches Avenue SW, Renton, Washington, Consultant's Report dated February 27, 2012. International Code Council (ICC), 2008 International Building Code. Mullineaux, D.R., 1965, Geologic Map of the Renton Quadrangle, King County, Washington, Department of the Interior, U.S. Geologic Survey, Map GQ-405. Shannon & Wilson, 1995, Wastewater Discharge Permit for Brown Bear Car Wash- Renton 1, Seattle, Washington, dated October 5. Washington Department of Ecology, 1996,Re: Independent Remedial Action Report, U.S. West Communications. Renton Administration Building, dated April 1. Washington Department of Ecology, 2010,Draft Guidance for Remediation of Petroleum Contaminated Sites, Publication No. 10-09-057, dated 2010. 2011-044-21 SW 7th Street Final Report April 201422 HWA GEOSCIENCES INC. April 15, 2014 HWA Project No. 2011-044-21 Waterloo Hydrogeologic, Inc. 2001,Aquifer Testfor Windows Version 3.0 software. Washington State Department of Transportation, 2010,Standard Specifications for Road, Bridge, and Municipal Construction. ..r �nr 2011-044-21 SW 7th Street Final Report April 201423 HWA GEOSCIENCES INC. rrr g � N. ^•" a --.St<}way Peck � Q "''�� ,.� CampbeH Hitt z ' �schom "' r. :. Bryn # a hAvurkywy s i.4r,(�flK t £ 8 ` y d; � 3 a»€ewen arr'on, ..H �a `� ,.. - ti ake fins E.atkarA.Sny�' Wmorsal # tExP r(r - 11p, ;,,� -, 8� �„:� � Prvar BRlpz.�"' � dye$ •� " Rezttaat't 1 n °; s anp se st w d A'nicipss0 E .. ,�� �, � 51#�d Ski=-N=•>..:<" :�', "�,'�'�1a �� �. e. °� a � � �. "��" ., - n14,rc&> �•� ---p �� 169 tatCaGvea -. Cemetery F C rt4own sia rasterG=�tf w "" fit.».:4','. Renton 9W McLendon 'q cedAr St"w!Bwd-,- Rat Panic a Who 6 ca Met r rt s bob hedge Ttsbutk� tg toyota£140n �- Sta€fae Sp tc 16T °$ Comuox 515 Ph t Y Hoetfla�"` n Wage� � ArnoM Park .., s3t3 gy VFeM 51s r, a ° -_ > lie m 7t wa PROJECT SITE f i y` F South eerier ° ? "r'r s m `p cap aye SFa»ppitrg Cerefes ti 16 Q11 Gook EtapcSata�2011 Gaol = ,fit " r`t t; 'ar I BASE MAP BY GOOGLE EARTH NORTH VICINITY MAP FIGURE NO. SW 7T" ST/NACRES AVE SW STORM SYSTEM 1 HWAGEOSCIENCES INC. IMPROVEMENT PROJECT PROJECT NO. RENTON,WASHINGTON 2011-044 BH r--=- J - BH-s N D B m < \ ' 20 lm ( 03) �, � - - - III Mill Will BH-1 -BOREHOLE DESIGNATION AND API BH-1 (2003) DESIGNATION AND APPROXIMATE BOREHOLES IN VICINITY 0 200' 400 800'600' I DRAWN Bq IGURE# EF '/^'�J SITE AND CHECK B _ 1 SCALE: 1"=400' EXPLORATION BK PLAN DATE: ROJECT#BASE MAP PROVIDED BY: SAIC 2011-044-21 + 01.04TASK 0100 14/2014 9:56 AM �B � X SURCHAGE LOAD=q X/2 rrrt BRACED SHORING dw 15H H 1.513 + BOTTOM OF EXCAVATION �t 63H 20H 0.4(i)(1-X/B)q D SURCHARGE PRESSURE 20H+20D 138D Influence Factor(i) for Surcharge Loads For: ACTIVE PRESSURE PASSIVE PRESSURE x2A 0=0 Aw H>x>H/2 i=0.5 H/2>x>H/4 i=0.75 NOT TO SCALE to H/4>x i=1.0 NOTES: MA 1. ASSUMED SOIL CONDITIONS:4 =28° y = 115PCF, y' = 55PCF, K a=0.36, K P=2.5 2. SURCHARGE LOADS SHOULD BE ADDED WHERE APPROPRIATE,USING THE FORMULA ABOVE. we 3. DISTANCES ARE IN UNITS OF FEET; PRESSURES ARE IN UNITS OF POUNDS PER SQUARE FOOT. rlt DESIGN EARTH PRESSURES FOR DRAWN BY EFK FIGURE NO. TEMPORARY BRACED SHORING HWAGEOSCIENCES INC. SW 7th ST/NACHES AVE SW CHECK BY BIM PROJECT N0.3 - STORM SYSTEM IMPROVEMENT PROJECT DATE RENTON,WASHINGTON 04.10.14 2011-044-21 S:\2011 PROJECTS\2011-044 21 HARDIE AVE SW-SW 7TH ST STORM SEWER IMPROVEMENT PROJECT\CAD 2011-044\HWA 2011-044.DWG <Fig 3 LEP>Plotted:4/14/2014 9:08 AM dw are► APPENDIX A FIELD INVESTIGATION RELATIVE DENSITY OR CONSISTENCY VERSUS SPT N-VALUE TEST SYMBOLS COHESIONLESS SOILS COHESIVE SOILS %F Percent Fines Approximate AL Atterberg Limits: PL=Plastic Limit Density N Approximate LL=Liquid Limit ry (blows/ft) Relative Density(%) Consistency N(blowsHt) Untrained Shear Strength(psf) CBR California Bearing Ratio Very Loose 0 to 4 0 - 15 Very Soft 0 to 2 <250 CN Consolidation Loose 4 to 10 15 - 35 Soft 2 to 4 250 - 500 DD Dry Density(pcf) Medium Dense 10 to 30 35 - 65 Medium Stiff 4 to 8 500 - 1000 DS Direct Shear Dense 30 to 50 65 - 85 Stiff 8 to 15 1000 - 2000 GS Grain Size Distribution Very Dense over 50 85 - 100 Very Stiff 15 to 30 2000 - 4000 K Permeability Hard over 30 >4000 MD Moisture/Density Relationship(Proctor) USCS SOIL CLASSIFICATION SYSTEM PModulus I Resilient D PhotoioniMahon zation Device Reading MAJOR DIVISIONS GROUP DESCRIPTIONS PP Pocket Penetrometer Approx.Compressive Strength(tsf) Gravel and e' GW Well-graded GRAVEL SG Specific Gravity Clean Gravel TC Triaxial Compression Coarse Grained Gravelly Soils (little or no fines) Qc GP Poorly-graded GRAVEL TV Torvane Soils ° Approx.Shear Strength(tsf) More than 50%of Coarse Gravel with ° GM Silty GRAVEL UC Unconfined Compression Fraction Retained Fines(appreciable on No.4 Sieve amount of fines) GC Clayey GRAVEL SAMPLE TYPE SYMBOLS Sand and Clean Sand ,• SW Well-graded SAND ® 2.0"OD Split Spoon(SPT) Sandy Soils (little or no fines) (1401b.hammer with 30 in.drop) More than SP Poorly-graded SAND T 1 Shelby Tube 50%Retained 50%or More on No. of Coarse Sand with SM Silty SAND 3-1/4"OD Split Spoon with Brass Rings 200 Sieve Fines(appreciable Fraction Passing Size No.4 Sieve amount of fines) SC Clayey SAND 0 Small Bag Sample Fine Silt ML SILT Large Bag(Bulk)Sample Grained and Liquid Limit Less than 50% CL Lean CLAY � Core Run Soils Clay — OL Organic SILT/Organic CLAY Non-standard Penetration Test (3.0"OD split spoon) MH Elastic SILT 50%or More silt Liquid Limit Passing Clay 50%or More CH Fat CLAY GROUNDWATER SYMBOLS No.200 Sieve y OH Organic SILT/Organic CLAY Groundwater Level(measured at Size time of drilling) Highly Organic Soils ` PT PEAT 1 Groundwater Level(measured in well or i open hole after water level stabilized) COMPONENT DEFINITIONS COMPONENT PROPORTIONS COMPONENT SIZE RANGE PROPORTION RANGE DESCRIPTIVE TERMS Boulders Larger than 12 in <5% Clean Cobbles 3 in to 12 in Gravel 3 in to No 4(4.5mm) 5-12% Slightly(Clayey,Silty,Sandy) jig Coarse gravel 3 in to 314 in Fine gravel 3/4 in to No 4(4.5mm) 12-30% Clayey,Silty,Sandy,Gravelly Sand No.4(4.5 mm)to No.200(0.074 mm) Coarse sand No.4(4.5 mm)to No.10(2.0 mm) Medium sand No.10(2.0 mm)to No.40(0.42 mm) 30-50% Very(Clayey,Silty,Sandy,Gravelly) Fine sand No.40(0.42 mm)to No.200(0.074 mm) Silt and Clay Smaller than No.200(0.074mm) Components are arranged in order of increasing quantities. NOTES: Soil classifications presented on exploration logs are based on visual and laboratory observation. Soil descriptions are presented in the following general order: MOISTURE CONTENT Density/consistency,color,modifier(if any)GROUP NAME,additions to group name(if any),moisture DRY Absence of moisture,dusty, content. Proportion,gradation,and angularity of constituents,additional comments. dry to the touch. (GEOLOGIC INTERPRETATION) MOIST Damp but no visible water. Please refer to the discussion in the report text as well as the exploration logs for a more WET Visible free water,usually complete description of subsurface conditions. soil is below water table. Wig LEGEND OF TERMS AND SW 7th Street/ Naches Avenue SW SYMBOLS USED ON YYII�� Storm Water System Improvement Project + HWAGE0SCff I M 1NC, Renton, Washington EXPLORATION LOGS PROJECT NO.: 2011-044 FIGURE: A-1 LEGEND 2011-044.GPJ 4/11114 DRILLING COMPANY: Holocene Drilling DATE STARTED: 10/12/2011 At DRILLING METHOD: Truck Mounted Drill Rig ollow Stem Auger 9- 9 DATE COMPLETED: 10/12/2011 SAMPLING METHOD: SPT w/Autohammer LOGGED BY: B.Hawkins LOCATION: Neches Ave Soutbound Shoulder-500 Feet North of SW 7th St-See Figure 2 SURFACE ELEVATION: 20.0 *feet U w g w z Standard Penetration Resistance M a. D r (n w U (140 lb.weight,30"drop) -' cOn w w w e w¢ ♦Blows per foot O a�, 2 L)) 2 M z3 z Nz W p, } fD Q Q W F- W U W N Ov m D DESCRIPTION O N a 8 O a U) 0 10 20 30 40 50 w 4-inches Asphalt Pavement. [ASPHALT PAVEMENT] ML 8 inches Crushed Surfacing Base Course. tl ltl [CSBC] [ALLUVIAL SILTS AND SANDS] S-1 4-5 6 A 4 Stiff,mottled reddish brown to gray,fine sandy SILT,moist. Trace rootlets and wood bits. 5 ---------------------- SP Loose,mottled reddish brown and gray,fine to medium S-2 5-4-4 15 SM SAND with silt,moist. rllt Very loose,gray,fine to_me_dium_SA_ND,moist. ____ S-3A 1-1-2 ML Soft,dark brown to gray,SILT with fine sand,moist. Wood �S-313 debris noted. 10 _ A.:.... .... ....�.. .... .... .... .... .... 10 Very soft,gray,elastic SILT with wood debris,moist. S 4A 0 1-1 — ---------------- �r SM Very loose,gray,silty fine SAND,wet. S-413 Very loose,gray,silty fine SAND,wet. S-5 0-0-2 's 15 Very loose,dark grayish brown,silty SAND,wet. S-6 0-1-2 GS � � 5 iirr! 20 :,:: ,.... A. .... ....:.... .. 0 Loose,gray,slightly silty,fine to medium SAND,wet.Thin S-7 2-2-5 lenses of wood debris present. 0 20 40 60 80 100 Water Content(%) Plastic Limit f--0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. BOA SW 7th Street/ Neches Avenue SW BORING: BH-1 Storm Water System Improvement Project HMMACUNWINC Renton, Washington PAGE: 1 of 2 PROJECT NO.: 2011-044 FIGURE: A'2 No PZG-DSM 2011-044.GPJ 4/11/14 DRILLING COMPANY: Holocene Drilling DATE STARTED: 10/12/2011 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 10/12/2011 SAMPLING METHOD: SPT w/Autohammer LOGGED BY: B.Hawkins LOCATION: Neches Ave Soutbound Shoulder-500 Feet North of SW 7th St-See Figure 2 SURFACE ELEVATION: 20.0 *feet W U) w Standard Penetration Resistance U Co Z U J ti r U)D (140 lb.weight,30"drop)v Z J O w w w F- ¢ A Blows per foot F- m CO a. d ; w N W W y W Cl) Q Q W F- IL U J t4tl .;i. o- U D DESCRIPTION U O o-a o-U 0 10 20 30 40 50 w 25— GW 1 foot of heave in sampler. S-8 6-20-34 GS • Very dense,gray,well graded GRAVEL with sand,wet. [ALLUVIAL SANDS AND GRAVELS] • • • 30 :. .... .... .. ....:....:.... .. .. -10 •' 1 foot of heave in sampler. S-9 4-4-10 • Very dense,gray,sandy,fine to coarse GRAVEL,wet. • •' ilrif • 35 ---------------------- .... ....�.. .... .... .... .. .. .. -15 `. SP Medium dense,gray,slightly gravelly,fine to medium NS-10 3-6-10 SAND,wet. 40 :• ... .... .... .. 20 Medium dense,gray,slightly gravelly,fine to medium S-11 2-8 12 SAND,wet. Boring was terminated at 41.5 feet BGS.Ground water seepage was observed at 11 feet BGS during drilling.A ground water monitoring well was installed with screen from 20-30 feet BGS,the ground water level was measured on 10/27/2011 at 10.62 feet BGS. 45 -25 50 0 20 40 60 80 100 Water Content(%) Plastic Limit 1 -0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specked location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. BORING: SW 7th Street/ Naches Avenue SW BH-1 Storm Water System Improvement Project HMGEOSCCENW 1NC Renton, Washington PAGE: 2 of 2 PROJECT NO.: 2011-044 FIGURE: A-2 PZO-DSM 2011-044.GPJ 4/11/14 DRILLING COMPANY: Holocene Drilling DATE STARTED: 10/14/2011 we DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 10/14/2011 SAMPLING METHOD: SPT w/Autohammer LOGGED BY: D.Coltrane LOCATION: SW 7th St Westbound Ouside Lane-200 Feet East of Neches Ave SW-See Figure 2 SURFACE ELEVATION: 22.0 t feet U) w m z y w Standard Penetration Test J a- ? L N ¢ (140 lb.weight,30"drop) v Z Lu-' 0 w w w— o A Blows per foot O LU d � o= N D DESCRIPTION c a.a O 0 0 10 20 30 40 50 w- 4-6 inches Asphalt Pavement. SM [ASPHALT PAVEMENT] :....:.... :• Cuttings are grayish brown silty SAND with gravel. 11�I [FILL] 20 ML Medium dense,gray,silty SAND to sandy SILT,moist. S-1 10-7-6 SM Trace wood debris and thin laminar bedding. [ALLUVIAL SILTS AND SANDS] iW Very loose,gray,slightly gravelly,silty fine SAND,moist. S-2 1-1-2 •. Thin beds of brown organic material present. Becoming T. more gravelly at tip of sample. 15 ML Very soft,interbedded gray fine SAND and gray brown S-3 1-0-1 SILT to ORGANIC SILT,moist.Wood debris and layers of organic material present. 10 MH Soft,grayish brown,elastic SILT with thin beds of S-4 1-1-2 AL ORGANIC SILT,moist.Finely laminated sand lenses with Q wood debris present. ......... .. 10 '. SC Very soft,olive gray to gray,sandy CLAY to clayey SAND, S-5 0-0-1 .........�.......:. moist to wet.Fine laminar bedding and organic debris present.Sandy layers are wet. 15 ML Loose,dark grayish brown,SILT with sand,wet.Finely S-6 0-1-3 GS laminated.Rootlets and organic debris present. Grades coarser with depth. aw 5 10 20 ...A... .... ....:....:....:.... .. Driller adds drilling fluid to auger to control heave. S-7 0-2-3 Loose,grayish brown to brown,clayey/silty SAND to sandy SILT,wet.Some organic debris/woody layers. hill 0 25 0 20 40 60 80 100 im Water Content(%) Plastic Limit 1--0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. UVA V`II SW 7th Street/ Naches Avenue SW BORING: BH-2 + w Storm Water System Improvement Project HMGE0SCM4USINC, Renton, Washington PAGE: 1 of 2 PROJECT NO.: 2011-044 FIGURE: A"3 aw BORING-DSM 2011-044.GPJ 4111/14 DRILLING COMPANY: Holocene Drilling DATE STARTED: 10/14/2011 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 10/14/2011 SAMPLING METHOD: SPT w/Autohammer LOGGED BY: D.Coltrane LOCATION: SW 7th St Westbound Ouside Lane-200 Feet East of Naches Ave SW-See Figure 2 SURFACE ELEVATION: 22.0 *feet W ti m z w Standard Penetration Test Ua �r Q (140 lb.weight,30"drop) Z J O w w w Z Blows per foot x O N a -.1 W; w D a M cn > 0 O w Cl)} Cl) DESCRIPTION N (D a.g O~ W 0 10 20 30 40 50 25 SC Switch to 3-inch diameter sampler. S-8 4-6-17 Medium dense,grayish brown,silty SAND to sandy SILT, wet.Fine laminar bedding.Layers of organic debris :. SM I`present-------------------/ -5 I ..• At 26.3 feet becomes medium dense,gray,gravelly,silty, fine to coarse SAND,wet. [ALLUVIAL SANDS AND GRAVELS] 30 �... .... .... ....:....:....:.... .. ' GW Dense,dark gray,well graded GRAVEL with sand,wet. S-9 13-15-26 GS .. .. .. .. -10 • • 35 SP Medium dense,gray,fine to coarse SAND with fine silt S-10 4-7-17 SM lamina,wet. Grades to slightly silty/clayey,sandy,fine to coarse GRAVEL,wet. ......... ... .. .. -15 40 Poor recovery. S-11 7-26-48 Very dense,grayish brown,slightly silty,slightly gravelly, fine to coarse SAND,wet. .. .. .. .. .. .. .. .. .. -20 Boring was terminated at 41.5 feet BGS.Ground water seepage was observed at 11 feet BGS during drilling. 45 ....:....:....:....:....:....:....:....:....:.... ....:....:....:.... ......... -25 50 0 20 40 60 80 100 Water Content(%) Plastic Limit 1 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. BORING: SW 7th Street/ Naches Avenue SW BH_2 Storm Water System Improvement Project HMGMSCM-US INC, Renton, Washington PAGE: 2 of 2 PROJECT NO.: 2011-044 FIGURE: A-3 BORING-DSM 2011-044.GPJ 4/11/14 DRILLING COMPANY: Holocene Drilling DATE STARTED: 10/13/2011 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 10/14/2011 SAMPLING METHOD: SPT w/Autohammer LOGGED BY: D.Coltrane LOCATION: Powell Ave Southbound Shoulder-500 Feet North of SW 7th St-See Figure 2 SURFACE ELEVATION: 20.0 *feet 111 w g w w Q y Standard Penetration Test U m t1i1► - Z W W w U (140 lb.weight,30"drop) Z Lu � 0 w w w W Q A Blows per foot O ~., m U a s x�, w O W a.:9 2 0 2 2 z ; x Nx >� o= U) D DESCRIPTION a O a ai w.VE Y 0 0 10 20 30 40 50 `. SM 4-inches Asphalt Pavement. [ASPHALT PAVEMENT] Brown,silty,gravelly SAND cuttings,moist. [FILL] SM Medium dense,gray,gravelly,fine to medium SAND S-1 12-7-5 becoming fine sandy SILT,moist. [ALLUVIAL SILTS AND SANDS] 5 A... .... .H—[. ....:....:... 15 MH Medium stiff,olive gray,elastic SILT,moist.Oxide mottling S-2 2-1-4 AL present.Blocky texture and trace organic debris. iW! Medium stiff,gray to olive gray,sandy SILT/CLAY,wet. S-3 3-3-2 _ Oxide mottling present. Blocky texture grading to more lamination with depth. Some wood debris present. 10 ....A... .... ...�... .... .... .... ... .. 10 Medium stiff,gray SILT interbedded with silty,fine SAND, S-4 1-1-4 moist to wet.Wetter in sand layers. - ka No recovery,sampler is wet. S-5 2-6-5 15 —————————————————————— �.... ....:�.:.... .... .... ....: .. GP Medium dense,dark grayish brown,poorly graded S-6 7-9-8 GS 5 ° GRAVEL with sand,wet. O [ALLUVIAL SANDS AND GRAVELS] O o Q O Q .3c Q 20 ;;.....:....:....:....:.... .. 0 GP Driller adds drilling fluid to auger. Switch to 3-inch diameter S-7 4-19-26 ° GM sampler. O Medium dense,gray,slightly silty,sandy,fine to coarse rin GRAVEL,wet. 0 O � o O 25 0 20 40 60 80 100 do Water Content(%) Plastic Limit 1--0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. UNA SW 7th Street/ Naches Avenue SW BORING: BH-3 Storm Water System Improvement Project HMGKkSCffNW NC Renton, Washington PAGE: 1 of 2 PROJECT NO.: 2011-044 FIGURE: A-4 PZO-DSM 2011-044.GPJ 4/11/14 DRILLING COMPANY: Holocene Drilling DATE STARTED: 10/13/2011 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 10/14/2011 SAMPLING METHOD: SPT w/Autohammer LOGGED BY: D.Coltrane LOCATION: Powell Ave Southbound Shoulder-500 Feet North of SW 7th St-See Figure 2 SURFACE ELEVATION: 20.0 *feet W N W v Standard Penetration Test U a m r w U (140 lb.weight,30"drop) Z J Z Lu F W¢ A Blows per foot O w w w = O N a -.1 3 w N= M N > LU ai ¢ ¢ LU F- w V �m a tt rn > DESCRIPTION a O a rn 0 10 20 30 40 50 w' 25 S-8 12-34-36 Poor recovery. 0fl Medium dense,gray,slightly silty,sandy,fine to coarse O I GRAVEL,wet. 0 O 0 O 30 GP Medium dense,gray to brownish gray,poorly graded S-9 30-36-31 GS a -10 ° GM GRAVEL with silt and sand,wet. DQO 0 O 0 O 35 ....:....:....:....:....:....:....:.... .. .. -1 GP Poor recovery. S-10 28-59-37 5 ° Dense,olive brown,poorly graded GRAVEL with sand,wet. o� Q o Q O 40— -20 Very dense,olive brown,poorly graded GRAVEL with S-1120-64-70/4" GS O sand,wet.Coarse,broken gravels in sampler. Boring was terminated at 41.5 feet BGS.Ground water 11 seepage was observed at 11 feet BGS during drilling.A ground water monitoring well was installed with screen from 20-30 feet BGS,the ground water level was measured on 10/27/2011 at 7.88 feet BGS. 45 ....:....:....:....:....:....:....:....:....:.... -25 50 0 20 40 60 80 100 Water Content(%) Plastic Limit {--0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specked location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. BORING: SW 7th Street/ Naches Avenue SW BH-3 Storm Water System Improvement Project ► HW GK SQENWINC. Renton, Washington PAGE: 2 of 2 PROJECT NO.: 2011-044 FIGURE: A-4 PZO-DSM 2011-044.GPJ 4/11/14 DRILLING COMPANY: Holocene Drilling DATE STARTED: 10112/2011 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 10/12/2011 SAMPLING METHOD: SPT w/Autohammer LOGGED BY: B.Hawkins LOCATION: Powell Ave SB Shoulder-200 Feet North of SW 7th St-See Figure 2 SURFACE ELEVATION: 21.0 *feet U) w w w m Q y w Standard Penetration Test U o- 2 t r 1 (140 lb.weight,30"drop) O Z to p ♦Blows per foot O a d U M Q. Z o 2 O w m o.t°1. cn D DESCRIPTION ai W a:a O a of w till 0 0 10 20 30 40 50 4-inches Asphalt Pavement. ;'. S [ASPHALT PAVEMENT] ....:....:....:.... .... :....:.... Brown,silty,gravelly SAND cuttings,moist. 20 • [FILL] ML Stiff,brown to gray,slightly gravelly,sandy SILT becoming S-1 5-6-6 �♦ medium dense,brown fine to medium SAND,moist. [ALLUVIAL SILTS AND SANDS] 5 .. ..... :.... .� .... .... .... ....:....: .. Medium stiff,brown to gray,sandy SILT to silty SAND, S-2 3-2-2 15 moist. f11' Very loose,light brown,silty fine SAND becoming gray, S-3 1-1-1 A : elastic SILT/CLAY with trace rootlets and wood debris, moist. 10 ��.. .... .... ....:....: .. Very stiff,gray SILT to silty fine SAND,moist.Trace S-4 3-7-9 irn rootlets and organic debris.Becoming wet at tip of sampler. SZ 10 SM Very loose,gray,silty fine SAND,wet.Becoming coarser S-5 5-0-3 A: with depth. 15 —————————————————————— ....:....:....:....:....:�. ....:....:....: SP Medium dense,gray,fine to medium SAND,wet.Fine S-6 4-10-17 •:••• wood layers near sampler tip. :....:....:.... 5 [ALLUVIAL SANDS AND GRAVELS] wli 111 20 Dense,gray,fine to medium SAND to slightly silty SAND, S-7 5-19-30 '' '•'' wet. •::.: 0 r� rlilf 25 :._. 0 20 40 60 80 100 illl Water Content(%) Plastic Limit 1 —0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. SW 7th Street/ Naches Avenue SW BORING: BH-4 lrr Storm Water System Improvement Project ilMLTWSCff1rW INC. Renton, Washington PAGE: 1 of 2 PROJECT NO.: 2011-044 FIGURE: A'5 ow BORING-DSM 2011-044.GPJ 4/11/14 DRILLING COMPANY: Holocene Drilling DATE STARTED: 10/12/2011 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 10/12/2011 SAMPLING METHOD: SPT w/Autohammer LOGGED BY: B.Hawkins LOCATION: Powell Ave SB Shoulder-200 Feet North of SW 7th St-See Figure 2 SURFACE ELEVATION: 21.0 *feet W N v Standard Penetration Test m z W U D in r ¢ (140 lb.weight,30"drop) Z JO J W o Blows per foot O H Lu 2 j ¢CL Q.Q. v zo = O >� w � CO ¢ ¢ w— f- �ami O U) D DESCRIPTION N Cn o- O t7 0 10 20 30 40 50 w v 25 GW Driller notes gravels at 24 feet BGS. S-8 8-16-24 GS • Dense,gray,well graded GRAVEL with sand,wet.1-foot 5 heave in sampler. •, .......... .. .. .. • 30 .... .... ... .... .... A. .... .... .... .. •' Dense,gray,slightly silty,sandy GRAVEL,wet.1-foot S-9 3-9-18 heave in sampler. -10 • .........:.... :....:....:....:....:....:....:.... ................... 35— :.A .... Dense,gray,slightly silty,sandy GRAVEL,wet.Thin silt S-10 5-13-30 lens at 36.3 feet BGS.1-foot heave in sampler. 15 •' • •' 1W • 40 • ---------------------- :...A... .... ....:....:....:.... .. ML Stiff,gray,SILT interbedded with fine to medium SAND and S-11 9-4-6 gravel,wet.Trace wood debris in silt layer. 2 0 [ALLUVIAL SILTS AND SANDS] ................................................. Boring was terminated at 41.5 feet BGS.Ground water seepage was observed at 11 to 12 feet BGS during drilling. 5: 45 ....:....:....:....:....:....:....:....:....:.... .... -2 5 50 0 20 40 60 80 100 Water Content(%) Plastic Limit 1--0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. BORING: SW 7th Street/ Naches Avenue SW BH-4 Storm Water System Improvement Project HMGWSQENCESINC, Renton, Washington PAGE: 2 of 2 PROJECT NO.: 2011-044 FIGURE: A-5 BORING-DSM 2011-044.GPJ 4/11/14 DRILLING COMPANY: Holocene Drilling DATE STARTED: 10/13/2011 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 10/13/2011 SAMPLING METHOD: SPT w/Autohammer LOGGED BY: D.Coltrane LOCATION: SW 7th St Westbound Ouside Lane-33 Feet East of Thomas Ave-See Figure 2 SURFACE ELEVATION: 22.0 *feet ow CO Lu gW m z y W Standard Penetration Test U a 2 r ¢ (140 lb.weight,30"drop) U) w w co p A Blows per foot O Q CL d U Z p 2 O W d OU)—"� D DESCRIPTION N Cn o- O 0 10 20 30 40 50 W 4-6 inches Asphalt Pavement. `. S [ASPHALT PAVEMENT] :....:.... Cuttings are grayish brown,silty SAND with gravel. 1�r [FILL] 20 Medium dense,light brown,silty,gravelly SAND,moist. S-1 5-10-13 YVI Q 5 .• �. .... ....:....:....:....:.... .. Loose,brown,sandy GRAVEL to gravelly SAND,wet.Poor S-2 3-3-4 recovery.Ground water seepage at 4-5 feet below ground surface(BGS). Hit abandoned conduits running perpendicular to road at 4 feet BGS. 15 ML Very loose,light brown SAND becoming gray SILT/CLAY, S-3 1-1-1 ; moist to wet. [ALLUVIAL SILTS AND SANDS] 10 ...:................... :....:....:....:....:.... No recovery. S-4 1-0-1 aM ......... .. .. ... .............. 10 t� Medium stiff,gray,SILT/CLAY,wet.Very poor recovery. S-5 1-2-2 A t� 15 �. .... .... ....:....:....:....:.... .. Driller adds drilling fluid to auger. S-6 2-1-1 No recovery,most likely SILT/CLAY. :....:....:....:....:.... 5 aw I—=1 • Switch to 3-inch diameter sampler. S-7 3-2-3 AL Medium stiff,gray to brownish gray,SILT,wet. Layer of organic debris becoming mostly ORGANIC SILT for last .........:....:....:....:....:....:.......... 3-inches of sample. 20 ....:....:....: Soft,light gray CLAY becoming ORGANIC SILT with sand S-8 1-1-2 AL ~�'• ' lenses and peat layers at 21 feet,wet. aw 0 so LL H I ....:....:....:....:....:....:....:....:....:.... GW 25 GM 0 20 40 60 80 100 Water Content(%) Plastic Limit )--0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. UVA wir SW 7th Street/ Naches Avenue SW BORING: rr Storm Water System Improvement Project BH-5 i1MtTAJJCM4W ft C, Renton, Washington PAGE: 1 of 2 PROJECT NO.: 2011-044 FIGURE: A-6 yr BORING-DSM 2011-044.GPJ 4/11/14 DRILLING COMPANY: Holocene Drilling DATE STARTED: 10/13/2011 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 10/13/2011 SAMPLING METHOD: SPT w/Autohammer LOGGED BY: D.Coltrane LOCATION: SW 7th St Westbound Ouside Lane-33 Feet East of Thomas Ave-See Figure 2 SURFACE ELEVATION: 22.0 *feet Lu rn m L) w Standard Penetration Test v a} � N ¢ (140 lb.weight,30"drop) Z J O W W w e F p ♦Blows per foot 4 _ O U) J J of� l?-' Z Q F.. m Cn a s ; W > >« W d } Cn Q Q W 0— rn D DESCRIPTION rn a O (D 0 10 20 30 40 50 w r 25 Driller notes gravelly drilling at 24 feet BGS. �S-9 13-21-29 GS • Medium dense,gray,well graded GRAVEL with silt and • sand,wet. [ALLUVIAL SANDS AND GRAVELS] 5 • • 1W • 30 —————————————————————— �... .... ....:....:....:.... .. SP Medium dense,dark grayish brown,poorly graded SAND S-10 19-20-31 GS SM with silt and gravel,wet. .. .... ... .. .. .. ......... -10 35 —————————————————————— .... .... .... .... .... GP Medium dense,olive brown,poorly graded GRAVEL,wet. S-11 6-19-31 GS ° Broken gravels in sampler. .. -15 °� °Q O 40 o 3C Medium dense,gray to brown,silty,fine to coarse sandy, �S-12 16-28-35 O fine to coarse GRAVEL,wet.Trace wood debris,and pockets of clayey material. .. .. .. .. -20 Boring was terminated at 41.5 feet BGS.Ground water seepage was observed at 4 to 5 feet BGS during drilling. 45 ....:.... :....:....:....:....:....:....:....:.... ... -25 50 0 20 40 60 80 100 Water Content(%) Plastic Limit 1--0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. UVA f SW 7th Street/ Naches Avenue SW BORING: BH-5 Storm Water System Improvement Project HMQ0SCIENM INC, Renton, Washington PAGE: 2 of 2 PROJECT NO.: 2011-044 FIGURE: A-6 BORING-DSM 2011-044.GPJ 4/11/14 1111 DRILLING COMPANY: Holocene Drilling DATE STARTED: 10/13/2011 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 10/13/2011 SAMPLING METHOD: SPT w/Autohammer LOGGED BY: D.Coltrane LOCATION: SW 7th St Westbound Ouside Lane-42 Feet East of Seneca Ave-See Figure 2 SURFACE ELEVATION: 23.0 t feet Lu rn�I11 S m z - w Standard Penetration Test w ¢ y to yr J a- f ¢ (140 lb.weight,30"drop) Z -' w w w F' o Blows per foot O ay U ° a 3 w > >±.LLJ OLU CO D DESCRIPTION C n.a O 0 0 10 20 30 40 50 w 4-6 inches Asphalt Pavement. `. SM [ASPHALT PAVEMENT] :....:.... Cuttings are grayish brown,silty SAND with gravel. an r:'. [FILL] •:•:.• Medium dense,light brown,gravelly SAND becoming silty �S-1 5-7-7 A fine SAND to fine to medium SAND,moist. 20 No recovery. S-2 1-1-2 :•:•:. Cuttings are light brown silty fine SAND. ML Very soft,light brown to gray,fine sandy SILT with clay. S-3 0-0-0 Oxide mottling at 8 feet BGS. 15 [ALLUVIAL SILTS AND SANDS] 10 A—. ....:....�.. .... .... .... .... .. SM Very loose,dark gray,silty SAND,moist. S-4 0-1-1 GS 1111 Medium dense,dark gray,silty SAND,moist.Some wood S-5 0-3-3 GS 10 debris layers. YYl 15 ;•; A:.... .... ....:....:....:.... .. Loose,gray,slightly gravelly,fine to medium SAND,wet. S-6 0-1-7 Wood bits and layers of organic debris present. W1P ... .. .. .. 5 1r 20 -. ....:.... ... ............... :•. S-7 2-8-19 rls 0 25 ' 0 20 40 60 80 100 ON Water Content(%) Plastic Limit 1 0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. SW 7th Street/ Naches Avenue SW BORING: BH-6 dw Storm Water System Improvement Project HW GMSQENM INC, Renton, Washington PAGE: 1 of 2 PROJECT NO.: 2011-044 FIGURE: A'7 No BORING-DSM 2011-044.GPJ 4/11/14 DRILLING COMPANY: Holocene Drilling DATE STARTED: 10/13/2011 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 10/13/2011 SAMPLING METHOD: SPT w/Autohammer LOGGED BY: D.Coltrane LOCATION: SW 7th St Westbound Ouside Lane-42 Feet East of Seneca Ave-See Figure 2 SURFACE ELEVATION: 23.0 *feet W Cn U Standard Penetration Test It Z w cgj a. 2 N t co 1 (140 lb.weight,30"drop) Z = of 0 LU W L z♦ Blows per foot O F- 3D -i W a, Cn Q Q W H o- d rn D DESCRIPTION rn N a 8 O 0 0 10 20 30 40 50 w 25 ... Dense,gray,silty fine SAND over silty,sandy GRAVEL, S-8 4-12-24 GS wet.Roots and reeds present. ---------------------- GP Poor recovery.Mostly heave. ....:....:....:... -5 ° GM Medium dense,dark grayish brown,poorly graded o GRAVEL with silt and sand,wet. [ALLUVIAL SANDS AND GRAVELS] 30 ° �.... .... ....:....:....:....:.... .. o I Very dense,gray,slightly silty,sandy,fine to coarse S-9 3-13-37 GS GRAVEL,wet.Broken gravel in sampler tip. go 0 o .. -10 0 0 35 o Dense,gray,slightly silty,sandy,fine to coarse GRAVEL, S-10 3-8-25 ° wet. O 0 o ....:....:.... .... .. -15 O 40 .... go Dense,gray,slightly silty,sandy GRAVEL,wet. S-11 3-14-17 0 .............. Boring was terminated at 41.5 feet BGS.Ground water 11fi seepage was observed at 14 feet BGS during drilling. .............................:. -20 45 ....a....:....:....:....:.... .. -25 50 0 20 40 60 80 100 Water Content(%) VIII Plastic Limit 1 0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. BORING: SW 7th Street/ Naches Avenue SW BH-6 Storm Water System Improvement Project + HAQ0SCf $1NC, Renton, Washington PAGE' 2 of 2 PROJECT NO.: 2011-044 FIGURE: A-7 BORING-DSM 2011-044.GPJ 4/11/14 DRILLING COMPANY: Holocene Drilling DATE STARTED: 10/14/2011 Mll1 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 10/14/2011 SAMPLING METHOD: SPT w/Autohammer LOGGED BY: D.Coltrane LOCATION: Renton School District Parking Lot-Northwest Side of Building-See Figure 2 SURFACE ELEVATION: 26.0 *feet rr w W m¢ y N w Standard Penetration Test U o- 2 � 1 (140 lb.weight,30"drop) Z y w w o •Blows per foot O W co D DESCRIPTION a) u¢) a 2x z O w w 0 0 10 20 30 40 50 3-4 inches Asphalt Pavement. ;..• [ASPHALT PAVEMENT] [FILL] Dense,light brown,slightly gravelly,fine to medium SAND, S-1 10-12-20 moist.Broken gravels in sampler. rf� 5 Dense,light brown,slightly gravelly,fine to medium SAND, S-2 9-13-20 moist.Broken gravels in sampler. frI SP Medium dense,dark gray,poorly graded SAND with silt S-3 21-15-8 A: •:• SM and gravel,moist.Fine laminar bedding. tilt '•''• [ALLUVIAL SILTS AND SANDS] •:,•.; Medium dense,dark gray,poorly graded SAND with silt �S-4 3-6-15 GS sr and gravel,wet.Becoming fine to coarse SAND at tip of sampler.Trace organics present. 15 —————————————————————— Q GP Dense,gray,slightly silty,sandy,fine to coarse GRAVEL, S-5 13-19-20 ° wet. oO [ALLUVIAL SANDS AND GRAVELS] 0 ....:....:.... SP Switch to 3-inch diameter sampler. S-6 20-45-43 GS •�• SM Dense,dark grayish brown,poorly graded SAND with silt, 10 wet. lYU 20 �.... .... ....:....:....:.... .. SP Dense,olive brown,poorly graded SAND with gravel,wet. S-7 26-44-47 GS Ow 25 ' 0 20 40 60 80 100 to Water Content(%) Plastic Limit 1-0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. UNA SW 7th Street/ Naches Avenue SW BORING: BH-7 Storm Water System Improvement Project HWAMACUNMINC. Renton, Washington PAGE: 1 of 2 PROJECT NO.: 2011-044 FIGURE: A'8 llr BORING-DSM 2011-044.GPJ 4/11/14 DRILLING COMPANY: Holocene Drilling DATE STARTED: 10/14/2011 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 10/14/2011 SAMPLING METHOD: SPT w/Autohammer LOGGED BY: D.Coltrane LOCATION: Renton School District Parking Lot-Northwest Side of Building-See Figure 2 SURFACE ELEVATION: 26.0 *feet w a m z w Standard Penetration Test vd 2 � Q( 140 lb.weight,30"drop) z J_ J O w w w G W o A Blows per foot O cc Z = Q U) -J J a' 0! Q m cn a s 3 w � >r_ W y >- W Q Q W 5 d a- co D DESCRIPTION w m a O 0 10 20 30 40 50 W 25 ' GW Medium dense,olive brown,well graded GRAVEL with S-8 16-19-24 GS 0 • sand,wet. .. .. .. • 30 •' Dense,olive brown,well graded GRAVEL with sand,wet. S-9 28-51-42 GS • a a -5 � n 35 •' Medium dense,grayish brown,slightly silty,sandy,fine to S-10 10-34-36 coarse GRAVEL to gravelly SAND,wet. 10 • .. .. .. .. • 40 • • Medium dense,grayish brown,slightly silty,slightly sandy, S-11 13-32-34 fine to coarse GRAVEL,wet.Broken gravels in sampler. -15 • .............. Boring was terminated at 41.5 feet BGS.Ground water seepage was observed at 10 to 11 feet BGS during drilling. 45 ....:....:....:....:....:....:....:....:....:.... -20 50 0 20 40 60 80 100 Water Content(%) Plastic Limit f---0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. BORING: SW 7th Street/ Naches Avenue SW BH_7 Storm Water System Improvement Project HMGEOSC[El�W ft4C Renton, Washington PAGE: 2 of 2 PROJECT NO.: 2011-044 FIGURE: A-8 BORING-DSM 2011-044.GPJ 4/11/14 DRILLING COMPANY: Holocene Drilling DATE STARTED: 10/12/2011 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 10/12/2011 SAMPLING METHOD: SPT w/Autohammer LOGGED BY: B.Hawkins LOCATION: Hardie Ave Northbound Lane-180 Feet South of Railroad Centerline-See Figure 2 SURFACE ELEVATION: 24.0 *feet rn m Z^ w Standard Penetration Test U a L Q (140 lb.weight,30"drop) N w w- o A Blows per foot O a. �� w D a d U z e x O >LU o-""- r? D DESCRIPTION v¢i 0)i a O w IIr 0 0 10 20 30 40 50 4-6 inches Asphalt Pavement. Q GP [ASPHALT PAVEMENT] o .... ....:.... ....:.........:....: .. .. .. [FILL] • Q .3 Medium dense,brown,silty,sandy,fine to coarse S-1 8-8-7 0 A O GRAVEL,moist. C 20 ML Medium stiff,mottled brown and gray,fine sandy SILT,wet. S-2 1-3-4 [ALLUVIAL SILTS AND SANDS] SC Soft,gray,fine sandy,elastic SILT/CLAY,wet. S-3 3-2-3 ....... 15 10 A:.... .0-:.... .... ....:....:....:... ML Soft,gray,fine sandy SILT with gravel,wet. S-4 0-1-2 Q GP Medium dense,sandy GRAVEL,wet. S-5 2-7-5 A ' Q 10 0 15 A ......... MH Soft,dark gray,elastic SILT with lenses of silty SAND,wet. S-6 0-0-2 %F Wood debris layers observed. 5 as 20 .... .... ..A....:.... ....:....:....:... Very soft,dark gray,slightly sandy,elastic SILT over S-7 0-8-6 medium dense,dark gray,fine to medium SAND with silt, wet. +�r iID 0 25 0 20 4 60 80 100 Water Content(%) Plastic Limit 1— -0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specked location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. Yff SW 7th Street/ Naches Avenue SW BORING: BH_8 +�•► Storm Water System Improvement Project HMGMSCffNM INC Renton, Washington PAGE: 1 of 2 PROJECT NO.: 2011-044 FIGURE: A'9 BORING-DSM 2011-044.GPJ 4/11/14 DRILLING COMPANY: Holocene Drilling DATE STARTED: 10/12/2011 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 10/12/2011 SAMPLING METHOD: SPT w/Autohammer LOGGED BY: B.Hawkins LOCATION: Hardie Ave Northbound Lane-180 Feet South of Railroad Centerline-See Figure 2 SURFACE ELEVATION: 24.0 *feet N W V m Z w Standard Penetration Test U a j �r Q (140 lb.weight,30"drop) Z a w w e o A Blows per foot O z x O a s o 3 W D ¢_ UJ of ¢ ¢ W° F- x -1 o- cn D DESCRIPTION C a O O 0 10 21 30 40 50 uJ 25 Medium stiff,dark gray,fine sandy,elastic SILT,wet.Wood S-8 0-2-3 AL debris and sand lenses observed. -5 30— --- ---------------------- A... .... ....:....:....:....:.... .. . SM Poor recovery. S-9 1-2-3 Loose,dark gray,slightly gravelly,silty,medium to coarse SAND,wet. [ALLUVIAL SANDS AND GRAVELS] -10 35— GM Medium stiff,dark gray,clayey/silty,GRAVEL with sand S-10 5-6-25 GS ° wet.Gravel jammed in sampler tip. O .. .. .. ° .. -15 40 SM Medium stiff,dark grayish brown,clayey/silty SAND with S-11 7-8-24 GS gravel,wet.Gravel jammed in sampler tip. Boring was terminated at 41.5 feet BGS.Ground water 1M�1 seepage was observed at 4 feet BGS during drilling. .... ....:....:....:.... -20 45 ....:.... :....:....:....:....:....:....:....:.... ..............:.............. ............... a .... -25 50 0 20 40 60 80 100 Water Content(%) Plastic Limit 1--0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. SW 7th Street/ Naches Avenue SW BORING: BH_8 Storm Water System Improvement Project ► HMGEOSCIENMft4C, Renton, Washington PAGE: 2 of 2 PROJECT NO.: 2011-044 FIGURE: A-9 BORING-DSM 2011-044.GPJ 4/11/14 iir APPENDIX B LABORATORY INVESTIGATION w Q U) HOC) .J LL ItT (-) O0 LL Sw F- U) LL N N N ^� Z LL Q O LL M M m m C07 O O N JLW J CNO l0° � � � ❑ U J w LO v LO W v a n o _ J O co 'O J � a • o J 0 E c di a c > a) o O Q U c Q > d co o w o c ❑ Cn co 0 J J U N co CL vm w o '- N cc o Cy A2 z E w rn a a m U) > w y N ° ° > 4 C7 O g O fl E L 0 U� o i° � U rn _ (D N N H O [L o o LO o 0 N N I� fA OQ W Cn fn fn fn fn J cLJ a j < N M 11') lA fA V 2 2 2 5 2 m m m m m O O CD LL M CN O O J (Id) X3ONI UIOI-LS`dld >- • • 4 o ❑ c V 4 0 (V Q 2 N U m o (n U) LLJ 4.,:,,. ° C° f� N O ply } E N U') J N Q p C 00 In Q J o N° r- M C5 6 v Q � G o N0 U) U) Q a C,? 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C.) 04 L6 J N Q p m U m c o W J m N0Q a LL o woo J •- 0 °o a V N c �-- W { J Q O J Z o a U w C, N Cl)M °' o o a E Z N N�y LL (O CD w Z w - —— —— —— —— —————— — — —— w E L V C ) Q� O J O W (n a O- -- -- -- - ------ -- - - Q O z N •p C —— —— —— —————— —— -- W p > N O N Q - -- -- -- -- ----- -- -- — -- a o ' n = L CD 0 Z O Z J t 0 cc Q ° z E N N -- -- -- -- -- -- -- — -- LL p O o ) C Z Z • -' U) a) Z < N t N >' C � (` N W Q N y m !n 0 Cl) cc LL fA Of `1 Y Y p E 0 Z U ` C6 o a� x ( r N M W U� O O J p N N M w � e V to co c N w V� a t U U') Q w '4 co cq x x x M-O 0 co O On 0 0 M N O 0 O m m m 1HJ 3 I3M AS N3N11N3ON3d m 0 0 4 R � N Q 2 LO O U) O CV o c LL N J N li Qp C 0) 0) r Q Q LL > I� M ° Np (A vJ a I LL Jp0 LO = o °o d V N 0 1-- W _ J o M N r o c0 Z Lo O c0 W N- -- -- -- -- ------ -- -- -- — w E N 2 y � 'p ° J ° 3 C/) d °- -- -- -- -- ------ -- -- -- - m ❑ - c � = Z > : c LL ° Z N w tQn rn N O -- -- -- ------ - - c �- -- - -- W p .3 � r � � p Id N g ❑ 3 Q o m ° � N °' ❑ L ._ - -- - -- - ------ -- - -- -- ❑. t Z ° Z J �' ° V) � O Q - v o a U) co c oo Z E NN- - - -- -- ---- - -- -- -- -- LL >+ 3 rn C a (n O o �^ y O W O a y °o N W_ Q T c q ° U rn 0, ; m O LL Y Y O ❑ fn m N m co ❑ ❑ m s E o ❑ U O O U Z Q a a a cq U) (n = m LL M W O O O J ❑ C Lci N w �- M � N J U � � N I n v M-O CD co On co Lo V M N O c? 1HJ13M AS 1:13NIJ 1N30b3d N N IX C7 Q 2 co o (n i. '^ O ° Cl 0 N V/ 04 Q' } _ LL N o J N Q O J p CCU° Cl) M Z 2° N0U) U) E woo LO J = CD IL U H N c F— W w J Q o J Z O a U O U N O Cl) co ao LO a a� E m l► LO (n v o m o w o U T � J o CO 2' J a> ° N LL co w 0 O Z N w w N C - -- -- -- -- ------ -- -- -- W p 3 3 > > O CD N cn > > cn O G Q _ -- -- -- -- ------ U) Q Q L CL - -- -- — -- O Z E C� C� N Q W CD m m Z E m ONE- -- -- -- -- ------ -- -- -- z LL m a� L �, 0 W Q c c lA cn U 3 3 L U- o o co 0 U a a rn (` Q > > Y cc E o Z U U U p co - -- -- -- -- ------ -- -- -- fn ,n C9 (37 = co co C �- -- -- -- -- --- — H N M r ',. U- M — — -- -- W W O O O o iti N co � M V y U) CO cis W ` W m` N �hVL7i J— -- -- -- ------ -- -- -- -- a U o ' r� r� oo � < x = _ (h-O OOi C, 00 o o M N 1HJ13M A8 b3Nld 1N3M:f3d c N LO °0 U) LL M V >- CV Q c o C-4 J LL A O f0 o N � Z U ° Lo —J �-- U) Q a � � 0 to °o a V H N o � W J _ J ^ ° L L W J ° o N N ^, o N f0 Z O (Y cc W p N- —— —— —— —— ————— —— —— —— —— E U x LL1 cn CU C; j p o J o (n d r y p C i�c co > C CD ° Z N 2 E c - -- -- -- -- ---- -- -- -- -- W p v t Q > N � � 3 to O c .; O (n Q N ❑ CU c .� - -- -- -- -- --- -- -- -- -- C❑. .0 LO Z J L Q () E CC Z ° 3 fn cu Q w ° w _ Z E CO w' N N- — C7 LL > is c -- -- -- -- --- -- -- — -- O y A 0 W _o ° W U w+ w L U) °_ U- :11 ca O ❑ U ❑ ❑ _O UFa. - -- — -- — ------ -- -- -- -- L E Cn N Lq Un = co c_ o H cn <t LL M W O O -� - ❑ can v° W -- ,n- — -- -- -- ------ M -- -- -- — — —— —— —— —————— —— —— —— —— V o �J (D N N 0 -- -- -- -- ------ -- -- -- -- a 0 U CO co M-O 0) 0°O � co° ° Ln It M N ° Q � 1H013M A13 b3N131N301:13d N N 41 S 0 Q x S APPENDIX C PREVIOUS EXPLORATIONS IN THE VICINITY RELATIVE DENSITY OR CONSISTENCY VERSUS SPT N-VALUE TEST SYMBOLS COHESIONLESS SOILS COHESIVE SOILS %F Percent Fines Approximate AL Atterberg Limits: PL=Plastic Limit Mo Approximate Density N(blows/ft) , Consistency N(blows/ft) Undrained Shear LL=Liquid Limit Relative Density(/) Strength(psf) CBR California Bearing Ratio Very Loose 0 to 4 0 - 15 Very Soft 0 to 2 <250 CN Consolidation Loose 4 to 10 15 - 35 Soft 2 to 4 250 - 500 DO Dry Density(pcf) Medium Dense 10 to 30 35 - 65 Medium Stiff 4 to 8 500 - 1000 DS Direct Shear Dense 30 to 50 65 - 85 Stiff 8 to 15 1000 - 2000 GS Grain Size Distribution Very Dense over 50 85 - 100 Very Stiff 15 to 30 2000 - 4000 K Permeability Hard over 30 1 >4000 MD Moisture/Density Relationship(Proctor) USCS SOIL CLASSIFICATION SYSTEM P I Resilient Modulus D Photolonization Device Reading MAJOR DIVISIONS GROUP DESCRIPTIONS PP Pocket Penetrometer Approx.Compressive Strength(tsf) Gravel and �' GW Well-graded GRAVEL SG Specific Gravity Coarse Clean Gravel TC Triaxial Compression Grained Gravelly Soils (little or no fines) TV Torvane GP Poorly-graded GRAVEL Soils ° Approx.Shear Strength(tsf) More than 50%of Coarse Gravel with ° GM Silty GRAVEL UC Unconfined Compression Fraction Retained Fines(appreciable on No.4Sieve amount of fines) GC Clayey GRAVEL SAMPLE TYPE SYMBOLS Sand and Clean Sand •• SW Well-graded SAND ® 2.0"OD Split Spoon(SPT) Sandy Soils (little or no fines) (140 lb.hammer with 30 In.drop) More than SP Poorly-graded SAND 50%Retained Shelby Tube 50°h or More on No. Sand with SM Silty SAND 200 Sieve of Coarse Fines(appreciable 3-1/4"OD Split Spoon with Brass Rings Fraction Passing e Size No.4 Sieve amount of fines) SC Clayey SAND O Small Bag Sample Fine Silt ML SILT Large Bag(Bulk)Sample Grained and Liquid Limit Less than 50°k CL Lean CLAY � Cote Run Soils Clay _ OL Organic SILT/Organic CLAY Non-standard Penetration Test (3.0"OD split spoon) MH Elastic SILT 60%or More Silt Liquid Limit Passing and 50%or More CH Fat CLAY GROUNDWATER SYMBOLS No.200 Sieve Clay OH Organic SILT/Organic CLAY � Groundwater Level(measured at Size time of drilling) Highly Organic Soils PT PEAT Groundwater Level(measured in well or Mr r r open hole after water level stabilized) COMPONENT DEFINITIONS COMPONENT PROPORTIONS COMPONENT SIZE RANGE PROPORTION RANGE DESCRIPTIVE TERMS Boulders Larger than 12 In <5% Clean Cobbles 3 in to 12 in s Gravel 3 in to No 4(4.5mm) 5-12% Slightly(Clayey,Silty,Sandy) Coarse gravel 3 in to 3/4 in Fine gravel 314 in to No 4(4.5mm) 12-30% Clayey,Silty,Sandy,Gravelly Sand No.4(4.5 mm)to No.200(0.074 mm) Coarse sand No.4(4.5 mm)to No.10(2.0 mm) ;1 Medium sand No.10(2.0 mm)to No.40(0.42 mm) 30-50% Very(Clayey,Silty,Sandy,Gravelly) Fine sand No.40(0.42 mm)to No.200(0.074 mm) Silt and Clay Smaller than No.200(0.074mm) Components are arranged in order of Increasing quantities. NOTES: Soil classifications presented on exploration logs are based on visual and laboratory observation. Soil descriptions are presented in the following general order: MOISTURE CONTENT Density/consistency,color,modifier(ifany)GROUP NAME,additions to group name(lf any),moisture DRY Absence of moisture,dusty, content. Proportion,gradation,and angularity of constituents,additional comments. dry to the touch. (GEOLOGIC INTERPRETATION) MOIST Damp but no visible water. Please refer to the discussion in the report text as well as the exploration logs for a more WET Visible free water,usually soil is below water table. complete description of subsurface conditions. tit LEGEND OF TERMS AND SW 7th Street Storm Drain SYMBOLS USED ON HWAGEOSmNas INC. EXPLORATION LOGS PROJECT NO.: 2003-007 FIGURE: C'1 LEGEND 2003007.GPJ 1/3/12 DRILLING COMPANY: Holocene Drilling DATE STARTED: 01/29/2003 DRILLINGMETHOD: Hollow Stem Auger DATE COMPLETED: 01/29/2003 SAMPLING METHOD: SPT w/autohammer LOGGED BY: B.Hawkins LOCATION: See Figure 2 SURFACE ELEVATION: 23.5 t feet Yrl 0 g w m a N Standard Penetration Test J z U) w V (140 lb.weight,30"drop) o Z cn H A Blows per foot o W w w� m a a w Ow o �i W CO =3 DESCRIPTION 0) 0 0-g O a N w 0 0 10 20 30 40 50 GP ASPHALT CONCRETE PAVEMENT(ACP) °(�y Medium dense,brown,sandy,fine to coarse GRAVEL,moist. SM Loose,dark gray and brown,very silty,fine SAND,moist. 8-1 3-3-3 r� [ALLUVIUM] 20 5 S-2 1-7-8 ........... SP Loose,dark brown,poorly graded SAND with silt and gravel, SM wet. S-3 3-3-7 GS 15 10 •• .' ....... ................................... .... . SP Loose to medium dense,brown grading to gray,slightly silty, S4 0-2-4 SM fine to coarse gravelly,fine to coarse SAND,wet. Wood noted. S-5 4-6-12 �' A' 10 15 ;. S-6 4-7-8 ..:. . ...:. Y�II S-7 9-10-11 GS 5 20 .' OH Soft,dark brown,organic SILT,moist to wet. Abundant TA q GM '.organics and wo.od. :.• :. .... ............................................... ° Medium dense,brown,silty,sandy GRAVEL,wet. .................................................................... GW Medium dense,yellowish brown,well graded GRAVEL with silt 0 • GM and sand. Oxidation stains noted at 25 feet. 25 • . ....:...�... .... .A-: .... ....: S-9 5-11-11 GS ' • • 30— �5-10 5-11-11 .. .... .... �. .... .... ....: Total depth=31.5 feet. -10 35 :....:.... :....:....:....:....:.... -15 40 0 20 40 60 80 100 Water Content(%) Plastic Limit F--0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be Indicative of other times and/or locations. r BORING: SW 7th Street Storm Drain BH- 1 (2003) HWAGE0saENCES INC, PAGE: 1 of 1 PROJECT NO.: 2003-007 FIGURE' C-2 PZO-DSM 2003007.GPJ 1/3/12 wr DRILLING COMPANY: Holocene Drilling DATE STARTED: 01/29/2003 DRILLING METHOD: Hollow Stem Auger DATE COMPLETED: 01/29/2003 SAMPLING METHOD: SPT w/autohammer LOGGED BY. B.Hawkins LOCATION: See Figure 2 SURFACE ELEVATION: 24.5 t feet r w U) W z Standard Penetration Test m CL j J W v (140 lb.weight,30"drop) Z J o z � i A Blows per foot o to -1 = --1 w Q m cq a grL W 0 w uJ o ti D DESCRIPTION uai (0 a O o-N W 0 10 20 30 40 50 0 ACP GP Loose,brown,sandy,fine to coarse GRAVEL,moist. o [FILL] Y. S-1 3-4-3 SM Loose to very loose,brown and gray,silty SAND,moist to . : wet. Oxidation stains at 5 feet. 20 5—. [ALLUVIUM] ... ... ... .... ....:....: S-2 1-2-3 S-3 1/12"-2 GS S-4 5-7-7 ; GM Loose,gray,slightly silty,sandy,fine to coarse GRAVEL,wet. 0 ... .. ......... S-5 1-1-2 A: `. SM Very loose,brown,slightly silty,fine to medium SAND,wet. 15 10 S �6 8-9-5 ...� .... ....:.... SP Medium dense,grayish brown,poorly graded SAND with � gravel,wet. Some gravel layers noted. Note:Blow counts Inflated due to driving on gravels. S-7 11-17-18 20 :. .... ..�.. .... .... ....: S-8 2-7-7 GS S-9 12-15-30 30 ::.. :' ...:....:...A...:....:.... 5 S-10 4-12-13 IN Total depth=31.5 feet. 35 ....:....:.... ....:....:....:....:.... -10 1 40 5 0 20 40 60 80 100 Water Content(%) Plastic Limit 1 —rl Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. ilk BORING: SW 7th Street Storm Drain BH- 2 (2003) 1 HWAaosaENCES INC. PAGE: 1 of 1 PROJECT NO.: 2003-007 FIGURE: C-3 PZO-DSM 2003007.GPJ 1/3/12 DRILLING COMPANY: Holocene Drilling DATE STARTED: 01129/2003 j DRILLING METHOD: Hollow Stem Auger DATE COMPLETED: 01/29/2003 SAMPLING METHOD: SPT w/autohammer LOGGED BY: B.Hawkins LOCATION: See Figure 2 SURFACE ELEVATION: 26.0 t feet Wig Lu r g w m z Standard Penetration Test J P5 w (140 lb. eight,30"drop) Z -' y w w w.s A Blows per foot o = m cn (L a. w O w Q o o (0 DESCRIPTION can vas a° O a w 0 0 10 20 30 40 50 GP ACP ° Medium dense,brown,sandy,fine to coarse GRAVEL,moist. 25 f ML [FILL] Soft,red brown to gray,sandy to very sandy,SILT,moist to S-1 2-2-2 GS wet. Oxidation stains noted,organics noted. 5 [ALLUVIUM] ' ............................................:.. . 20 S-2 2-2-3 GS a ' ................•........................... ....................... j ML Soft,dark gray,sandy SILT,wet. Organics and wood noted. 10 :....:.... .... Some clayey soils nosed. 15 ®S-3A 0112"-2 GS ®S-36 AL ~� r 15 ....:....:....:....:....:....:....:....:....:.... i 10 OH Soft,dark brown and gray,slightly sandy,organic SILT,wet. S-4 1/12"-5 Abundant organics and wood noted. 20 :; . ....................................................... ML Soft,dark brown and dark gray,SILT,moist. Fine sand 5 lenses noted. f� S-5 2-1-2 AL rs25 ............I........................................................ SM Loose,dark gray,silty SAND,wet. Abundant organics and wood. 0 S-6 4-4-4 A' 30 :....:....:.... ....:....:..... Total depth=29 feet. -5 35 ....:....:.... :....:....:....:....:....:.... WIIt, -10 so 40 0 20 40 60 80 100 Water Content(%) Plastic Limit F—ta- Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. VYI BORING: 1 SW 7th Street Storm Drain BH— 3 (2003) IMGEOSCIENCES INC. PAGE: 1 of 1 PROJECT NO.: 2003-007 FIGURE' C-4 PZO-DSM 2003007.GPJ 113/12 LO U LO ° C) Lli C) W ° �? CO N ° uo of ui N Co ao It o o )° r- r- Z V ° ` Q U) �-- �° N NOS U) o n U- o W00 co LO _I = o0 C) C) f-- 5W Z J Q F � U J o U Q. 0 N CO o (L E m z LO a c o cm m I' W o co a C, cn m = ° 0 w °- c ------ -- -- — — — O -- 3 �k n r N w m LL z co °- -- -- -- -- ------ -- -- - -- W o o 0 N Z E Z - CD U) (D (n v . Q v 0 to Z O Z J m rn U) O `� ° a� N Q U 0 rn m 3 N > c N Z a O a O w O j L>~ !0 `o ° F o +U)-?5 15 D =0 m cu cn o Q v ai ai 0 U Z - -- — — -- ---- — -- -- -- -- LO � o �n o C m O N M_ _ _ n •n- N W 00 M — —— —— —— —————— —— —— —— —— (h (1) � w L o a CJ LO Q 0 0 0 Z v N M O O O O O O O O O O O O W 00 n (O In It M N 1HJ13M A8 213NIJ IN30�13d ■ ■ �j 0 a co L U ° (n 0 C) rn } O LL N N O N _U' a rn o Q LL C) Q U C5 (%�° h ONO N Z rl Q C� v J � ci 4 N0 U) (n Q o art a C/1) LL 0 0 ,� Jp0= o 0 °o of U N UJ o -� z o J Q � _J C) U th N a 0 E z LO c C) W o 0 U) J CL :3 C, J o c rn LL ° Z N - - -- -- ------ -- -- -- - C 3 ° -- -- -- -- ------ -- — -- -- U) u¢i 0 Z�C ° z cl) W N rn 1V i LL 4--(00 Z = 0 i J N a .0 O 3 C T ti pi o U) N m o 3 o Z U m >- (7 — -- -- ------ -- -- -- -- c9 El a tO vn LO ° O C = M- - -- -- -- ------ -- -- -- -- O F=- N �t a to o to J W W O N N � V CM � N J LU V (0 -- -- -- -- ------ -'- - 0 U L Q o Cl) Cl) N N N N M V M N °O � W ° ° CO to iw m m m C 1H9I3M AG 2ANId 1N30213d � o � Q o N t� ti LO � U� ° o c 04 to N co T, ° o �T Cl) Z (D ~ M o o N0 U) (n Q ti CL wooo � -� ° 0 C)p aJ. U f— N C) W J Z —! ° LO \° t o I N N Z O � � O W � ° J o J o ay °- — -- — -- ------ -- -- -- -- — C9 L tL O z N �CC • —— —— —— —— —————— —— —— —— —— N � L O 0 Q —— —— —— —— —————— —— —— —— —— Z Q O J H J_ Q w W a) N N -- -- -- O c (A W O O 1-5 C > cn ti 3 O U LL co co cn O U -- -- -- -- ------ -- -- -- -- to u� - of °0- -- -- -- -- ------ -- -- -- -- o r r (V ` N W N con r ro -- -- -- -- ------ -- -- -- -- a o v U LO C° C) M M ( 7 N M•O O O O O O O O O O O O m 00 1, O to Cl) N 1HJI3M 1k8 2J3NId 1N3MJ3d 53, 0 o0 Z U Q J_ of rr � M LL 75 UOo LL pX � LLJ 'a o v � z < o a co M F— ~ O o o HUH N r J co N J W O U) zz LLI U 0 0 rs J a 0 00 rs +rw J J c z s c°o h Q 0 U U oco 0 Ua) aw J J N w cli N In 00 M � 5 J c N L Q O O J U M M UK CD � d M N O x O z co Od) X�aNI ) DOLLSVId � 5 v no C7 s 0 0 N o tics APPENDIX D • AQUIFER TEST DATA AND TRENCH DEWATERING ANALYSIS vw ift w Waterloo Hydrogeologic, Inc. Pumping Test Analysis Report 180 Columbia St. Unit 1104 Project: SW,7th Street Waterloo, Ontario, Canada No: 2011-044 Phone: +1 519 746 1798 Client: City of Renton BH-1 recovery(Theis Recovery) t/t' 10 100 ■ BH-1 0 ■ ■ 0.073 ■ 0.146 rn rt r 0.22 ifs 0.293 0.366 Test name: BH-1 recovery Analysis method: Theis Recovery Analysis results: Transmissivity: 1.17E+2[cm2/s] Conductivity: 7.65E-2 [cm/s] Test parameters: Pumping well: BH-1 Aquifer thickness: 50[ft] Screen radius: 0.33[m] Unconfined aquifer id Screen length: 10[m] Casing radius: 0.08 [m] Discharge rate: 9[U.S.gal/min] Pump Time 65.5[min] M Comments: Evaluated by: V.Atkins Date: 10/28/20 Waterloo Hydrogeologic, Inc. Pumping Test Analysis Report 180 Columbia St. Unit 1104 Project: SW 7th Street Waterloo, Ontario, Canada No: 2011-044 Phone: +1 519 746 1798 Client: City of Renton BH-3 recovery(Theis Recovery) t/t, 10 ■ BF-1-3 0 0.064 JK 0.128 in ■ 0.192 as 0.256 0.32 Test name: BH-3 recovery °11f Analysis method: Theis Recovery Analysis results: Transmissivity: 7.52E+1 [cm2/s] Conductivity: 4.94E-2[cm/s] Test parameters: Pumping well: BH-3 Aquifer thickness: 50[ft] Screen radius: 0.33[ft] Confined aquifer Screen length: 10[ft] Casing radius: 0.08[ft] Discharge rate: 7[U.S.gal/min] Pump Time 45.5 [min] Comments: Evaluated by: V.Atkins Date: 10/28/20 U C N T N N O N C N N O U) O 3 ° 0 o z a� O C < E m m W v� Y c E E ) �° m 0. U _. UO ° 3T 06 E 0 ti L 0 I� + o C. R O _ C.w II �t 0 o 0 3 N W U O C V _ .-�O N .-. t O ` O v0 ♦_ EU O .0 O C r @ O f6 3 U U •� U NO U 0 3 O a=+ = p V f` c U o illl O W H c 0 C7 LL 7 N = w CO CY E s o� Q W t N 3 J m Q v • O L I I L aO W Y v H O ui .cL ja O Cl) I- U) O t� 0 E .� _ c Q .. ao � � m Io =3 6 min Cj Cl)Cl) s Z to j y N n O 5 m O cu _ d > > O V 3 O t; O N z ,w�.. c O c O LU N C w � O C (fl O M ✓T u N N V OC> N CD co c.> Y Q CD 1 E o t °� f �2 N 3 N - 0 0 0 O L D S >w 0 fn C .m N 3 > +. 7 E (0 O co v o O L ca U) � a�i D, c x F 5 - � C w o J Cj N co 00 7 V co ch (A (A U) N O L. O N C 'O � .'�..u') to w l �O i > 3 `" H- o 04 Q � LL Q r c m N O COO T C O Q <: z � rrd - d 'o c 0 'moo .� m m E c p H c v v = m s o T m 2 cu � o m m "v@i �� � `� o CD m cc _ L w � a U C u) 0 U T C N N V) U U) Q 0 O �M Z N .0 LL' w O E ai c v o = c a) o ns = 5 U N O N (cC6 O _ U E � U N ti 6 + C 0 O 0 O O � O O y O 0 3:3 O m o U W Ili aO) - � x. i 2 %rrn) 60 p v o c ,. E_ V e6 o c +0,, c6 - > ENO U N = Y O W N 3 T0v E°' 3 O« s 0 O a N � r C y O D O ED LL aS C (D L v cF cy m N c6 Q 0) W t U J N J 3 N _ m Q N Q V D) 0 O N H C L i II C W w Y P O 0 v vi O O M h CO O co a R CO U.) h d' m O Q= ? O Z to Q Tv� (V a 0 m U U 0 > 3 CD Cl " t1 N O O O YYII H a� °o c U 0 cn ai V O C (D O M C7 �6 U (6 1 N V .E O LO N co Y `C J O d V O 000 C di6 in W N 1 ~ C •� V E L d C O 5 O () _ (o T NC'dN N LL a) ,..� O O L 0 H LU C) rn 0 x w� E °o E m m O E ) '' N C " 01 U m -- n L LL � a)p-w t0 C J d U) r U N U) O 4 >> 0) O d U) 'O_ a) O > "T L T 16 O _O H L C { U .. o > m Q c O N 0 O U- _ C N O ;,a) CO O Z a3 p _., t d _� N a) _ � O 'O 0L O � d O C O -D a) 1z m E C E 1 -� O t U U C aS L N „ V co c 7 Q U a N N N a) 3 = J H H Q C! W Q R' d IW City of � Stormwater Pollution Prevention Plan DRAFT L L L L av SW 7" STREET/NACHES AVENUE SW STORM SYSTEM IMPROVEMENT PROJECT— PHASE I - Project SWP-27-3570 fm SWPPP The SWPPP provided will provide Contractor guidelines for preparing a final SWPPP. The final SWPPP " must meet the requirements of the Department of Ecology's NPDES and State Waste Discharge General Permit for Stormwater Discharges Associated With Construction Activity for the SW 7 1 St./ Naches Ave SW Storm System Improvement Project. The final SWPPP shall include and modify as necessary the Site ` Preparation and Erosion Control Plan drawings provided as part of the Contract Plans. The Contractor shall prepare, review, and modify the SWPPP as necessary to be consistent with the actual work schedule, sequencing, and construction methods that will be used on the project. The Contractor's to SWPPP shall meet the requirements of the general permit. it to VW or rr �r +rr +ww 4W to to Draft Report Stormwater Pollution Prevention Plan SW 7th Street / Naches Ave SW Storm System Improvement Project City of Renton November 2013 leidos to to Draft Report Stormwater Pollution Prevention Plan SW 7th Street / Naches Ave SW Storm �. System Improvement Project City of Renton V M November 2013 leidos ow Ow This report has been prepared for the use of the client for the specific purposes identified in the report. The conclusions, observations and recommendations contained herein attributed to Leidos Engineering constitute the opinions of Leidos Engineering. To the extent that statements, information and opinions provided by the client or others have been used in the preparation of this report, Leidos Engineering has relied upon the same to be accurate, and for which no assurances are intended and no representations or warranties are made. Leidos Engineering makes no certification and gives no assurances except as explicitly set forth in this report. ©2013 Leidos All rights reserved. US so WIN Ali aw to Stormwater Pollution Prevention Plan to SW 7t" Street / Naches Ave SW Storm System Improvement Project City of Renton Table of Contents Table of Contents List of Tables List of Figures Executive Summary Section 1 INTRODUCTION AND OBJECTIVES...............................................1-1 Section 2 SITE DESCRIPTION—EXISTING AND PROPOSED ......................2-1 ExistingSite.......................................................................................................2-1 aw Proposed Construction Activities and Project Description...............................2-2 Section 3 CONSTRUCTION STORMWATER BMPS.........................................3-1 wThe 12 BMP Elements.......................................................................................3-1 Site-Specific Erosion and Sediment Control BMPs..........................................3-7 Non-ESC BMPs Required.................................................................................3-8 ow Section 4 CONSTRUCTION PHASING, SCHEDULE,AND BMP IMPLEMENTATION ..............................................................................................4-1 Section 5 POLLUTION PREVENTION TEAM....................................................5-1 Roles and Responsibilities.................................................................................5-1 rTeam Members..................................................................................................5-2 Section 6 SITE INSPECTIONS AND MONITORING.........................................6-1 +.r Site Inspection...................................................................................................6-1 Stormwater Quality Monitoring........................................................................6-2 r Section 7 RECORDKEEPING AND REPORTING..............................................7-1 Recordkeeping...................................................................................................7-1 Reporting...........................................................................................................7-1 Section 8 FINANCIAL OWNERSHIP/RESPONSIBILITIES.............................8-1 ow File: 001159 1 2651211024 lei dos Table of Contents try List of Appendices A TESC Sheets B Site Inspection Log List of Tables Table 4-1: Construction Milestones and BMP Implementation Schedule.................4-2 Table 5.1 Pollution Prevention Team......................................................................... 5-2 List of Figures Figure 1. Vicinity Ma 1-3 �r iv Leidos Engineering,LLC Hardie Ave sw7ch swrrr 11-08-2013.docx Section 1 INTRODUCTION AND OBJECTIVES This Stormwater Pollution Prevention Plan (SWPPP) is prepared for the City of Renton SW 7th Street / Naches Ave SW Storm System Improvement Project. The purpose of this project is the construction of a parallel storm drain in the lower portion of the basin to increase overall system capacity and help alleviate upstream flooding problems. In addition the project includes stormwater treatment retrofitting along SW 7th between Naches Ave SW and Lind Avenue SW. 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Construction activities will include demolition, excavation, grading, utility work, paving, and landscaping. The purpose of this SWPPP is to describe the proposed construction activities and all temporary and permanent erosion and sediment control rw measures, pollution prevention measures, inspection activities, and recordkeeping that will be implemented during the proposed construction project. The objectives of the SWPPP are to: `w 1. Implement Best Management Practices (BMPs) to prevent erosion and sedimentation, and to identify, reduce, eliminate, or prevent stormwater +r contamination and water pollution from construction activity. 2. Prevent violations of surface water quality, ground water quality, or sediment management standards. 3. Prevent, during the construction phase, adverse water quality impacts including impacts on beneficial uses of the receiving water at the new outfall and downstream of the outfall. This SWPPP was prepared under the guidance of the City of Renton 2010 Amendments to the King County Surface Water Design Manual. This report is divided into seven main sections with several appendices that include stormwater related reference materials. The topics presented in each of the main sections are: ■ Section 1 - Introduction. This section provides a description of the project, and the organization of the SWPPP document. ■ Section 2 - Site Description. This section provides a description of the existing site conditions and proposed construction activities. ■ Section 3 - Construction Stormwater BMPs. This section provides a detailed description of the BMPs to be implemented based on the 12 required elements of the SWPPP and engineering calculations for permanent conveyance and temporary +r sediment and erosion control (TESC) facility sizing. ■ Section 4 - Construction Phasing, Schedule, And BMP Implementation. This section provides a description of the timing of the BMP implementation in relation to the project schedule. ■ Section 5 - Pollution Prevention Team. This section identifies the appropriate contact .. names (emergency and non-emergency), monitoring personnel, and the on-site temporary erosion and sedimentation control inspector. ■ Section 6 - Inspection And Monitoring. This section provides a description of the inspection and monitoring requirements such as the parameters of concern to be monitored, sample locations, sample frequencies, and sampling methods for all stormwater discharge locations from the site. ■ Section 7 - Recordkeeping. This section describes the requirements for documentation of the BMP implementation, site inspections, monitoring results, and changes to the implementation of certain BMPs due to site factors experienced during construction. File: 001159 1 2651211024 Leidos Engineering,LLC 1-5 +wr Section 1 This preliminary SWPPP document was prepared for local permit and the NPDES w permit applications. Following award of the contract, the Contractor is required to prepare a more detailed SWPPP prior to construction that reflects the actual schedule, techniques, and work approaches to be utilized by the Contractor. The Contractor's SWPPP must meet all permit requirments. rr to wrw 1-6 Leidos Engineering,LLC Hardie Ave SW7a,SWPPP 11-08-2013.docx it Section 2 SITE DESCRIPTION - EXISTING AND PROPOSED Existing Site The existing SW 7th Street storm drainage system is a major trunk line draining 623 acres of the South Renton Subbasin, which includes much of the downtown area. 1r The existing pipe system generally consists of 48-inch to 60-inch diameter pipe that extends west along SW 7th Street and then north along Naches Ave SW to discharge to an unnamed stream (defined as Stream A in the critical areas study [Stream Study, Herrera, 2013]. This stream drains to the Black River Pump Station forebay, an area which designated by the City of Renton as Shoreline jurisdiction. The project mainly consists of a 60-inch diameter parallel pipe installation along SW 7th Street from Lind Ave SW to Naches Ave SW, and then along Naches Ave SW to the outfall to Stream A. Water quality treatment using Filterra media system vaults will be installed only along SW 7th Street from Lind Ave SW to Naches Ave SW. Ground elevations range between 20 to 25 feet within the extent of the project. Land use is business commercial with predominantly business park-type buildings, parking lots and landscaping. Exceptions to this general site character are the City- owned wetlands to the west of the Naches Ave SW between SW 7th Street and the outfall of the existing and proposed parallel pipe. r The existing drainage system consists of curb and gutter, inlets and connections to the existing 60-inch diameter pipe that discharges to Stream A. Utilities along the project alignment include water, sanitary sewer, storm drain, fiber optic communications, cable, gas, and power(above and below ground). Any of these r utilities that are in conflict with the proposed trunk line will be relocated. Vegetation and Critical Areas Most of the corridor along the project consist of paved public road with some grass median and in between curbs and sidewalks. Critical areas were investigated as part of the permit acquisition for the project. They include an unnamed stream (defined as Stream A in the critical areas study [Stream Study, Herrera, 20131 that the proposed pipeline will discharge to and two wetlands located west of Naches Ave SW between SW 7th Street and the proposed outfall. The wetlands were identified in the Wetland �. Assessment Report and Buffer Mitigation Plan [(Herrera, 2013]. The wetlands are a minimum of about 75 feet west of Naches Ave SW, with a vegetated wetland buffer between. Soils A geotechnical report, entitled Geotechnical Engineering Report - SW 7th Street / Naches Ave SW Storm System Improvement Project [HWA GeoSciences, 2013] was prepared for the project ([Month] 2011). Field explorations in the project area and .r File: 0011591 2651211024 l idol 11111 Section 2 laboratory testing revealed that fill soils to depths of 2.5 to 7.5 feet. Recent alluvium +r deposited below the fill is defined as Alluvial Silts and Sands in boring logs and described as fine grained and deposited in relatively low energy environments such as a lake or estuary. Proposed Construction Activities and Project Description The purpose of this project is to construct a parallel storm drain in the lower portion of 4 the basin to increase overall system capacity and help alleviate upstream floodin problems. The project includes stormwater treatment retrofitting along SW 7t between Naches Ave SW and Lind Avenue SW. The City applied for and obtained a grant from the Washington State Department of Ecology for water quality retrofits along SW 7th Street. SW 7th Street is a busy arterial with high truck traffic and the water quality retrofit will be a significant water quality improvement to the downstream system and Stream A. Treatment will be provided by installing between 15 and 20 Filterra systems. Filterra system utilizes a media blend designed to remove typical stormwater pollutants such as TSS, phosphorus, nitrogen, heavy metals, and oil and grease. Typical size of Filterra units will be between 4-ft x 4-ft to 6-ft x 4-ft. The Filterra systems will be designed and installed in accordance with the Conditions of Use listed in the General Use Level Designation for the Filterra System and manufacturer specifications. The project will include upgrades of the storm drainage laterals to connect the new Filterra units to the existing or new trunk storm drain. Construction activities will include: • Excavation and trenching to install the new trunk, manholes, catch basins and lateral pipes and providing required shoring. • Constructing a new outfall to Stream A including replacing or adding new rock lining to the existing channel bank(which is currently rock lined) • Installation of new Filterra units along roadway and lateral connections to either the existing system or new 60-inch storm drain. • Excavation and trenching to relocate water and sewer lines where they are in conflict with the new storm trunk. • Pavement overlay and pavement repair where required on the contract drawings. ► • Removing or abandoning water lines and storm sewers where required on the contract drawings. • Protection of existing underground utilities where they cross or are in close proximity to the trenching and excavation work. • Restoration of street lights, sidewalks, curbs and gutters as required by the contract drawings and specifications. • Seeding, fertilizing and mulching in the vegetated area near the outfall to stream rn A. wr 2-2 Leidos Engineering,LLC Hardie Ave sw7th swrrr t t-os-2ot3.docx SITE DESCRIPTION - EXISTING AND PROPOSED ,,, ■ Removing trees and protecting others as required by the contract drawings and specifications. Six trees will be placed in the stream to be used as rootwads. ■ Planting trees and installing other vegetation as part of mitigation for outfall `■' landscape restoration area. r 1W .r. .r r. wr File: 001159 1 2651211024 Leidos Engineering,LLC 2-3 r ow ri aw Aw ■r 00 Section 3 CONSTRUCTION STORMWATER BMPS N. This section provides a detailed description of the BMPs to be implemented based on r„ the 12 required elements of the SWPPP. In addition to describing the purpose of the 12 required elements in turn, this section also includes a list of the BMPs that are anticipated to be implemented to satisfy the element at the project site. "' Note that the Contractor may modify these lists when preparing the Contractor's SWPPP, which will be submitted for approval prior to construction. The 12 BMP Elements BMP Element#1 -Mark Clearing Limits To protect adjacent properties and to reduce the area of soil exposed to construction, the limits of construction for all non-roadway areas will be clearly marked before .r land-disturbing activities begin. Trees that are to be preserved, as well as all sensitive areas and their buffers, shall be clearly delineated, both in the field and on the plans. In general, natural vegetation and native topsoil shall be retained in an undisturbed state to the maximum extent possible. The BMPs relevant to marking the clearing limits that will be applied for this project include: +� ■ Preserving Natural Vegetation ii High Visibility Plastic or Metal Fence BMP Element#2 - Establish Construction Access Construction access or activities occurring on unpaved areas shall be minimized. If necessary, the access point to new outfall shall be stabilized to minimize the tracking of sediment onto public roads, and street sweeping and street cleaning shall be employed to prevent sediment from entering state waters. The BMPs relevant to establishing construction access that will be applied for this project include: ■ Street Sweeping +.� Only essential equipment should be allowed in disturbed areas on the site, and loose sediment shall be cleaned from all equipment prior to leaving the site. Routine street sweeping will be used to prevent the off-site transport of sediment. The frequency of street sweeping will depend on the quantity of expected construction traffic. •r+ Often, excavation of the existing soils for installation of pipe will be performed from the existing paved surfaces or roadway shoulders. Import and haul of material will also use the existing paved surface. The pavement will be swept when needed as directed by the CESCL or engineer. File: 001159 1 2651211024 l idol Section 3 go BMP Element#3- Control Flow Rates No detention is planned for this project because there are no new impervious surfaces. Surface water will be controlled using a temporary stormwater bypasses for Stream A and other pipe drainages. The stream bypass is design shall be designed to convey the 10-year peak flow (during the construction window). BMP Element#4- Install Sediment Controls All stormwater runoff from disturbed areas shall pass through an appropriate sediment removal BMP before leaving the construction area. The BMPs relevant to installing sediment controls that will be applied for this project include: • Silt Fence r • Straw Mulch • Catch Basin Inserts (Inlet Protection) ,rr In addition, sediment will be removed from paved areas in and adjacent to construction work areas manually or using mechanical sweepers, as needed, to minimize tracking of sediments on vehicle tires away from the site and to minimize washoff of sediments from adjacent streets in runoff. Sediment-laden water shall not be discharged in on-site, relatively level, vegetated areas unless approved by the City of Renton. BMP Element#5- Stabilize Soils wr Exposed and unworked soils shall be stabilized with the application of effective BMPs to prevent erosion throughout the life of the project. The BMPs relevant to stabilizing soils that will be applied to this project include: • Temporary and Permanent Seeding • Mulching • Plastic Covering In general, cut and fill slopes will be stabilized as soon as possible and soil stockpiles will be temporarily covered with plastic sheeting. Permanent cover measures shall be installed as soon as possible after areas of construction are completed. All stockpiled soils shall be stabilized from erosion, protected with sediment trapping measures, and where possible, be located away from storm drain inlets, waterways, and drainage channels. BMP Element#6- Protect Slopes With the exception of the outfall to Stream A, there are no steep slopes. The channel side slopes at the proposed Stream A outfall are already rock-lined. The rock-lining + ► will be restored after the outfall construction. 3-2 Leidos Engineering,LLC Hardie Ave SW7th SWPPP 11-08-2013.docx CONSTRUCTION STORMWATER BMPS to.. BMP Element#7- Protect Drain Inlets All storm drain inlets, catch basins, and culverts made operable during construction shall be protected to prevent unfiltered or untreated water from entering the drainage conveyance system. However, the first priority is to keep all access roads clean of sediment and keep street wash water separate from entering storm drains until treatment can be provided. Catch Basin Inserts will be implemented for all drainage inlets, catch basins, and culverts that could potentially be impacted by sediment-laden runoff on and near the construction area (downslope and within 500 feet of the construction limits). The BMPs relevant to protecting drain inlets that will be applied to this project include: ■ Catch Basin Inserts (Inlet Protection) Appropriate inlet protection BMPs will be installed, maintained and interchanged to accommodate different needs and situations with the phasing and construction activities taking place near each catch basin or inlet on the site and within 500 feet of ow the construction limits. Any filter fabric or "socks" installed in publicly owned and maintained inlets will be the Contractor's responsibility to install, inspect, and maintain. Maintenance and inspection is especially important during rain events where flow restrictions in these inlets could cause runoff to bypass the inlets and cause problems downstream of the site. BMP Element#8- Stabilize Channels and Outlets With the exception of the outfall to Stream A, there are no channels. The channel rr► bottom and side slopes at the proposed Stream A outfall are already rock-lined. The rock-lining will be restored after the outfall construction. BMP Element#9-Control Pollutants All pollutants, including waste materials and demolition debris, that occur on-site shall be handled and disposed of in a manner that does not cause contamination of stormwater. Good housekeeping and preventative measures will be taken to ensure that the site will be kept clean, well-organized, and free of debris. The BMPs relevant to controlling pollutants that will be applied to this project include: • Vehicles, construction equipment, and/or petroleum product storing/dispensing: - All vehicles, equipment, and petroleum product storage/dispensing will be inspected regularly to detect any leaks or spills, and to identify maintenance needs to prevent leaks or spills. ,.. - Spill prevention measures, such as drip pans, will be used when conducting maintenance and repair of vehicles or equipment. - Contaminated surfaces shall be cleaned immediately following any discharge or spill incident. • Chemical storage: w. File: 001159 1 2651211024 Leidos Engineering,LLC 3-3 Section 3 „ — Any chemicals stored in the construction areas will conform to the appropriate rrr source control BMPs. All chemicals shall have cover, containment, and protection provided on-site. — Application of agricultural chemicals, including fertilizers and pesticides, shall be conducted in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Manufacturers' recommendations for application procedures and rates shall be followed. • Excavation spoils dewatering waste: — Dewatering BMPs and BMPs specific to the excavation (including handling of ' contaminated soils) are discussed under Element 10. • Demolition: rr — Dust released from demolished sidewalks, buildings, or structures will be controlled using Dust Control Measures. rr — Storm drain inlets vulnerable to stormwater discharge carrying dust, soil, or debris will be protected using Storm Drain Inlet Protection (as described above for Element 7 as catch basin inserts). — Process water and slurry resulting from sawcutting and surfacing operations will be prevented from entering the waters of the State by implementing Sawcutting and Surfacing Pollution Prevention measures. • Concrete and grout: — Process water and slurry resulting from concrete work will be prevented from entering the waters of the State by implementing Concrete Handling measures. • Sanitary wastewater: — Portable sanitation facilities will be firmly secured, regularly maintained, and emptied when necessary. • Solid Waste: — Solid waste will be stored in secure, clearly marked containers. • Other: — Other BMPs will be administered as necessary to address any additional pollutant sources on-site. — No discharges to the sanitary sewer system are allowed without prior approval from King County Industrial Waste and City of Renton . BMP Element#10—Control Dewatering All dewatering water and runoff within the construction area shall meet all local, state ► and federal requirements for water quality prior to discharge into receiving water bodies. Excavation and trench dewatering water shall be discharged into a controlled conveyance system (such as pumping or piping) prior to discharge to a temporary .r sediment pond or portable treatment tank if it does not meet water quality standards. 3-4 Leidos Engineering,LLC Hardie Ave SW7th SWPPP 11-08-2013.docx Wo CONSTRUCTION STORMWATER BMPS we Conveyance systems to transport this water shall be designed by a professional engineer. Clean, non-turbid dewatering water such as well-point groundwater may be discharged to systems tributary to state surface waters, provided that this dewatering ww, water meets water quality discharge requirements and does not cause erosion or flooding of receiving waters. These clean waters should not be routed through stormwater sediment ponds or portable treatment tanks. Highly turbid or contaminated dewatering water from construction equipment operation, open trenches or work inside a cofferdam will require additional monitoring and will be treated separately from stormwater. Such monitoring is the responsibility of the Contractor. The BMPs relevant to controlling dewatering that will be applied to this project include: ■ Onsite Filtration through approved vegetated areas ■ Portable Filtration System ■ Discharge to sanitary sewer system after meeting pretreatment requirements and obtaining applicable permits BMP Element#11 - Maintain BMPs All temporary and permanent erosion and sediment control BMPs shall be maintained and repaired as needed to assure continued performance of their intended function. " Maintenance and repair shall be conducted in accordance with each particular BMP's specifications. Visual monitoring of the BMPs will be conducted at least once every calendar week and within 24 hours of any rainfall event that causes a discharge from the site. If the site becomes inactive, and is temporarily stabilized, the inspection frequency will be reduced to once every month. All temporary erosion and sediment control BMPs shall be removed within 30 days after the final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on-site. Disturbed soil �.. resulting from removal of BMPs or vegetation shall be permanently stabilized. BMP Element#12-Manage the Project Erosion and sediment control BMPs for this project have been designed based on the following principles: ■ Design the project to fit the existing topography, soils, and drainage patterns. ■ Emphasize erosion control rather than sediment control. ■ Minimize the extent and duration of the area exposed. ■ Retain sediment on-site. ■ Thoroughly monitor site and maintain as ESC measures. ■ Schedule major earthwork during the dry season. As this project site is located west of the Cascade Mountain Crest, the project will be managed according to the following key project components: ww File: 001159 1 2651211024 Leidos Engineering,LLC 3-5 err Section 3 • Phasing of construction am — The construction project is being phased to the extent practicable in order to prevent soil erosion, and, to the maximum extent possible, the transport of sediment from the site during construction. — Revegetation of exposed areas and maintenance of that vegetation shall be an integral part of the clearing activities during each phase of construction, per the Scheduling BMP. • Seasonal Work Limitations — From November 1 through April 30, clearing, grading, and other soil disturbing activities shall only be permitted if shown to the satisfaction of the local permitting authority that sediment-laden runoff will be prevented from leaving the site through a combination of the following: • Site conditions including existing vegetative coverage, slope, soil type, and proximity to receiving waters; and • Limitations on activities and the extent of disturbed areas; and • Proposed erosion and sediment control measures. 4 — Based on the information provided and/or local weather conditions, the local permitting authority may expand or restrict the seasonal limitation on-site disturbance. — The following activities are exempt from the seasonal clearing and grading limitations: • Routine maintenance and necessary repair or erosion and sediment control BMPs; as • Routine maintenance of public facilities or existing utility structures that do no expose the soil or result in the removal of the vegetative cover to soil; and • Activities where there is 100 percent infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. • Coordination with Utilities and Other Jurisdictions — Contractor shall coordinate with utilities, other construction projects, and the local jurisdiction in preparing this SWPPP and scheduling the construction work. • Inspection and Monitoring — All BMPs shall be inspected, maintained, and repaired as needed to assure continued performance of their intended function. Site inspections shall be conducted by a person who is knowledgeable in the principles and practices of sediment and erosion control. This person has the necessary skills to: 3-6 Leidos Engineering,LLC Hardie Ave sw7th swrrr 11-08-2013.docx No CONSTRUCTION STORMWATER BMPS .. Assess the site conditions and construction activities that could impact the quality of stormwater, and ■ Assess the effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges. • A Certified Erosion and Sediment Control Lead shall be on-site or on-call at all times. • Whenever inspection and/or monitoring reveals that the BMPs identified in this SWPPP are inadequate, due to the actual discharge of or potential to discharge a significant amount of any pollutant, appropriate BMPs or design changes shall be implemented as soon as possible. ■ Maintaining and Updated Construction SWPPP — This SWPPP shall be retained on-site or within reasonable access to the site. — The SWPPP shall be modified whenever there is a change in the design, construction, operation, or maintenance at the construction site that has, or could have, a significant effect of the discharge of pollutants to waters of the ow State. — The SWPPP shall be modified if, during inspections or investigations conducted by the owner/operator, or the applicable local or state regulatory NA authority, it is determined that the SWPPP is ineffective in eliminating or significantly minimizing pollutants in stormwater discharges from the site. The SWPPP shall be modified as necessary to include any additional or ■` modified BMPs designed to correct problems identified. Revisions to the SWPPP shall be completed within seven (7) days following the inspection. Site-Specific Erosion and Sediment Control BMPs ,,,■ Site specific BMPs are shown in the TESC plan sheets and notes within the Contract Drawings. General ESC notes are shown on Contract Drawing Sheet G3. Additional notes and details are shown on Contract Drawing Sheet G4. These TESC drawings are included in Appendix A. These plans will be updated as necessary during construction including addition of any additional BMPs to be used on the project site that are not shown on the conceptual layout. This section includes brief descriptions of the implementation and use of the site-specific BMPs that are anticipated for this project. ,. A silt fence will be placed around entire staging/stockpiling areas per City of Renton Standard Plan 214. BMPs will be implemented as shown on the Contract Drawings and as indicated in the Contract Documents. Alternate BMPs will be required in the event the BMP(s) described above are deemed ineffective or inappropriate during construction to satisfy the requirements as set forth in the NPDES General Permit. To avoid potential erosion and sediment control issues that may cause a violation(s) of the NPDES Construction Stormwater Permit, the Certified Erosion and Sediment Control Lead Fite: 001159 1 2651211024 Leidos Engineering,LLC 3-7 ■r Section 3 (CESCL) will promptly initiate the implementation of one or more alternative BMPs after the first sign that the existing BMPs are ineffective or failing. Engineering Calculations for TESC BMP Sizing A temporary 48-inch pipe would be needed to bypass flows in Stream A. This bypass pipe was sized based on the 10-year peak flow obtained using a frequency analysis of 60 years of peak annual construction season flows generated from a one-hour time step HSPF model. The peak annual construction season flows were peak flows in the dry season from July 1 to August 31. Once the peak flows were determined, frequency Ilk flows were determined using a Log-Pearson Type III statistical analysis. Once the bypass design flows were determined using the above, the bypass pipe was sized using standard culvert capacity nomograph for inlet controlled conditions with a +w► grooved end and headwall type of entrance. Non-ESC BMPs Required Pesticide Control No chemical herbicides will be allowed in seeding areas unless otherwise directed by the Engineer. r�l Equipment Washing Washout from a concrete trucks should be disposed of into a designated area which will later be backfilled or where the concrete wash can harden, be broken up, and then hauled for disposal at a location which is not subject to surface water runoff, and more than 100 feet away from a storm drain, open ditch, or receiving water. Petroleum and Chemical Products All vehicle maintenance and fueling shall be performed in areas that are located away from drainage courses. Petroleum and chemical products shall be stored in locked weather resistant sheds that are located away from drainage courses. The sheds shall be monitored regularly for leaks and repaired as necessary. Workers shall be instructed in proper storage and A handling of materials. Information for procedures in case of spills shall be provided by the Contractor. The Contractor shall have persons trained in handling spills and shall be on-site or on-call at all times. Materials for cleaning spills shall be kept on-site and easily available. Spills should be cleaned up immediately and the contaminated material disposed of properly. Nutrient Application and Control Great care shall be taken to keep fertilizers out of waterways. Fertilizers shall be phosphorus free where specified on the drawings. err 3-8 Leidos Engineering,LLC Hardie Ave sw7rh swPPP 11-08-2013.aocx lot up CONSTRUCTION STORMWATER BMPS Solid Waste Handling and Disposal Adequate disposal facilities in clearly labeled waste containers shall be provided in covered areas until solid waste can be removed and disposed of at a pre-approved disposal site. Lids should be kept closed at all times. Solid waste caught in erosion and sediment control structures shall be removed on a regular basis. Dust Control Precautions shall be taken to minimize the generation and release of dust into the air. The Contractor shall employ the following best management practices: • Use water trucks to prevent the generation of fugitive particulate (dust). Water should be added before and immediately (within fifteen to thirty minutes) after the soil is disturbed without using excessive amounts of water. ■ Stage activities so that natural vegetation remains undisturbed as long as possible. • Place high and low pressure fogging nozzles at the point of generation to knock down particulates before they can be released to the ambient air. • Cover stockpiles and disturbed soils with temporary cover measures. • Cover haul trucks to reduce the amount of dust blown from the trailer compartment during transport. • Provide additional vacuum-type street sweeping to that necessary for erosion and sediment control. • Provide additional dust control measures on the construction site to protect adjacent residential properties from fugitive dust. • Additional site-specific dust control measures may be required. aw go we ows wr File: 001159 1 2651211024 Leidos Engineering,LLC 3-9 to iW N Section 4 CONSTRUCTION PHASING, SCHEDULE, AND BMP me IMPLEMENTATION " The Contractor will determine project phasing, sequencing, and schedules in accordance with the requirements of the Contract Documents. For pre-project planning, a preliminary assessment of the phasing and sequencing of the major construction activities to be performed for this project is shown on Contract Drawing Sheet G3 in Appendix A. The Contractor shall provide a construction schedule in accordance with the Specifications. ■r The construction sequence begins with a preconstruction conference followed by installation of applicable TESC BMP controls including the construction limits ,., fencing, silt fencing (filter fabric fencing) and orange safety fencing as shown on the drawings prior to any construction. The BMP implementation schedule will be driven by the construction schedule. Table 4-1 provides a sequential list of the proposed construction schedule milestones and the corresponding BMP implementation schedule. The list contains key milestones such as wet season construction. The Contractor will be responsible for the final schedule and BMP implementation schedule. The BMP implementation schedule listed below is keyed to proposed phases of the construction project, and reflects differences in BMP installations and inspections that relate to wet season construction. The project site is located west of the Cascade Mountain Crest. As such, the dry season is considered to be from May 1 to �. October 31 and the wet season is considered to be from November 1 to April 30. we M to File: 001159 1 2651211024 l e a d os �rir Section 4 0 Table 4-1: r► Construction Milestones and BMP Implementation Schedule (This table will be updated with actual milestones, tasks, and dates by the Contractor following contract award. Tasks listed here are preliminary placeholders.) Construction Milestone or BMP Task Date ' Estimate of Construction start date XX/XX/XX Estimate of Construction finish date XX/XX/XX Preconstruction Meeting XX/XX/XX Flag construction limits XX/XX/XX Mobilize equipment on-site XX/XX/XX 4W Install ESC measures(silt fence,bypass systems,etc.) XX/XX/XX Implement Element#12 BMPs and manage site to minimize soil disturbance XX/XX/XX Contractor to list construction milestones:(e.g., Demolition/Excavation/Pipe installation) XX/XX/XX Contractor to show compliance with completing with within the approved fish window XXXXXX Wet Season starts XX/XX/XX Site inspections and monitoring conducted weekly and for applicable rain events as detailed in XX/XX/XX Section 2.6 of this SWPPP Dry Season starts XX/XX/XX Site grading begins XX/XX/XX Final landscaping and planting begins XX/XX/XX Permanent erosion control measures(hydroseeding) XX/XX/XX Final site stabilization XX/XX/XX rr wr as 4-2 Leldos Engineering,LLC Hardie Ave SW7th SWPPP 11-08-2013.docx it -� Section 5 POLLUTION PREVENTION TEAM This section identifies the appropriate contact names (emergency and non-emergency), monitoring personnel, and the on-site temporary erosion and sedimentation control inspector. Roles and Responsibilities The pollution prevention team consists of personnel responsible for implementation of aw the SWPPP, including the following: • Certified Erosion and Sediment Control Lead (CESCL). Primary Contractor contact, Am responsible for site inspections (BMPs, visual monitoring, sampling, etc.); to be called upon in case of failure of any ESC measures. • Resident Engineer. For projects with engineered structures only (sediment aw ponds/traps, sand filters, etc.): site representative for the owner that is the project's supervising engineer responsible for inspections and issuing instructions and drawings to the Contractor's site supervisor or representative • Emergency Ecology Contact. Individual to be contacted at Ecology in case of emergency. Go to the following website to get the name and number for the Ecology contact information: htD2://Nvww.ecy7.wa.gov/or,!Z.html. • Emergency Owner Contact. Individual that is the site owner or representative of the site owner to be contacted in the case of an emergency. • Non-Emergency Ecology Contact. Individual that is the site owner or representative of the site owner than can be contacted if required. .. • Monitoring Personnel. Personnel responsible for conducting water quality monitoring; for most sites this person is also the Certified Erosion and Sediment Control Lead. r.� File: 001159 1 2651211024 leidos Section 5 Team Members Names and contact information for those identified as members of the pollution prevention team are provided in the following table. rr Table 5.1: Pollution Prevention Team (to be completed by Contractor after contract award) #t Title Name(s) Phone Number Certified Erosion and Sediment Control Lead(CESCL) Resident Engineer Emergency Ecology Contact Emergency Owner Contact Non-Emergency Ecology Contact Monitoring Personnel NA r ► 5-2 Leidos Engineering,LLC Hardie Ave SW7th SWPPP 11-08-2013.docx �r Section 6 SITE INSPECTIONS AND MONITORING Monitoring includes visual inspection, monitoring for water quality parameters of concern, and documentation of the inspection and monitoring findings in a site log book. A site log book will be maintained for all on-site construction activities and will include: "" ■ A record of the implementation of the SWPPP and other permit requirements; ■ Site inspections; and, so ■ Stormwater quality monitoring. For convenience, the inspection form and water quality monitoring forms included in ,W this SWPPP include the required information for the site log book. This SWPPP may function as the site log book if desired, or the forms may be separated and included in a separate site log book. However, if separated, the site log book but must be VW maintained on-site or within reasonable access to the site and be made available upon request to Ecology or the local jurisdiction. Site Inspection All BMPs will be inspected, maintained, and repaired as needed to assure continued performance of their intended function. The inspector will be a Certified Erosion and Sediment Control Lead(CESCL). The name and contact information for the CESCL is provided in Section 5 of this SWPPP. Site inspection will occur in all areas disturbed by construction activities and at all stormwater discharge points. Stormwatei will be examined for the presence of suspended sediment, turbidity, discoloration, and oily sheen. The site inspector will evaluate and document the effectiveness of the installed BMPs and determine if it is necessary to repair or replace any of the BMPs to improve the quality of stormwater discharges. All maintenance and repairs will be documented in the site log book or forms provided in this document. All new BMPs or design changes will be documented in the SWPPP as soon as possible. r Site Inspection Frequency Site inspections will be conducted at least once a week and within 24 hours following any rainfall event which causes a discharge of stormwater from the site. For sites with temporary stabilization measures, the site inspection frequency can be reduced to once every month. Site Inspection Documentation The site inspector will record each site inspection using the site log inspection forms provided in Appendix B. The site inspection log forms may be separated from this r File: 001159 1 2651211024 Ieidos Section 6 SWPPP document, but will be maintained on-site or within reasonable access to the site and be made available upon request to Ecology or the local jurisdiction. Stormwater Quality Monitoring Turbidity Sampling Monitoring requirements for the proposed project will include either turbidity or water transparency sampling to monitor site discharges for water quality. Sampling will be conducted at the discharge point at least once per calendar week. Turbidity or transparency monitoring will follow the accepted analytical methodologies. The key benchmark values that require action are 25 NTU for turbidity (equivalent to 32 cm transparency) and 250 NTU for turbidity (equivalent to 6 cm transparency). If the 25 NTU benchmark for turbidity (equivalent to 32 cm transparency) is exceeded, the following steps will be conducted: I. Ensure all BMPs specified in this SWPPP are installed and functioning as intended. 2. Assess whether additional BMPs should be implemented, and document revisions to the SWPPP as necessary. 3. Sample discharge location daily until the analysis results are less than 25 NTU (turbidity) or greater than 32 cm(transparency). If the turbidity is greater than 25 NTU (or transparency is less than 32 cm) but less than 250 NTU (transparency greater than 6 cm) for more than 3 days, additional treatment BMPs will be implemented within 24 hours of the third consecutive sample that exceeded the benchmark value. Additional treatment BMPs to be considered will include, but are not limited to, off-site treatment, infiltration, filtration and chemical treatment. If the 250 NTU benchmark for turbidity (or less than 6 cm transparency) is exceeded at any time, the following steps will be conducted: 1. Notify Ecology by phone within 24 hours of analysis (see Section 2.5 of this lit SWPPP for contact information). 2. Continue daily sampling until the turbidity is less than 25 NTU (or transparency is greater than 32 cm). 3. Initiate additional treatment BMPs such as off-site treatment, infiltration, filtration, and chemical treatment within 24 hours of the first 250 NTU exceedance. lit 4. Implement additional treatment BMPs as soon as possible, but within 7 days of the first 250 NTU exceedance. 5. Describe inspection results and remedial actions taken in the site log book and in monthly discharge monitoring reports as described in Section 2.7 of this SWPPP. 6-2 Leidos Engineering,LLC Hardie Ave SW7th SWPPP 11-08-2013.docx SITE INSPECTIONS AND MONITORING pH Sampling Sampling and monitoring for pH will occur during construction. Samples will be collected weekly at the temporary storage and treatment system prior to discharge to surface water. Samples will be analyzed for pH using a calibrated pH meter and recorded in the site log book. tw The key benchmark pH value for stormwater is a maximum of 8.0. If a pH greater than 8.0 is measured in the temporary storage and treatment system that has the potential to discharge to surface water, the following steps will be conducted: 1. Assess whether additional BMPs should be implemented and whether associated revisions to the SWPPP are necessary ,■, 2. Stop (detain) all discharges from leaving the site and entering surface waters or storm drains if the pH is greater than 8.5 3. Sample temporary storage and treatment system the following day, and if the pH exceeds 8.0 for the second consecutive day, implement CO2 sparging treatment 4. Sample and measure pH daily until there are 3 consecutive pH measurements less than 8.0. 5. If there are 3 consecutive pH measurements greater than 8.0, notify Ecology by phone within 24 hours of the 3rd measurement exceeding a pH of 8.0 (see Section 2.5 of this SWPPP for contact information) and initiate discussions with Ecology regarding additional treatment BMPs. aw 6. Describe inspection results and remedial actions that are taken in the site log book and in monthly discharge monitoring reports as described in Section 2.7 of this SWPPP. Monitoring includes visual inspection and documentation of the inspection in a site log book. A site log book will be maintained for all on-site construction activities and will include: • A record of the implementation of the SWPPP and other permit requirements, and; • Site inspections. ww For convenience, the inspection form included in this SWPPP includes the required information for the site log book. This SWPPP may function as the site log book if desired, or the forms may be separated and included in a separate site log book. However, if separated, the site log book but must be maintained on-site or within reasonable access to the site and be made available upon request to Ecology, or City of Renton. File: 001159 1 2651211024 Leidos Engineering,LLC 6-3 irr Section 7 RECORDKEEPING AND REPORTING iW Recordkeeping A site log book will be maintained for all on-site construction activities and will include: • A record of the implementation of the SWPPP and other permit requirements; • Site inspections; and, • Stormwater quality monitoring. Records of all monitoring information (site log book, inspection reports/checklists, .r► etc.), this SWPPP, and any other documentation of compliance with permit requirements will be retained during the life of the construction project. The SWPPP and Site Log Book will be retained on-site or within reasonable access to the site and will be made immediately available upon request to Ecology or the local jurisdiction. A copy of this SWPPP will be provided to Ecology within 14 days of receipt of a written request for the SWPPP from Ecology. Any other information requested by Ecology will be submitted within a reasonable time. This SWPPP will be modified if the SWPPP is ineffective in eliminating or significantly minimizing pollutants in stormwater discharges from the site or there has been a change in design, construction, operation, or maintenance at the site that has a significant effect on the discharge, or potential for discharge, of pollutants to the waters of the State. The SWPPP will be modified within seven days of determination based on inspection(s) that additional or modified BMPs are necessary to correct problems identified, and an updated timeline for BMP implementation will be "" prepared. VM Reporting Water quality sampling results will be retained for review by the City or Ecology. If there is a discharge to the stormwater system that exceeds the pH or the turbidity thresholds outlined in Section 6, then the City and Ecology are to be notified within 24 hours. The City and the Ecology regional office will be notified if chemical treatment other than CO2 sparging is planned for adjustment of high pH water (see Section 5 of this SWPPP for contact information). ■w 1.. File: 001159 1 2651211024 1eid s iiM ON Section 8 FINANCIAL OWNERSHIP/RESPONSIBILITIES Financial responsibility for mobilizing, constructing, and maintaining TESC facilities ,w will lie with the Contractor who is awarded the construction contract for this project. City of Renton inspectors will be responsible for enforcing the construction contract that includes the TESC facilities. The Contractor will be required to provide bonding for the project that is typical of municipal construction contracts. A specific list of these bonding requirements can be provided upon request. Contractor will also be fully responsible for all permit compliance. rr MW ft � Q File: 001159 1 2651211024 lM idos illy ■r Appendix A TESC SHEETS File: 001159 2651211024 IeidoS I� iv.uiwai 15°rout' W d O Z 3Y W 2 N kM CL en 0 �N Z 41 W N M =0 o. 3F wU wo p=U +2WQ�m° a \ Z ~¢ ? CL 0 Q N d� W _�z0 ��O U O�¢N o 3 m S� c W g p d W° LLJ n QZQ M K Z O Y~W D O ]C O W U/'-W Y V 4QWQ- Z U W C:,o Z W 5w (L C J F c }U K w -�'O U d? 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O N 70 41 n x D N°N`�r.Z]n m N Z A=m`t _Hm° GO FAC q o�A'zo ���� �zv��A Rn%qI IRnn TTAI Appendix B SITE INSPECTION LOG The results of each inspection shall be summarized in an inspection report or checklist that is entered into or attached to the site log book. It is suggested that the inspection report or checklist be included in this appendix to keep monitoring and inspection information in one document, but this is optional. However, it is mandatory that this SWPPP and the site inspection forms be kept onsite at all times during construction, and that inspections be performed and documented as outlined below. At a minimum, each inspection report or checklist shall include: A. Inspection date/times B. Weather information: general conditions during inspection, approximate amount of precipitation since the last inspection, and approximate amount of precipitation within the last 24 hours. C. A summary or list of all BMPs that have been implemented, including observations of all erosion/sediment control structures or practices. D. The following shall be noted: 1. locations of BMPs inspected, 2. locations of BMPs that need maintenance, .� 3. the reason maintenance is needed, 4. locations of BMPs that failed to operate as designed or intended, and 5. locations where additional or different BMPs are needed, and the reason(s) why ••• E. A description of stormwater discharged from the site. The presence of suspended sediment, turbid water, discoloration, and/or oil sheen shall be noted, as applicable. F. Not used. G. General comments and notes, including a brief description of any BMP repairs, r• maintenance or installations made as a result of the inspection. H. A statement that, in the judgment of the person conducting the site inspection, the site is either in compliance or out of compliance with the terms and conditions of the SWPPP and the NPDES permit. If the site inspection indicates that the site is out of compliance, the inspection report shall include a summary of the remedial actions required to bring the site back into compliance, as well as a schedule of implementation. I. Name, title, and signature of person conducting the site inspection; and the following statement: "I certify under penalty of law that this report is true, accurate, and complete, to the best of my knowledge and belief'. File: 001159 1 2651211024 Ieidos Yr Appendix B When the site inspection indicates that the site is not in compliance with any terms and conditions of the NPDES permit, the Permittee shall take immediate action(s) to: stop, contain, and clean up the unauthorized discharges, or otherwise stop the noncompliance; correct the problem(s); implement appropriate Best Management Practices (BMPs), and/or conduct maintenance of existing BMPs; and achieve compliance with all applicable standards and permit conditions. In addition, if the noncompliance causes a threat to human health or the environment, the Permittee shall comply with the Noncompliance Notification requirements in Special Condition S5.F of the permit. > 10 B-2 Leidos Engineering,LLC Hardie Ave SW7th SWPPP 11-08-2013.docx VA Precipitation Since last inspection In last 24 hours Description of General Site Conditions: Inspection of BMPs Element 1: Mark Clearing Limits BMP: Inspected Functioning Location Y N Y N NIP Problem/Corrective Action BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP Element 2 Establish Construction Access BMP: Inspected Functioning Location Y N Y N NIP Problem/Corrective Action BMP: Inspected Functioning Location Y N Y N NIP Problem/Corrective Action AW Element 3: Control Flow Rates BMP: IM Inspected Functioning Location Y N Y N NIP Problem/Corrective Action M BMP: Inspected Functioning Location Y,_ N Y N NIP Problem/Corrective Action Element 4: Install Sediment Controls BMP: Inspected Functioning Location Y N Y N NIP Problem/Corrective Action BMP: Inspected Functioning Location Y N Y N NIP Problem/Corrective Action BMP: Location Inspected Functioning Problem/Corrective Action Y N Y 7N NIP ev BMP: 4 Inspected Functioning Location Y N Y N NIP Problem/Corrective Action BMP: Inspected Functioning Location Y N Y N NIP Problem/Corrective Action rift ri. Element 5: Stabilize Soils BMP: Inspected Functioning' Location Y N Y N NIP Problem/Corrective Action rr. BMP: � Inspected .Functioning Location Inspected Y N NIP Problem/Corrective Action rr BMP. Inspected Functioning '.Location Y N Y N' ' NIP Problem/Corrective Action BMP: Inspected Functioning Location Y N Y N NIP Problem/Corrective Action Element 6: Protect Slopes BMP: .� Inspected Functioning Location Y N Y N_ NIP Problem/Corrective Action BMP: Inspected Functioning Location Y N Y N' NIP ' Problem/Corrective Action BMP: Inspected Functioning Location Y N Y N NIP '' Problem/Corrective Action Element 7: Protect Drain Inlets BMP Inspected Functioning Location Y N Y N NIP Problem/Corrective Action BMP: Inspected Functioning Location Y N Y N NIP Problem/Corrective Action BMP: Inspected Functioning Location Y N Y N NIP Problem/Corrective Action Element 8: Stabilize Channels and Outlets BMP:. Inspected Functioning Location Y N Y N NIP Problem/Corrective Action BMP: Inspected Functioning Location Y N Y N NIP Problem/Corrective Action YA BMP: Inspected Functioning Location Y N Y N NIP Problem/Corrective Action BMP; Inspected Functioning Location Y N -Y N NIP Problem/Corrective Action Element 9: Control Pollutants BMP: Inspected Functioning ., Location Y N Y N NIP Problem/Corrective Action BMP: Inspected Functioning .Location Y N .°y N NIP Problem/Corrective Action Element 10: Control Dewatering S BMP': Inspected Functioning Location Y N Y _N NIP Problem/Corrective Action BMP: Inspected Functioning Location y N Y NIP Problem/Corrective Action BMP: Inspected Functioning � Location Y N Y N NIP Problem/Corrective Action WL w wr Stormwater Discharges From the Site Observed? Problem/Corrective Action Y Location Turbidity Discoloration Sheen Location Turbidity Discoloration Sheen �t Water Quality Monitoring Was any water quality monitoring conducted? ❑ Yes ❑ No If water quality monitoring was conducted,record results here: If water quality monitoring indicated turbidity 250 NTU or greater; or transparency 6 cm or less,was Ecology notified by phone within 24 hrs? ❑ Yes ❑ No If Ecology was notified, indicate` the date, time, contact name and phone'number below: Date: Time: Contact Name:' Phone#: General Comments and Notes Include BMP repairs,maintenance, or installations made as a result of the inspection. Were Photos Taken? ❑ Yes ❑ No If photos taken, describe photos below: r. ow t t c � CULTURAL RESOURCES MONITORING AND DISCOVERY L PLAN L L L L L L L L L t a i 1 1 i 7 7 9 w ww DRAFT�r CULTURAL RESOURCES MONITORING AND DISCOVERY PLAN �w FOR THE SW 7TH STREET/NACHES AVENUE SW STORM SYSTEM IMPROVEMENT PROJECT RENTON, WASHINGTON Prepared for City of Renton ®w and SAIC Energy, Environment & Infrastructure, LLC 999 Third Avenue to Seattle, WA 98154 aw By �. SWCA/Northwest Archaeological Associates Seattle, Washington May 16, 2013 ■w CONTAINS CONFIDENTIAL INFORMATION — NOT FOR GENERAL DISTRIBUTION rrr SWCA/Northwest Archaeological Associates 5418 - 201h Avenue NW, Suite 200 Seattle, Washington 98107 aw nt iiW err rrr Ali to iw TABLE OF CONTENTS INTRODUCTION ....................................................................................................................... 1 No Project Location and Description..............................................................................................................1 RegulatoryContext...................................................................................................................................1 ow Natural and Cultural Setin 2 Potential for Archaeological Discovery.....................................................................................................2 wo MONITORING AND DISCOVERY PLAN ................................................................................... 3 Briefing......................................................................................................................................................3 errMonitoring Procedures.............................................................................................................................3 Discovery Procedures: Cultural Resources..............................................................................................3 Discovery Procedures: Human Remains...................................................................................................4 REFERENCESCITED............................................................................................................... 5 CONTACTS............................................................................................................................... 5 rr rr im No 1w SWCA/Northwest Archaeological Associates i May 16, 2013 CONTAINS CONFIDENTIAL INFORMATION NOT FOR GENERAL DISTRIBUTION rr + .r SWCA/Northwest Archaeological Associates ii May 16, 2013 CONTAINS CONFIDENTIAL INFORMATION NOT FOR GENERAL DISTRIBUTION r INTRODUCTION The City of Renton (the City) plans to improve conveyance capacity in the lower SW 7th Street trunk drainage storm water system in Renton, Washington to decrease seasonal flooding. As part of planning for proposed construction,the City retained SWCA Environmental Consultants(SWCA),to prepare this Cultural Resources Monitoring and Discovery Plan for the project. This plan provides protocols for monitoring, recording, and reporting any archaeological findings. Monitoring will focus on excavations which have the potential to encounter significant cultural resources. This monitoring plan is intended to help avoid adverse effects to historic, and pre-contact cultural, and archaeological resources that could potentially be affected by construction of this project. The plan provides procedures to reasonably ensure that any cultural resources or human remains that might be encountered are properly identified and appropriately treated in accordance with state and federal law. Project Location and Description The SW 7th Street/Naches Avenue SW Storm System Improvement Project(the Project) is in Section 18 of T. 23N, R. 5E, and Section 13 of T. 23N, R.4E,Willamette Meridian (Figure 1). The SW 7th Street VW drainage system is a major trunk line draining 623 acres of the South Renton Subbasin that drains into the Black River Pump Station forebay(SAIC 2012). The Project will improve conveyance capacity in the lower SW 7th Street trunk drainage storm water system. In particular,the Project will improve 3,300 linear feet of storm system pipe in SW 7th Street from Lind Avenue SW to its outfall at Naches Avenue S to reduce upstream flooding along SW 7th Street. Potential future improvements at the east end of the project include 1,200 linear feet of storm system pipe between Hardie Avenue SW and SW 7th Street to .. reduce flooding at Hardie Avenue SW(Figure 2). Three sewer alignment alternatives were reviewed as part of preliminary engineering for the Project (SAIC 2012). The review consisted of a field survey, utility locating, preliminary geotechnical investigations, preliminary environmental evaluations, and hydrologic and hydraulic modeling. Based primarily on cost effectiveness and lowest environmental impacts, SAIC's preliminary design memorandum recommended Alternative 1A as the preferred solution. Alternative 1A includes a 5 ft. diameter parallel pipe along the entire alignment from the outfall at Naches Avenue SW and along SW 7th Street to just east of Lind Avenue SW. Potential future improvements on private property between SW 7th Street and Hardie Avenue SW include replacement of an existing pipe with a 5 ft. diameter pipe. The City will also install a water quality treatment system along SW 7th Street between Naches Avenue SW and Lind Avenue SW for Alternative 1A. Other potential future improvements include a box culvert ,., and small pump station at a low elevation point on Hardie Avenue. Regulatory Context ow Section 404 of the Clean Water Act (CWA) applies to this Project because of construction work within wetland and streams. The U.S.Army Corps of Engineers(USACE) administers the permitting program under Section 404 of the CWA. In Washington State, applications for CWA Section 404 permits are to accomplished through submittal of a Joint Aquatic Resources Permit Application (DARPA) to the USACE. The project is therefore subject to Section 106 of the National Historic Preservation Act of 1966 (NHPA), as amended, which requires federally assisted, regulated, or permitted undertakings to take into "" account the effects of those undertakings on historic properties included in or eligible for the National Register of Historic Places. No The project is also subject to several Washington state laws pertaining to archaeological cultural resources. For example,the Archaeological Sites and Resources Act [RCW 27.53] prohibits knowingly nr SWCA/Northwest Archaeological Associates 1 May 16, 2013 CONTAINS CONFIDENTIAL INFORMATION NOT FOR GENERAL DISTRIBUTION ow 2 Monitoring and Discovery Plan for the SW 7th Street/Naches Avenue Storm System Improvement Project excavating or disturbing prehistoric and historic archaeological sites on public or private land.The Indian ,r Graves and Records Act [RCW 27.44] prohibits knowingly destroying American Indian graves and provides that inadvertent disturbance through construction or other activities requires re-interment under supervision of the appropriate Indian tribe. In order to prevent the looting or depredation of sites, any maps, records,or other information identifying the location of archaeological sites, historic sites,artifacts, or the site of traditional ceremonial,or social uses and activities of Indian Tribes are also exempt from disclosure [RCW 42.56.300]. Natural and Cultural Setting Prior to Euroamerican development in the early 20'"century,the project was a rich, riverine ecosystem with adjacent marshes and tributary streams with abundant plant and animal resources important to Native American subsistence. The project is adjacent to and crosses the former Black River—the historic outlet channel of Lake Washington and the Cedar River. The Black River was an anadromous fish stream so and an important transportation corridor for the Duwamish,who lived in villages throughout most of present-day Renton and Seattle and along the Duwamish, Black,Green, and Cedar River watersheds and along Lake Washington, Lake Union and Elliot Bay(Suttles and Lane 1990; Ruby and Brown 1992). so The Duwamish people inhabiting the Renton vicinity were known as the Lake Fork Duwamish,who at the time of Euroamerican contact, lived in three primary settlements (Harrington 1909; Waterman ca. , 1920; Smith 1940).The principal Duwamish settlement was located along the Black River adjacent to, and possibly within the current project area. The settlement consisted of two house sites, Sba'badi'd meaning"little mountain," or"crags"for the adjacent sandstone cliffs, and TuxudidU3 meaning "little Cedar River" for Talbot Creek that entered the Black River somewhere near the eastern half of the project area. A second settlement,sko-AHl-ko, meaning "meeting of two rivers,"was located just over a mile west at the confluence of the Green and Black rivers. The third principal settlement was located a half-mile northeast at the former confluence of the Cedar and Black rivers. Ten archaeological sites have been previously recorded within one-half mile of the project. The ethnohistoric-period village of Sba'badi'd(45KI51) is adjacent to the north end of the project and was excavated by archaeologists in 1979 and 1980(Chatters 1981). The site contained a proto-historic assemblage of traditional artifacts composed of flaked and ground-stone tools, modified bone and antler tools, and early historic trade items. A pre-contact period settlement, Tuoldod Altu(45K159) is located several hundred feet north of the mid-project alignment. The site was excavated by archaeologists in the early 1980s and showed the settlement was occupied between approximately 1,765 BP(years Before Present) and 1360 BP (Chatters et al. 1990).The archaeological deposit was composed of a thick, charcoal-rich cultural midden containing numerous fire-hearth and structural features,flaked-and ground-stone tools and other items made of stone, bone and antler. rrr Potential for Archaeological Discovery The previous section demonstrates the rich natural and cultural setting and the high potential for go significant archaeological deposits within the project corridor. Because of this, SWCA recommended archaeological monitoring during construction. This includes any pre-construction activities such as bore-hole excavations or mechanical potholing. The discovery of archaeological deposits during a* construction can lead to significant delays in the area of discovery. The construction contractor is encouraged to develop contingencies for such an event. SWCA/Northwest Archaeological Associates May 16, 2013 CONTAINS CONFIDENTIAL INFORMATION NOT FOR GENERAL DISTRIBUTION i.r Monitoring and Discovery Plan for the SW 7 h Street/Naches Avenue Storm System Improvement Project 3 MONITORING AND DISCOVERY PLAN This monitoring plan describes the policies, procedures and chain of command to ensure that any cultural resources or human remains encountered during construction are properly identified and appropriately treated. The Appendix to this plan provides contact information for the personnel referenced in the following sections. r Briefing SWCA's Monitoring Supervisor will brief key City and construction personnel on cultural resource issues r prior to construction. The briefing will include information on the legal context of cultural resources protection and on the prehistoric, ethnographic, and historic cultural resources that may be present in the construction area. The primary goal of the pre-construction briefing is to familiarize construction personnel with the procedures to be followed in the event that cultural resources are discovered during construction (see below). Monitoring Procedures sw The archaeological monitor will ensure that every reasonable effort is made to fully document archaeological resources inadvertently discovered during construction. The monitor will be allowed to document the discovery of any pre-contact and significant historical archaeological materials exposed during construction. Monitoring may include examination of excavation side-walls and spoils, if it can be done safely, to identify and record previously undocumented cultural material that may be exposed ..+ during excavation. Typical markers of pre-contact human activity include: fire-modified rock(FMR), animal bone, concentrations of shell,ground and flaked stone tools and flaked stone tool-making debris, burned earth, cordage or fiber, organically stained sediments, charcoal, ash, and exotic rocks and minerals. Typical markers of significant historic-period human activity may include: significant deposits of domestic refuse such as bottles,ceramics and cans, and intact structural remains such as building foundations, boardwalks, or other structural elements. Collection of archaeological materials by employees, construction personnel or others with access to the proiect is prohibited by State law[RCW 27.531. .w Discovery Procedures: Cultural Resources An archaeological monitor will be on site during any excavations with potential to encounter native a, sediments. It is the responsibility of the City of Renton, or designated representative,to notify SWCA of any excavation with potential to encounter native sediments. A minimum of 24 hours advance notice is required to schedule a monitor. The following outlines the steps that will occur if cultural resources are o discovered during construction. In the event of an archaeological discovery,the Monitor will request a pause in construction at the spot where the cultural resources are identified and the following steps will be taken: w 1. The Monitor will a) identify the nature of the discovery, and b) conduct a preliminary evaluation. 2. If the discovery is related to Native American activities, or involves concentrations of historic wr materials,work will halt in the area of discovery and the Monitoring Supervisor will request that rir SWCA/Northwest Archaeological Associates May 16, 2013 CONTAINS CONFIDENTIAL INFORMATION NOT FOR GENERAL DISTRIBUTION wr 4 Monitoring and Discovery Plan for the SW 7th Street/Naches Avenue Storm System Improvement Project + the City of Renton,or designated representative, notify the affected tribes and the Department of Archaeology and Historic Preservation (DAHP). 3. The Monitor will fully document, on standard forms, all pre-contact and historic cultural material. Initial efforts will focus on establishing the nature, provenience, and integrity of any discovery. Documentation methods may include photographs, sketches, scaled drawings, and written descriptions. Samples may be taken for identification of analysis by a specialist. Sufficient time will be granted to evaluate the discovery. 4. The Monitoring Supervisor will ensure that the City of Renton is fully briefed on the discovery. Documentation of the discovery will be assembled and forwarded to the City of Renton. The City will consult with the affected tribes,and DAHP. Project activity will be prohibited within 30 feet of the discovery and may not proceed until the consulting parties have concluded that further activities will not adversely affect the property. If the discovery is considered significant, and cannot be avoided,the City will develop a treatment plan in consultation with the affected tribes and DAHP. 5. A letter report will be submitted to the City of Renton at the conclusion of the project reporting the results of the monitoring. The City will forward the report to the affected tribes and DAHP. Discovery Procedures: Human Remains At the time that any bone that may be human,or any funerary object is discovered, construction activity in the vicinity will cease immediately to allow the Monitor to conduct preliminary analysis to determine if the remains are possibly human. Upon discovery, no additional earth moving or stockpiling of materials will occur within thirty(30)feet and the area of discovery will be avoided. If the remains are determined to be human, or possibly human: no 1. The Monitoring Supervisor will immediately notify the City of Renton. wi 2. Upon receiving notice,the City of Renton, or designated representative, shall immediately notify the City of Renton Police Department and King County Medical Examiner(ME) and request that the ME determine if the remains are forensic or non-forensic. it 3. Contemporaneous with notifying local law enforcement and the ME,the City of Renton will also notify the affected tribes, and DAHP. so 4. If the ME determines the remains are non-forensic, DAHP will take jurisdiction over the remains. 5. The State Physical Anthropologist will make a determination if the remains are Indian or non- go Indian and report that finding to the affected parties. 6. DAHP will handle all consultation with the affected parties as to the future preservation, excavation, and disposition of the remains. 7. SWCA will prepare a final report that describes the discovery, notification of affected parties, steps taken in response to the discovery, and the final disposition of the remains. do SWCA/Northwest Archaeological Associates May 16, 2013 CONTAINS CONFIDENTIAL INFORMATION NOT FOR GENERAL DISTRIBUTION `o Monitoring and Discovery Plan for the SW 7th Street/Naches Avenue Storm System Improvement Project 5 r. REFERENCES CITED Chatters,James C. 1981 Archaeology of the Sbabadid Site, 45K151, King County, Washington. Prepared for CHG International.Office of Public Archaeology, Institute for Environmental Studies, University of Washington,Seattle, Washington. Chatters,James, David E. Rhode, and Karin A Hoover 1990 Tualdad Altu (45K159):A Prehistoric Riverine Village in Southern Puget Sound.Archaeology in Washington II: 23-48. Haeberlin, Hermann and Erna Gunther 1930 The Indians of Puget Sound. University of Washington Press,Seattle. .tr Ruby, Robert H. and John A. Brown 1992 A Guide to the Indian Tribes of the Pacific Northwest. University of Oklahoma Press, Norman. irr SAIC 2012 Final Report: Hardie Avenue SW—SW 7th Street Storm System Improvement Project Preliminary Design Memorandum. Report prepared for the City of Renton, Renton, WA, by SAIC Energy, Environment& Infrastructure, LLC, Seattle, WA. r. Smith, Marian W. 1940 The Puyallup-Nisqually. Columbia University Press, New York. +� Suttles,Wayne and Barbara Lane 1990 Southern Coast Salish. In, Suttles,W. (Ed.), Handbook of North American Indians, Volume 7: Northwest Coast. Smithsonian Institution,Washington D.C., pp.485-502. +rr Waterman,T.T. c.1920 Puget Sound Geography. Ms, Microforms Division, Suzzallo Library, University of Washington, �. Seattle. ar go 4W SWCA/Northwest Archaeological Associates May 16, 2013 CONTAINS CONFIDENTIAL INFORMATION NOT FOR GENERAL DISTRIBUTION r 6 Monitoring and Discovery Plan for the SW 71h Street/Naches Avenue Storm System Improvement Project d° . •�� �' 11 ASfOtf#TON QUADRANGLE`WCAMON PEN 3? v r11i t t1 k Y so # sYt r •e,.E ,,.., - aseeK �r,....,4 Alternative 1A f ack 17 ^? � n Sty Iwo c Potential Future Improvement- Ile �s '00 Y' Z07777, w It fT'! te � F , R �'• s _ @rS _ USG S Renton,WA;7.5 Quad.,,1949,photorevised 1594. r• ill> Figure 1. Project location. SWCA/Northwest Archaeological Associates May 16, 2013 CONTAINS CONFIDENTIAL INFORMATION NOT FOR GENERAL DISTRIBUTION up Monitoring and Discovery Plan for the SW 7th Street/Naches Avenue Storm System Improvement Project 7 rr a +irr No a� L LL v aw m c o ^a^ Q LL E go 6:r err ,� ¢ 1, • (U ow fQ Q - C N U N N m C_ O L V) iNM L O a) Q aw N LL- Y SWCA/Northwest Archaeological Associates May 16, 2013 CONTAINS CONFIDENTIAL INFORMATION NOT FOR GENERAL DISTRIBUTION w 8 Monitoring and Discovery Plan for the SW e Street/Naches Avenue Storm System Improvement Project CONTACTS: Renton Police Department(non-emergency):......................................................................(425)430-7500 Ali King County Medical Examiner(office) .................................................................................(206)731-3232 City of Renton TBD. ...........................................................................................................................................(xxx)xxx-xxxx (General Contractor) TBD, Project Manager................................................................................................................(xxx)xxx-xxxx TBD, Site Superintendent..........................................................................................................(xxx)xxx-xxxx ro Duwamish Indian Tribe Cecile Hansen Duwamish Tribe, Chair...........................................................................................................(206)431-1582 Muckleshoot Indian Tribe Laura Murphy,Tribal Archaeologist.......................................................................................(360) 802-2202 Suquamish Tribe Dennis Lewarch,THPO ...........................................................................................................(360) 394-8529 Department of Archaeology and Historic Preservation Dr. Rob Whitlam, State Archaeologist....................................................................................(360) 407-0771 Dr. Allyson Brooks,State Historic Preservation Officer...................... ( ) .................................... 360 586-3066 Dr. Guy Tasa, State Physical Anthropologist..........................................................................(360) 586-3534 SWCA Environmental Consultants Mike Shong, Monitoring Supervisor.......................................................................... (206)781-1909 (office) ................................................................................................................................... (206) 354-9060 (cell) �r Chris Miss, Principal Investigator............................................................................... (206)781-1909 (office) ■rr rrlil SWCA/Northwest Archaeological Associates May 16, 2013 CONTAINS CONFIDENTIAL INFORMATION NOT FOR GENERAL DISTRIBUTION w w aw +rr go IN APPENDIX B: PREVIOUS CORES SUMMARY w am wo .r +r. r w wr . r SWCAINorthwest Archaeological Associates B-1 May 16, 2013 CONTAINS CONFIDENTIAL INFORMATION NOT FOR GENERAL DISTRIBUTION wr rlrr rr SWCA/Northwest Archaeological Associates B-2 May 16, 2013 CONTAINS CONFIDENTIAL INFORMATION NOT FOR GENERAL DISTRIBUTION rrr Table B-1. Typical Descriptions of the Historical Fill and Holocene-aged Lithofacies Recorded in Borings in the Project Area With Inferred Depositional Environments and Shorthand Nomenclature. FILL TYPICAL DESCRIPTION LITHOFACIES Asphalt Asphalt;mainly at the ground surface as pavement. wMt ............................................................................................................I...... ... ............................... ........................................................................................................................................................................._.......................... Gravel Crushed rock or brown,silty,sandy,small to large pebbles. -_.___.__....___........ _____._ Sand Grayish brown to light brown,sometimes silty,usually gravelly,fine to medium sand. HOLOCENE TYPICAL DESCRIPTION INFERRED DEPOSITIONAL am LITHOFACIES ENVIRONMENT Gs Gray to dark grayish brown,sandy,small to large pebbles;well-sorted. Channel lags of the Black River or Cedar River fan Gsz Gray,slightly silty,fine to coarse sandy gravels. ..................................... ..............._.... to Gszc Dark gray to brown,silty,fine to coarse sandy,gravels. Cedar River Fan Gzs Gray to brownish gray,sandy,silty,pebbles;well-sorted. — — csg Olive brown,well-sorted,gravelly,coarse sand. Channel lags of the Black River m cszg Drak gray,slightly gravelly,silty,medium to coarse sand. Cedar River fan f-cSgzw Gray,silty,gravelly,fine to coarse sand with common woody debris. Black River Floodplain levee, crevasse splay,flood sheet,or point bar ................. .............................................................. .................... ............................... ................................................................. _ f-cszg Dark gray to gray,gravelly,silty,fine to coarse sand;sometimes slightly clayey. Black River Floodplain levee, f-cSz Gray to dark gray,silty,fine to coarse sand. crevasse splay,flood sheet, point bar;or Cedar River fan mSgzc Dark grayish brown,clayey and silty,medium sand with a few gravels. Cedar River fan �r+ f-msg Gray,gravelly,fine to medium sand. f-ms Gray,fine to medium sand. Black River floodplain;possibly f-mszg Gray,gravelly,silty,fine to medium sand. — ----- an alluvial terrace or older levee __........____.___..._ f-msz Mottled reddish brown and gray,silty,fine to medium sand;color mottling due to oxidation. f-mszw Gray,silty,fine to medium sand with common woody fibers and woody debris in lenses. �r f-mszow Gray to dark brownish gray,organic-rich,silty,fine to medium sand with common woody debris. - ..................................................................................... ....................................................................................................................................................................... fszg Gray,slightly gravelly,silty fine sand with beds of decayed organic matter. fSz Brown to gray,silty fine sand with rootlets and wood fragments;occasionally so laminated and rarely clayey. __ --- —__ _ ___ .......... ........._..,.. Zsg Brown to gray,fine to medium sandy silt with a few gravels. Black River floodplain _–__ .......... ......... . Zsgw Brown,fine sandy silt with scattered small to large pebbles and woody debris. Depressions on the Cedar River 4W Fan ............. Zs Mottled,dark brown to gray,fine sandy silt with woody debris,rootlets,and Black River floodplain; organic matter;often laminated. topographic lows and flat areas; Zsw Dark gray silt with lenses of silty fine sand and woody debris. -- slackwater environment Zsc Grayish brown to brown,clayey,sandy silt with beds of woody and organic debris. Zsco Dark gray,sometimes woody,usually clayey,fine sandy silt with oxide mottles; often laminated. _-_..._.__...___.----.-_...-_._.___-_-_-._________._–___–____—___. Zows Brown,organic-rich silt bedded with gray fine sand and lenses of woody debris. — __.......... ................... ............... ............................................ ....................................................................................................................... ........ Zow Gray silt with organic and woody debris throughout;sometimes bedded or laminated. Zcs Dark brownish gray,fine sandy and clayey silt. ......... —_ Zcw Dark brownish gray clayey silt with scattered woody debris. _..------ Zco Dark brownish gray,organic-rich,clayey silt. Clay plugs within abandoned . ......... ........................................................................... ... .. . .. ........................ .. .......................................................... "K Csz Gray,silty and fine sandy,clay. Black River channels Czo Light gray,organic-rich,silty clay with lenses of sand and peat. SWCA/Northwest Archaeological Associates B-3 May 16, 2013 CONTAINS CONFIDENTIAL INFORMATION NOT FOR GENERAL DISTRIBUTION Wrr Table B-1. Typical Descriptions of the Historical Fill and Holocene-aged Lithofacies Recorded in Borings in the Project Area With Inferred Depositional Environments and Shorthand Nomenclature. LITHOFACIES BASED ON SECONDARY PROPERTIES OF NATURAL DEPOSITS MODIFIERS FOR SAND MODAL GRAIN SIZE G—Gravel g—gravelly c—coarse S—Sand s—sandy m—medium Z—Silt z—silty f-fine C—Clay c—clayey w—woody ► o—organic-rich s SWCA/Northwest Archaeological Associates B-4 May 16, 2013 CONTAINS CONFIDENTIAL INFORMATION NOT FOR GENERAL DISTRIBUTION NOo ow 3 3 NF N W m .. II z ° ° 111 r ¢ s 1 ' 1 ° `L 0° 1� 1 ° Z Z ~ f -- .../' a g wQ� _ ^ � �t_0a CO w O a r�Tj I r a co CO x ZK 1 I I L ¢ G? ww Z A Qz muaj0 0 Z. i 0s ¢0 w zr >r w co CC a w s3 aa w D z CD rn do ow - - - - w / III �-.- - - =-' - - - - - 1 w so co IT Lil/ I I III �1 / �`..• ��� ,�� III i �\ o Q si c 0 0 o rrr RELATIVE DENSITY OR CONSISTENCY VERSUS SPT N-VALUE TEST SYMBOLS COHESIONLESS SOILS COHESIVE SOILS %F Percent Fines Apixox male Approximate AL Atterberg Limits: PL=Plastic Limit Density N(blovsfit) . Consistency N(blawarft) ttndrained Shear LL=Liquid Limit Relative Dens ty(4) Strength( stj _-- CBR California Bearing Ratio Very Loose 0 to 4 0 - 15 Very Soft 0 to 2 *-250 CN Consolidation Loose 4 to 10 1s „. 35 Soft 2 to 4 250 - 500 DD Dry Density(pop Medium Dense 10 to 30 35 - 65 Medium Staff 4 to 8 500 - 1000 DS Direct Shear i Dense 30 to 50 65 85 Stiff 8 to 15 1000 - 2003 GS Grain Size Distribution Very Dense over 5o 85 - 100 Very Stiff 15 to 30 200D - 4000 l,4 Permeability hard over 30 1 >40DO MD MoisturetDensily Relationship(Proctor) USCS SOIL CLASSIFICATION SYSTEM MR Resilient Modulus PID Photoioniration Device Reading MAJOR DIVISIONS GROUP DESCRIPTIONS PP Pocket Penetrometer Approx.Compressive Strength(tsf) Gravel and G Wel'•graded GRAVEL SG Specific Gravity Coarse Clean Gravel Gravelly Soils TO Triaxial Compression Grained (little or no fines) Sons p� Ca F° l'r.�orty-grzda:3 GRAVEL TV Tcrtvane More than Approx.Shear Strength(tsf} 50%ofCoarse Gravel with o GM Silty GRAVEL UC Unconfined Compression Fraction Retained Fine$(appreciable on No,4 sieve amount of fines) GC Clayey GRAVEL SAMPLE TYPE SYMBOLS Sand and •` SW Weil-marled SAND ® 2ff' don SPT OD Split S Clean sand ,w � P p ( ) More than Sa dy Soils (little or no fines) s Poorly-graded SAND Shelby Tube mer NWd'ttt 30 in.drip} 50%n Retained y 50,borMore on Nm Sand with SM Silty SANG 200 Sieve of Coarse Fines(appreciable l " 3-1d4"OD Split t S ion with Brass Rings Fraction Passing Size amount of fines} SC Clayey SAND (� No.4 SEeve7 Small Bag Sample Fine Sat ML SILT I ? Large Bag(Bulk)Sample Grained and Liquid Limit Soils Clay Less than 50°,g �( Loan CLAY Care Run OL Organic SILT/Organ"icCtAY Non-standard Penetration Test Z (3.9'OD split spoon) MH Eiastio SILT `tea or More Silt Passim and Liquid Limit imit i CH Fat CLAY GROUNDWATER SYMBOLS No.203 Sevs Clay Size OH Organic SILTlOrganic CLAY NZ Groundwater Level(measured at time of drilling) Highly Organic Solis PT PEAT Groundwater Level measured In welt of r open hote after water level stabilized) COMPONENT DEFINITIONS COMPONENT PROPORTIONS COMPONENT SIZE RANGE PROPORTION RANGE DESCRIPTIVE TERMS Bouldors Larger than 12 in Cobbles a in to 12 in <5% Clean Gravel 3 into No 4(4.5mm) 5-12% Slightly(Clayey,Silty„Sandy) Coarse gravel, 3 In to ado in Fine gravel 314 in to%o 4(4.5mm) 12-30% Clayey,Silty,Sandy,Gravelly Sand No 4(4.5 mm)to No.200(0.074 mitt) Coarse sand No.4(4.5 mm)to No.10(2.0 mm) Medium sand No,10(2.0 mm)to No.40(0.42 mm) 30-50% Very(Clayey,Silty,Sandy,Gravelly) Fine sand No,40(0.42 mm)to No.200(0,074 man) Sill and Ciay Smaller than No.200(0.074mm) Components are arranged in order of increasing quantities. NOTES: Soil classifications presented on exploration lags are based on visual and laboratory observation. Soil descriptions are presented In the following general order: MOISTURE CONTENT Gensityfconsistency,color,modVer liMany)GROUP NAME,additions to group name('Many),moisture DRY Absence of moisture,dusty, content, Proportion,gradation,and angularity of consfituents,addi€tonal comments, d y to the 'moisture, (GEOLOGIC INTERPRETATION) MOIST Damp but Ito vi�abie water. Please refer to the discussion in the report text as well as the exploration logs for a more WET Visible free water,usuaity complete description of subsurface conditions. soil is below water table- SW 7th Street Drainage improvements LEGEND OF TERMS AND SYMBOLS USED ON = Hardie Avenue SW to Niches Avenue S EXPLORATION LUGS fWWAGEOSCIENCES INC, Renton, Washington _ LEGEND 2041-044.GflJ 114112 PROJECT NO.: 2011-044 FIGURE: A-1 DRILLING COMPANY: Holocene Drilling DATE STARTED: 1 011 21201 1 W.4 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 1011212011 SAMPLING METHOD: SPT wlAutohammer LOGGED BY: B.Hawkins j LOCATION: Neches Ave Soutbound Shoulder-600 Feet North of SW 7th St-See Figure 2 SURFACE ELEVATION: 20.0 f feet M ut z Standard Penetration Resistance a V (140 lb,weight,30°`drop) aflM E~ a uy w 175 W ♦ Blows per foot Q Ix _ m to rL a w 0 w >� 09 DE=SCRIPTION + a'° 0 'L 0 10 20 30 40 so w fog Q 4-inches Asphalt Pavement [ASPHALT PAVEMENT] u ML 8-Inches Crushed Surfacing Base Course. [CSBC] ' [ALLUVIAL SILTS AND SANDS] S-1 4-5 6 # Stiff,mottled reddish brown to gray,fine sandy SILT,moist. Traee rootlets and wood bits. 7.-°i s --� —__ — Ol;.... 1b SP Loose,mottled reddish brown and gray,fine to medium SAND S-2 5°4..4. SM With silt,moist YYI! Very loose,gray,free to medium SAND,moisk. NS-3A 1-1-2 A ML — .v...._...-. S-3B :S Soft,dark brown to gray,SILT with fine sand,moist. Wood debris noted. i 10t ..{.... ... 10 Very soil,gray,elastic SILT with wood debris,moister——— �S-4A 0-1-1 so SM Very loose,gray,silty fine SAND,wet. S-4B Very loose,gray,silty fine SAND,wet. S-s 0-0-2 YIIM+ rr 4s Very loose,dark grayish brawn,silty SAND,wet, S-6 0-1-2 GS 2Q • Ic.i. .i Q Loose,gray,slightly silty,fine to medium SAND,wet.Thin 1 S-7 2-2`5 tenses of wood debris present. iiYtY�1i[ rs -• . 25 _—_----._T___------_.__ _ 0 20 40 60 80 100 Water Content(%) Plastic Limit I i Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times andlor locations. BORING: ;t SW 7th Street Drainage Improvements BH_1 1 Hardie Avenue SW to Naches Avenue SW PAGE: 1 of 2 HW,kGE0saENCESINC. Renton, Washington PROJECT NO.: 2011-044 FIGURE: A-2 PZO-DSM 2011-444.GPJ 116112 rWr rD'R�TILLIIZ��"-COMPANY. Holocene Drihing DATE STARTED: 10112/2011 ILLING METHOD: Trutt.Mounted Dfili Rig-Hallow Stem Auger DATE COMPLETED: 10112/2011 MPLING METHOD: SPT vdlAutohammer LOGGED BY: B.Hawkins LOCATION: Neches Ave Soutbound Shoulder-500 Feet North of SW 7th St-See Figure 2 SURFACE ELEVATION: 24.4 t feet 0 w Standard Penetration Resistance v °c �t5 (1441b,weight,30"drop) z c Lu F A Blows per foot C�7 m to o. a. } w ud cyir DESCRIPTION ' %Z 0 °°W 0 10 20 30 40 so 25 S 8 8-20.34 GS GW 1 foot of heave in sampler. ' Very dense,gray, VI graded GRAVEL whir sand,wet. � (ALLUVIAL SANDS AND GRAVELS] 34 ! -10 1 foot of heave in sampler. S-3 4-4.10 Very dense,gray,sandy,fine to coarse GRAVEL,wet. 35 ---.._.__ _._. ..- -.__ --..._—__ A 1 SP Medium dense,gray,slightly gravelly,fine to medium SAND, 5-10 3 6-14 5 wet. 44 • -24 Medium dense,gray,slightly gravelly,fine to medium SAND, ,S-11 2-8-12 Boring was terminated at 41.5 feet BGS.Ground water j seepage was observed at 11 feet BGS during drifting.A ground water monitoring well was installed with screen from 20-30 feet BGS,the ground water level was measured on 1012712011 at 10,62 feet BGS. 45 _ :.... --25 50 4 20 40 60 80 104 Water Content(°!o) Plastic Limit (--°°i Liquid Lim=t NOTE. This log of subsurface conditions applies only at the specified location and or,the date indicated Natural!Hater Content and therefore may not necessarily be indicative of other times and/or locations. BORING: SW 7th Street Drainage Improvements BFI-1 Hardie Avenue SW to Naches Avenue SW MAGEOSCIENCES INC Renton, Washington PAGE: 2 of 2 PROJECT NO.: 2011-044 FIGURE: A_2 PZO-DSM 2011✓.44_GPJ 1aW2 DRILLING COMPANY. Holocene Drilling DATE STARTED: 10114/2011 tm DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 10114/2011 SAMPLING METHOD: SPT w/Autohammer LUGGED BY: D.Coltrane LOCATION: SW 7th St Westbound Ouside Lane-200 Feet East of Naches Ave SW-See Figure 2 SURFACE ELEVATION. 22.0 t feet QW w z of Standard Penetration Test c i 0. � � ry (1401b.weight,30"drop) do in €W„ A Blows per foot g O c7 -j - c z d m 2 U z i 0 fiiw �' DESCRIPTION " `/� m° 0 10 20 30 40 50 uj �tiM► 0 4-6 inches Asphalt Pavement. SM ::..: [ASPHALT PAVEMENT] Cuttings are grayish brown silty SAND with gravel. [FILL] i ] 20 ML Medium dense,gray,silty SAND to sandy SILT,moist.Trace S•1 10-7-6 f� .. SM wood debris and thin laminar bedding. [ALLUVIAL SILTS AND SANDS] Very Bose,gray,slightly gravelly,silly fine SAND,moist.Thin 5-2 1-1-2 beds of brown organic material present. Becoming more gravelly at tip of sample, t11Y : 15 ML Very soft,interbedded gray fine SAND and gray brown SILT S•3 1-0-1 to ORGANIC SILT,moist,Wood debris and layers of organic 1 ; material present. MH Soft,grayish brown,elastic SILT with thin beds of ORGANIC S-4 1.1-2 AL SILT,moist.Finely laminated sand lenses with wood debris oar present, ............ .., .. .. 10 SC Very soft,olive gray to gray,sandy CLAY to clayey SAND, S-5 0.0.9 : ...:....:....:.... rrrt moist to wet.Fine laminar bedding and organic debris present.Sandy layers are wet. 15 ML Loose,dark grayish brown,SILT viith sand,wet,Finely S-6 0-1-3 GS laminated.Rootlets and organic debris present, Grades coarser with depth. 5 Y1� 20— Driller adds drilling fluid to auger to control heave. S-7 0.2-3 Loose,grayish brown to brown,clayey/silly SAND to sandy i SILT,wet.Some organic debris/woody layers, f1i/+ 0 25 0 20 40 60 80 100 Water Content C/o) M Plastic Limit 1-0 Uquid Limit NOTE: This tog of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times andlor locations, Ow =A �. � SW 7th Street Drainage Improvements BORING: $I-I y] ] (� T +INC Avenue SW to NaChes Avenue SW ON i1fM�1''l.IGEOS EEN EJII++M'1.�, Renton, Washington PAGE: 1 of 2 PROJECTNO.: 2011-€ 44 FIGURE: A-3 BORING-OSM 2011-044.GPJ 116112 law DRILLING COMPANY: Holocene Drilling DATE STARTED; 10/1412011 DRILLING METHOD: Truck Mounted frill Rig-Hollow Stem Auger DATE COMPLETED 1011412011 SAMPLING METHOD; SPT wlAutohammer LOGGED BY: D.Coltrane LOCATION: SW 7th St Westbound Ouside Lane-200 Feet East of Neches Ave SW-See Figure 2 SURFACE ELEVATION: 22.0 t feet w 0: Standard Penetration Test U tL (140 lb.weight,30"drop) -, © z Z5 A Blows per foot uy w au da a U M z � 0 0�° ran DESCRIPTION i c`sn c�i 0 a 0 10 20 30 40 50 d 25 SC Switch to 3-inch diameter sampler. S-8 4-6-17 Medium dense,grayish brown,silty SAND to sandy SILT,wet, ; SM Fine laminar bedding.Layers of organic debris present. { ----_ — _------- — At 26.3 feet becomes medium dense,gray,gravelly,silty,fine :.... ....... .. g to coarse SAND,wet. [ALLUVIAL SANDS AND GRAVELS] : 3a : GW Dense,dark gray,well graded GRAVEL with sand,vmt. S-9 13-15-26 GS s s ` -10 s 35 _ SP Medium dense,gray,fine to coarse SAND Wth fine silt 5-10 4-7-17 SM lamina,wet. Grades to slightly silty/clayey,sandy,fine to lE(JJi coarse GRAVEL,uvet, 40 :. ;. _..L... Poor recovery. 5-11 7-28-48 Very dense,grayish brown,slightly silty,slightly gravelly,fine to coarse SAND,wet, ....:....:. ..i....s....i....s-...i...,i..., Boring was terrrfinated at 41.5 feet BGS.{wound water seepage was observed at 11 feet BGS during drilling. :....:....:....:....:....:.........:.,.. -s 45 s....; - . -25 50 0 20 40 60 80 100 Mater Content(04) Plastic Limit 1-0 — Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. f SW 7th Street Drainage Improvements BORING: 1 Hardie Avenue SW to Naohes Avenue S GEoSa NCES INC. Renton, Washington PAGE: 2 of 2 No PROJECTll 2011-044 FIGU12E' A- BORING-DSM 2011-444.GPJ IM02 �1W1 DRILLING COMPANY: Holocene Drilling DATE STARTED: 10/13/2011 UK DRILLING METHOD: Truck Mounted brill Rig-Hollow Stem Auger DATE COMPLETED: 1011412011 SAMPLING METHOD: SPT va/Autohammer LOGGED BY: D.Coltrane g LOCATION: Powell Ave Southbound Shoulder-500 Feet North of SW 7th St-See Figure 2 SURFACE ELEVATION: 20.0 feet i W Lu y Standard Penetration Test u6 ( U a (140 lb.weight,3V'drop) x -' z u5 �r ♦Blows per font 0 to ii a w Cr w }, Lug 40 50 n DESCRIPTION 0 10 20 30 w w 0 SM 4-inches Asphalt Pavement. [ASPHALT PAVEh�ENT) Brown,silty,gravelly SAND cuttings,moist. [FILL) SM Medium dense,gray,gravelly,tine to medium SAND S-1 12.7-5 , becoming fine sandy SILT,moist. [ALLUVIAL SILTS AND SANDS] Mai MH Medium stiff,olive gray,elastic SILT,moist.Oxide mottling S-2 2-1-4 AL present.Blocky texture and trace organic debris. + Medium stiff,gray to olive gray,sandy SILTICLAY,wet.Oxide S-3 3-3-2 mottling present. Blocky texture grading to more tan-driation illlt with depth. Some wood debris present. 10 10 Medium stiff,gray SILT interbedded with silty,fine SAND, S-4 1-1-4 moist to wet.Wetter in sand layers. �C No recovery,sampler is wet. S-5 2-6-5 � rlw ._o..._......._—__.�._..__.�--_,_._._— _ � _ ..... y.. ...- GP Medium dense,dark grayish brown, rty graded GRAVEL S-6 7-9-8 GS 5 +� 15 � g aY ° wr"sth sand,wet. [ALLUVIAL SANDS AND GRAVELS) a� (G a t�} iYll! 0 20 C'I a IGP Driller adds drilling fluid to auger. Switch to 3-Inch diameter S-7 4-19-25 GM sampler. rs Medium dense,gray,slightly silty,sandy,fine to coarse aw GRAVEL,wet. a a o 25 0 20 40 60 60 100 Water Content(0/',,) Plastic Limit }—1 - liquid Limit NOTE; This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times andtor locations. QW BORING: SW 7th Street Drainage Improvements BH_3 Hardie Avenue SW to Naches Avenue SW PAGE: 1 of 2 HwAaosaENCES INC. Renton, Washington PROJECT NO.: 2011-044 FIGURE: A-4 dw PZO-GSM 2011-044-GPJ 116,112 DRILLING COMPANY: Holocene Drilling BATE STARTED: I411392o91 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 1 011 4/201 1 SAMPLING METHOD: SPT w/Autcharnmer LOGGED BY: D.Coltrane LOCATION: Powell Ave Southbound Shoulder-500 Feet North,of SW 7th St-See Figure 2 SURFACE ELEVATION: 20.0 :k feet (n W W 0 Standard Penetration Test z (140 lb.weight,30"drop)W 0 z W — z C i-W i- A Slows per foot 0 W LU 0 0 -1 a.-j of mi 9 cL W 0 N uj to Z) DESCRIPTION 0 10 20 30 40 50 W Poor recovery, S-8 12-34-36 Medium dense,gray,slightly silty,sandy,fine to coarse nI GRAVEL,wet 21] GT O 30 i -10 GP Medium dense,gray to brownish gray,poorly graded S-9 30-36-31 GS GM GRAVELvAth sill and sand,wet. 35— -15 GP Poor recovery, 5-10 28-59-a7 o Dense,olive brown,poorly graded GRAVEL with sand wet 3Q) C) 40— S-11 20-64-7014" GS --20 Very dense,olive brown,poorly graded GRAVEL with sand, wet.Coarse,broken gravels in sampler. L-QA-- Boring was terminated at 41,5 feet BGS.Ground water seepage was observed at 11 feet BGS during drilling.A ground water monitoring well was installed with screen from 20-30 feet BGS,the ground water level was measured on 1012712011 at 7.88 feet BG& 45— -25 501 0 20 40 60 60 100 Water Content(%) Plastic Limit 1 0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations, BORING: SW 7th Street Drainage Improvements BH-3 Hardie Avenue SW to Naches Avenue SW PAGE: 2 of 2 1MGEoSaENcEs1Nc Renton, Washington PROJECT NO.: 2011-044 FIGURE: A-4 RZO-C)SPA 2011-044.GPJ 116112 DRILLING COMPANY: Holocene Drilling DATE STARTED: 101IV2011 Im DRILLING METHOD. Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 10112f2011 SAMPLING METHOD SPT wlAutohammer LOGGED BY: B.HawRins LOCATION: Powell Ave SS Shoulder-200 Feet North of SW 7th St-See Figure 2 SURFACE ELEVATION: 21.0 t feet ro vs W W 0 X Standard Penetration Test M z W v a- rr (140 lb.weight,30"drop) I! j z za c r ♦ Blows per foot D t�> Ix i y W w e� DESCRIPTION CL�' 0 0 6 10 20 30 40 50 w 0 4-Inches Asphalt Pavement SM [ASPHALT PAVEMENT] 20 Brown,silty,gravelly,SAND cuttings,moist. [FILL] _ ....; ..: ;....:..-.c....:....a.. ML Stiff,brown to gray,slightly gravelly,sandy SILT becoming S-1 5.6.5 ♦ ' .... medium dense,brown fine to medium SAND,moist. [ALLUVIAL SILTS AND SANDS] Ila: Medium stiff,brown to gray,sandy SILT to silty SAND,moist. S-2 3-2-2 15 illlli Very Loose,light brown,silty fine SAND becoming gray,elastic S-3 1-1-1 SILT(CLAY with trace rootlets and vrood debris,moist to Very stiff,gray SILT to silty fine SAND,moist.Trance rootlets. S-4 3.7-9 and organic debris.Becoming wet at tip of sampler. - 10 rr 5M Very Loose,gray,silty fine SAND,wet.Becoming coarser with S-5 5.0-3 ,- depth, 15 — — — — -- :4 SP Medi_um dens_ e—,gray,fine—— fo med—ium—S—AND,—"r L Fine——vw—od S-6 4-10.17 ari .;.. layers near sampler tip. - [ALLUVIAL SANDS AND GRAVELS] 5 ill 20 . Dense,gray,fine to medium SAND to slightly silty SAND,wet. S-7 5-19-30 0 25 — 0 20 40 60 so 100 Water Content rrt Plastic Limit °°~#--A Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times andlor locations. ilrr BORING: SW 7th Street Drainage Improvements BH-4 Hardie Avenue SW to Naches Avenue SW MAGEOSCIENCES INC. Renton, Washington PAGE: 1 of 2 PROJECT NO.: 2011-044 FIGURE A-6 BORING-DSM 2011-044.GPJ 1166912 4W DRILLING COMPANY: Holocene Dtil;ing DATE STARTED: 1011212011 DRILLING 44ETHOD: Truck Mounted Drill Rig-Hollow Steer Auger DATE COMPLETED: 10/1212011 SAMPLING METHOD: SPTw/Autehammer LOGGED BY: B,Havhjns LOCATION: Powell Ave S8 Shoulder-200 Feet North of SW 7th St-Set Figure 2 SURFACE ELEVATION: 21.0 ±feet W Standard Penetration Test co z CL 1.- (140 lb,weight,30"drop) V) z 0 uj A Slows per foot z Fh.r- 1-- 0 W ul W 0 cc z 0 of C.)w 0 DESCRIPTION 0 0 10 20 30 40 50 tu 25— GW Driller notes gravels at 24 feet SGS, S-8 8-16-24 GS • Dense,gray,well graded GRAVEL with sand,wet.4-foot heave in sampler. 30— Dense,gray,slightly silty,sandy GRAVEL,wet,1-foot heave 3-9-18 in sampler. 10 36— Dense,gray,slightly silty,sandy GRAVEL,wet,Thin silt lens 5-10 5-1330 at 36�3 foot BGS.1-foot heave in sampler. j *L 40— --------——————-------- NIL Stiff,gray,SILT interbedded with fine to medium SAND and 5-11 9-4-6 gravel wet.Trace wood debris in silt layer. [ALLt.1V1AL SILTS AND SANDS] Boring was terminated at 41.5 feet BGS.Ground water seepage was observed at 11 to 12 feet BGS during drifiling. Nit 45— __25 _j 0 20 40 60 80 100 Water Content(%) I I Plastic Limit 1 4111 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. SW 7th Street Drainage Improvements BORING:BL"J-4 Hardie Avenue SW to Naches Avenue SW HWAGEOSCIENCESINC Renton, Washington PAGE: 2 of 2 PROJECT NO.: 2011-044 FIGURE: A-5 80RINGOW 2011-044.GPJ 11612 77Z 7OMPANY: Hok..drilling DATE STARTED: 1011312.011 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 1011312011 SAMPLING METHOD; SPT w/Autohammer LOGGED BY: D.Coltrane LOCATION: SW 7th St Westbound Ouside Lane-33 Feet East of Thomas Ave-See Figure 2 SURFACE ELEVATION: 22.0 *feet low W Standard Penetration Test W in (140 lb.weight,30"drop) ca z in _ ♦ Blows per foot cz y o vs J z rn rfa o- a w 0 DESCRIPTION ucs ° u� 4�� W UJ 0 10 20 30 40 50 0 111 4-6 Inches Asphalt Pavement. SM [ASPHALT PAVEmENTj Cuttings are grayish brown,silty SAND with gravel. [FILL] 20 Medium dense,light brown,slity,gravelly SAND,moist, S-1 5-10-13 Loose,brawn,sandy GRAVEL to gravelly SAND,wet,Poor S-2 3-3-4 recovery,Ground water seepage at 4.5 feet below ground surface(BGS). Hit abandoned conduits running perpendicular to road at 4 feet BGS, ML Very loose,light brown SAND becoming gray SILT/CLAY, S-3 1-1-1 moist to wet. (ALLUVIAL SILTS AND SANDS) No recovery. S-4 1-0-1 I 10 Medium stiff,gray,SILT/CLAY,wet.Very poor recovery. S-5 1-2-2 15 Driller adds drilling fluid to auger. 8-6 2-1-1 No recovery,most likely SILT/=Y. we Switch to 3-Inch diameter sampler. S-7 3-2-3 AL Medium stiff,gray to brownish gray,SILT,wet, Layer of organic debris becoming mostly ORGANIC SILT for last 3-ties of sample- 20 i Soft,light gray CLAY becoming ORGANIC SILT with sand [ S-8 1-1-2 AL tenses and peat layers at 21 feet,wet, III//it lw 0 lira �jGW 25 Glvi 0 20 40 60 60 100 Water Content(%) Plastic Limit Liquid Limit NOTE, This tog of subsurface conditions applies only at the specified location and on the date Indicated Natural Water Content and therefore may not necessarily be Indicative of other times and/or locations. BORING: SW 7th Strut Drainage Improvements BH- Hardie Avenue SW to Naches Avenue SW fMGEOSCIENCES iii C Renton, Washington PAGE: 1 of 2 PROJECT ND-: 2011-044 FIGURE; A-6 BORING-CDSM 20,"44.GP3 118112 DRILLING COMPANY: Holocene Drilling DATE STARTED: 10113/2011 DRILLING METHOD: Truck Mounted D61 Rig-Hollow Stem Auger DATE COMPLETED: 1 011 31201 1 SAMPLING METHOD: SPT w/Autohammr LOGGED BY: D.Coltrane LOCATION: SW 7th St Westbound Ouside Lane-33 Feet East of Thomas Ave-See Figure 2 SURFACE ELEVATION: 22.0 1 feet (n 0 Standard Penetration Test W z— U) Lu < a. (140 lb,weight,30"drop) z z ♦ Blows,per foot 0 Fb.5 0 w W - W z x 00 to a. a- I w M LU U) W B DESCRIPTION < — g 0 10 CL 0 a 0 10 20 30 40 50 u$ 25 Driller notes gravelly drilling at 24 feet BGS. S-9 13-21-29 GS Medium dense,gray,well graded GRAVEL with silt and sand, wet [ALLUVIAL SANDS AND GRAVELS} 30 ——————————————--- ————— -SP Medium dense,dark grayish brown,poorly graded SAND with �S-10 19-20-31 GS SM sift and gravel,wet. .10 35 ——--——————————— ... GP Medium dense,olive brown,poorly graded GRAVEL,wet, S-11 6-•9,31 GS Broken gravels in sampler. ,C) 15 40— Medium dense,gray to brown,silly,fine to coarse sandy,fine S-12 16-28.35 to coarse GRAVEL,wet,Trace wood debris,and pockets of clayey material. --20 Boring was terminated at 41.5 feet BGS-Ground water seepage was observed at 4 to 5 feet BGS during drilling. 45 -25 ............ 50 0 20 40 60 80 100 Water Content(%) Plastic Limit 1 * Liquid UrnK NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. BORING: SW 7th Street Drainage Improvements BH-5 Hardie Avenue SW to Naches Avenue SW PAGE: 2 of 2 KWAGEOS(ZlIENCES INC Renton, Washington PROJECT NO.: 2011-044 FIGURE' A-6 BORING-I)SM 2011-N4,GPJ 116112 DRILLING COMPANY: Holocene Drilling DATE STARTED: 1011312011 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED; 10113/2011 SAMPLING METHOD: SPTw/Autobammer LOGGED BY-. D.Coltrane LOCATION: SW 71h St Westbound Ouside Lane-42 Feet East of Seneca Ave-See Figure 2 SURFACE ELEVATION: 23.0 *feet W to W 0 W Standard Penetration Test chi to z n. 1.- (140 lb.wetght,30"drop) z 0 A Blova per foot 2 W W W z w 0 W 0 0 0 W:6 0: DESCRIPTION EO a. 0 10 20 30 40 50 Uj 0— lip 4-6 inches Asphalt Pavement, SM [ASPHALT PAVEMENT] Cuttings are grayish brown,silty SAND with gravel. [FILL] Medium dense,light brown,gravelly SAND becoming silly fine S-1 6-7-7 20......... ---- — SAND to fine to medium SAND,moist. No recovery. S•2 1-1-2 Cuttings are light brown silty fine SAND. ow ML Very soft,light brown to gray,fine sandy SILT with clay.Oxide S-3 0-0-0 • mottling at 8 feet BGS. [ALLUVIAL SILTS AND SANDS] SM Very loose,dark gray,silty SAND,moist. S•4 0.1-1 GS Medium dense,dark gray,silty SAND,moist.Some wood S-5 0.3-3 GS rrr debris layers, Loose,gray,slightly gravelly,fine to medium SAND,wel- S-6 0.1-7 Wood bits and layers of organic debris present. —6 20— S-7 2-8.19 1.ow 0 0 20 40 60 80 100 Water Content(%) Plastic Limit 1 46 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be Indicative of other times and/or locations. BORING: SW 7th Street Drainage Improvements BH-6 UM I Hardie Avenue SW to Naches Avenue SW HWAGEOSCIENCES INC Renton, Washington PAGE: I of 2 PROJECT NO.: 2011-044 FIGURE: A-7 BORING.DSM 2011-044,GPJ 116t12 "DRILLING COMPANY: Holocene Drilling DATE STARTED: 10/1312011 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED; 10/1312011 SAMPLING METHOD: SPIT wlAutoharnmer LOGGED BY: D.Coltrane LOCATION: SW 7th St Westbound Ouside Lane-42 Feet East of Seneca Ave-See Figure 2 SURFACE ELEVATION: 23.0 1 feet vii uj z Standard Penetration Test 0Lu to UJ � 2 kw (140 lb,might,3V'drop) z ♦ Blows per foot 0 0 0 Lu Uj ct W CL 0 W2 LU w V) r5 0 DESCRIPTION W 0 0 0 10 20 30 40 50 25 Dense,gray,silty fine SAND over silty,sandy GRAVEL,wet, S-8 4-12-24 GS Roots and reeds present. — ———————————————————————— GP Poor recovery.Mostly heave. -5 o GM Medium dense,dark grayish brown,poorly graded GRAVEL 0 with silt and sand,mt. JALLUVIAL SANDS AND GRAVELS] 30 0 Very dense,gray,slightly silty,sandy,fine to coarse GRAVEL, S-9 3-13.37 GS C wet.Broken gravel in sampler tip. ................... ......... �Q AG A: Dense,gray,slightly silty,sandy,fine to coarse GRAVEL,wet. S•10 3-5-25 �Q ................... ......... aQ 40— Dense,gray,slightly silty,sandy GRAVEL,wet, 7,S-11 3.14-17 Boring was terminated at 41.5 feet BGS.Ground water seepage was observed at 14 feet BGS during drilling, ilk -20 45— lid --25 0 20 40 60 so 100 Water Content(0'.) Plastic Limit Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and(or locations. BORING: SW 7th Street Drainage Improvements BH-6 Hardie Avenue SW to Naches Avenue SW PAGE: 2 of 2 9WAGEOSaENCES INC Renton, Washington PROJECT NO.: 2011-044 FI LJRI=7 A-7 BORING-DSM 2011-044,GPJ 116112 DRILLING COMPANY: Holocene Drilling DATE STARTED: 101142011 ww DRILLING METHOD: Track Mounted Drill Rig Hollow Stem Auger DATE COMPLETED: 10114/2011 SAMPLING METHOD: SPT wlAuloharnmer LOGGED BY: D.Coltrane LOCATION; Renton School District Parking Lot Northwest Side of Building-See Figure 2 SURFACE ELEVATION: 26.0 t feet rr1 u> a to Standard Penetration Test 0 a F � (1401b.weight.,30"drop) -, 0 W � w C � � A Blows per foot 0 �a-~ c`na ° a� z w 5. DESCRIPTION ate.� 4 0 0 10 20 30 40 50 €3e i 0 3.4 inches Asphalt Pavement '' SP [ASPHALT PAVEMENT) :.... ....:....: :,.. 25 [FILL] Dense,light brown,slightly gravelly,fine to medium SAND, S-1 10-12-20 moist.Broken gravels In sampler. �l Dense,light browns,slightly gravelly,fine to medium SAND, j S-2 9-13-20 moist.Broken gravels in sampler. 3;M/�ytlii 20 SP Medium dense,dark gray,poorly graded SAND with silt and S 3 21-15-8 g a Yg / ' . SM gravel,moist.Fine lam€rar bedding. [ALLUVIAL SILTS,AND SANDS] 10 V a AL Medium dense,dark gray,poorly graded SAND With silt and S-4 3-6-16 GS wr gravel,wet.Becoming fine to coarse SAND at tip of sampler. �eeeJ�tts! Trace organics present, GP Dense,gray,slightly silty,sandy,fine to coarse GRAVEL wet S-5 13-19-20 am ° [ALLUVIAL SANDS AND GRAVELS] :.... a SP Switch to 3-inch diameter sampler. S-6 20-45.43 GS SM Dense,dark grayish brown,poorly graded SAND with sift,wet. 10 rl�l1 i t 20 ....:.... ....e.... ....c....[.. SP Dense,olive brown,poorly graded SAND with gravel,wet, S-7 26.44.47 GS 5 r+ll 25 ° 0 20 40 60 BD 1€14 Water Content(%) Not Plastic Limit - l— } Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other tines and/or localions. BORING: SW 7th Street Drainage Improvements BH-7 goo Hardie Avenue SW to Naches Avenue SW WAGEOSCIENCES INC. Renton, Washington PAGE: 1 of 2 PROJECT NO.: 2011-044 FIGURE: A-8 BORING-DSM 2011-044,DPJ 1012 ow DRILLING COMPANY: Holocene Drilling BATE STARTED; 10/14/2011 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 10/1412011 SAMPLING METHOD: SPT wiAutohammer LOGGED BY: D.Coltrane LOCATION: Renton School District Parking Lot Northwest Side of Building-See Figure 2 SURFACE ELEVATION: 26.0 t feet Lu a x Standard Penetration Test m w r aa.. (149 lb.weight,30°drop) J b W J w • Blows per foot C3 a ' DESCRIPTION ran tr ow S 0 0 w 0 10 20 39 40 59 25 GW Medium dense,olive brown,well graded GRAVEL with sand, S-8 16-19-24 GS 0 ` wet. • r 39 . Dense,olive brown,well graded GRAVEL with sand,wet. S-8 28-51-42 GS •1 35 ti Medium dense,grayish broom,slightly silty,sandy,fine to r 5-10 10-34-36 coarse GRAVEL to gravelly SAND,wet. 10 r.... ....;..,.I s 'Medium dense,grayish brown,slightly silty,slightly sandy,fine S•11 13.32-34 to coarse GRAVEL,wet.Broken gravels in sampler. -15 'ILI I Boring was terminated at 41.6 feet BGS.Ground water seepage was observed at 10 to 11 feet BGS during drilling, 45 :....k,...i..,.i....i....i....:_...i..,, ..- ;.... -. -20 59 0 20 40 60 80 100 Water Content(0/.) Plastic Limit O j Liquid Limit NOTE: This log of subsurface conditions spies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. BORING: SW 7th Street Drainage Improvements BH•-7 Hardie Avenue SW to Naches Avenue SW HACEOSCIENCES INC, Renton, Washington PAGE: of 2 PROJECT NO.: 2011-044 FIGURE: A-8 BORING-QSM 2011.044.GPJ 116112 Sri "DRILLING COMPANY: Holocene Drilling DATE STARTED: 1011212011 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 1 0/1 212 01 1 SAMPLING METHOD. SPIT w]Autobammer LOGGED BY. S.Hawkins LOCATION: Hardie Ave Northbound Lane-180 Feet South of Railroad Centerline-See Figure 2 SURFACE ELEVATION: 24.0 :k feet WIN to W LU W Standard Penetration Test co z W < 0 2 (140 lb,weight,30"drop) z z Will • Blom per too! 2 uJ 0 W W cr, W z Im (n a a 3 W n 0 0 a 0 0 D DESCRIPTION W 0 10 20 30 40 50 0— 4-6 inches Asphalt Pavement. GP [ASPHALT PAVEMENT], [FILL] Medium dense,brown,silty,sandy,fine to coarse GRAVEL, S 1 8-8-7 moist, 20 "irk ML Medium stiff,mottled brown and gray,fine sandy SILT,wet, S-2 1-3-4 [ALLUVIAL SILTS AND SANDS] .......... SC Soft,gray,fine sandy,elastic SILTICLAY,wet. S-3 3-2-3 arr Is 10— SA 0-1-2 MI. Soft,gray,fine sandy SILT with gravel,wet. 0 �A GP Medium dense,sandy GRAVEL,wet. S-5 2-7-5 10 15— MH Sort,dark gray,elastic SILT with tenses e silty SAND,wet. 8-6 0.0-2 %F awe Wood debris layers observed. .......... 20— A---- Very soft,dark gray,slightly sandy,elastic SILT over medium S-7 0-8-6 dense,dark gray,fine to medium SAND with slit,mt. aru j 0 251 0 20 40 y 60 80 100 Water Content(%) a& Plastic Limit [--4" Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. BORING: SW 7th Street Drainage Improvements BH-8 Hardie Avenue SW to Naches Avenue SW HwALGEosaENCES INC Renton, Washington PAGE: I of 2 PROJECT NO.: 2011-044 FIGURE! A-9 BORING-DSM 2011-G44.GPJ 116112 DRILLING COMPANY: Holocene Drilling DATE STARTED; 10112/2011 DRILLING METHOD: Truck Mounted Drill Rig-Hollow Stem Auger DATE COMPLETED: 1011212011 SAMPLING METHOD: SPTvdAutohammer LOGGED BY� B.Hawkins LOCATION:METHOD: Ave Northbound Lane-180 Feet South of Railroad Centerline-See Figure 2 SURFACE ELEVATIOK 24.0 :1:feet 5 0) W z UJ Standard Penetration Test 0 W Co <'Z� i- W (140 to.weight,30"drop) Y)Js 5t z z vy uJ A Blows per toot 0 11111i -J 0 0 to it ca V) a. mi 0 uJ (A) Z� a. 80 C)4k DESCRIPTION 0 10 20 30 40 21 Medium stiff,dark gray,fine sandy,elastic SILT,wet.Wood S-8 0-2-3 AL 7-7— debris and sand lenses observed. 30 ----------------------- SM Poor recovery. S-9 1-2-3 ry Loose,dark gray,slightly gravelly,silty,medium to coarse SAND,wet. [ALLUVIAL SAN ...... DS AND GRAVELS] 35 -..... .. ......... ----- --------- --t N&10 5-6-25 GS -dM Medium stiff,dark gray,clayeylslfty,GRAVEL with sand,weL Gravel jammed in sampler tip. -15 40- �U --------------- 7sgm-T Medium stiff, ty SAND with �5-11 7-9-24 GS Iff,dark grayish brown,clayeylsl gravel,wet.Gravel jammed in sampler tip, ....... Boring was terminated at41.5 feet BGS.Ground water seepage was observed at 4 feet BGS during drilling, 45- --------- -25 so- . . . . . . . . 0 20 40 60 80 100 Water Content(%) Plastic Limit 1--4" Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations. BORING: Willi SW 7th Street Drainage Improvements BH-8 got, Hardie Avenue SW to Naches Avenue SW HW,kGEOsaENCES INC Renton, Washington PAGE: 2 of 2 wIi PROJECT NO.: 2011-044 FIGURE: A-9 BORING-OSM 2011-044.GPJ lrot`12 ow r.� RELATIVE DENSITY OR CONSISTENCY VERSUS SPT N-VALUE TEST SYMBOLS COHESIONLESS SOILS COHESIVE SOILS %F Percent Pines Approximate Approximiata AL Atterberg Limits: PL=Plastic Limit Density N(biowsfft) Relative Dansity(!o e) Consistency N(bbvsBR) Undrained Shear LL=Liquid Limit Strength(psf) CSR California Beating Ratio Very Loose 0 to 4 0 - 15 Very Soft 0 to 2 <250 CN Consolidation Lease 4 to 10 15 35 soft 2 to 4 250 - -100 DO pry Density(pcf) Medium Dense 10 to 30 35 - 65 Medium Stiff 4 to 8 ,4'707 • 1000 DS Direct Shear Dense 30 to 50 65 85 Stiff 8 to 15 1000 2OW GS Grain Size Distribution Very Dense over 50 85 - 100 Very Stitt 15 to 30 2000 4000 K Permeability Hard over 30 :•4000 MD Moisture/Density Relationship(Proctor) USCS SOIL CLASSIFICATION SYSTEM MR Resilient Modulus PID Photolonlzation Device Reading Ilk MAJOR DIVISIONS GROUP DESCRIPTIONS PP Poch-et Penetrometer Approx,Compressive Strength(tsf) Gravel and CW Well-graded GRAVEL SG Specific Gravity Coarse Gravelly Sells Clean Gravel T'C Tr(axiai Compression Grained More than tlittie or no lines) /,, TV Torvane Soils r (',yP Poorygradad GRAVEL oils °{ 3 Approx,Shear Strength(tsf) 50%of Coarse Gravel with o GM Silty GRAVEL UC Unconfined Compression Fraction Retained Fines(appreciable --- on No.4 Steve amount of fines) GC Clayey GRAVEL SAMPLE TYPE SYMBOLS Sand and c�ar Sand y. SW Melt graded SAND � 20"OD Split S po on(SPT) More than Sandy Soils (Elate or no fines) (140 lb,hammer with 30 in.drop) SP Poorly-graded SAND 50*4 Retained Shelby Tube 6G°!a or tvte on No.Sieve of Gaarao Fines(appreciable Sa with SM Silty SAND 2007 r 3-IX'OD Spirt Spoon with Brass Rings Fraction Passing �" Size No_4 Sieve amount of fines) SC Clayey SAND Small Bag Sample X11 v ML SILT Large Ba Pine silt g g(Bulk)) Grained and Liquid Limit Less than 60% CL Loan C Soils Clay LAY � Core Run r (7L Organic SILT90rgaNt CLAY Non-standard Penetration Test (3,9'OD split spoon) Sift MH Eiastii,SILT 50%or More liquid Limit Passing and 501%orMore CH Fat CLAY GROUNDWATER SYMBOLS � No.200 Sieve Clay Size OH Organic SILTfOrgan`io CLAY � Groundwater Lever(measured at time of drilling) Nighty Organic Soils I PT I PEAT Groundwater Level(measured in welt or r a a I open hole after water level stabilized) COMPONENT DEFINITIONS COMPONENT PROPORTIONS COMPONENT SIZE RANGE PROPORTION RANGE DESCRIPTIVE TERMS Boulders Larger than 12 In -5% Clean Cobbles 3 in to 12 in Gravel 3 in to No 4(4 r-nm) 5-12% Slt htl (Clayey,Silk Sand Coarse gravel 3 in to 394 in 9 y( Y y. ye Y) Fine gravel 314 in to No 4(4.5mm) Sand No.4(4.5 mm)to No.200(0.074 mm) 12-30% Clayey,Silty,Sandy,Gravelly Coarse sand No.4(4.5 mm)to No.10(2.0 mm) Medium sand No.10(2.0 mm)to No.40(0.42 mm) 30-50% Very(Clayey,Silty,Sandy,Gravelly) Fine sand No.40(0:42 mm)to No.203(0.074 trin) SRI and Clay Smaller than No.200(0.074mm) Components are arranged in order of Increasing quantities. NOTES: Soli classifications presented on exploration logs are based on visual and laboratory observation, Soil descriptions are presented In the following general order: MOISTURE CONTENT Densifylconsisfency,color,modifier(Many)GROUP NAME,aCdiffon8 to group name fifany),moisture DRY Absence of moisture..dusty, content Proportion,gradation,and angularity of constituents,additional comments. dry to the touch 4K (GEOLOGIC INTERPRE'T'ATION) MOIST � Damp taut m visible water. ( Please refer to the discussion In the report texk as well as the exploration togs for a more WET Visible free water,usually i complete description of subsurface conditions. Sail is below water table. LEGEND OF TERMS ARID SW 7th Street Storm Drain SYMBOLS USED ON HWAGEoSaEwES INC. EXPLORATION LUGS PROJECT NO.: 2003-007 FIGURE' C-1 LEGEND 2003007,GPJ 193112 rw DRILLING COMPANY: Holocene brit€ing DATE STARTED: 01/2912003 DRILLING METHOD: Hollow Stem Auger RATE COMPLETED: 0112912003 SAMPLING METHOD: SPT wlautohammer LOGGED BY: B.Hawkins LOCATION: See Figure 2 SURFACE ELEVATION: 23,5 A:feet ur (n Standard Penetration Test aca z— 0 r M t o U (1401b.weight,30°'drop) � _j © ♦Blows per foot = m 0 a Q. w 0 u1 1 0 M z o x ti x as n r, DESCRIPTION a n O Ct(0 0 10 20 30 40 50 ( GP ASPHALT CONCRETE I'AVEI pit Nil(ACP) Medium dense,brown,sandy,fine to coarse GRAVEL,moist c SM [FILL] / SA 3.3.3 i u Loose,dark grey and broom,very silty,fine SANK,moist. 20 so (ALLUVIUM] 5 I, S-2 1-7-g .. - .. SP Loose,dark brown,poorly graded SAND with silt and gravel, ,i SM wet. S-3 3.3-7 GS ,. 15 _ . 10 . . SP Loose to medium dense brown grading to gray,slightly silty, S•4 0.2-4 SM fine to coarse gravelly,fine to coarse SAND,mt. Vdood noted. S-5 4-6-12 10 Wi t S-7 9-10-11 GS �; A 20 . . .1t +� _-�-- OH g Soft dark brown,organr„'SILT,most to wet. Abundant � GM organics and wood, lvfedium dense,brown,silty,sandy GRAVEL,wet. GV/ Medium dense,yellowish brown,well graded GRAVEL with silt 0 GM and sand. Oxidation stains noted at 25 feel 25 r S-9 5-11-11 GS .,, a I �f _5 a 30 s s .... ....: . z S-10 5-11-11 Total depth=31.5 feet. _10 35 40 0 20 40 60 80 100 Water Content(%) Plastic Limit 1 0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times andlor tocatlons. =A BORING: SW 7th Street Storm Drain BH- 1 (2003) PAGE: 7 of 1 � HMGEOSCIENCES INC. PROJECT NO.: 2003-007 FIGURE` C-2 PZO-DSM 2003007.GPJ 113112 DRILLING COMPANY: Holocene Drilling DATE STARTED: 01/2912003 DRILLING METHOD: Hollow Stem Auger DATE COMPLETED: 01129/2003 SAMPLING METHOD: SPT w/aulohammer LOGGED BY., B.Hawkins LOCATION: See Figure 2 SURFACE ELEVATION: 24.6 t feet 1rY1 a> z Standard Penetration Test (140 lb.weight.34"drop) tq v cWn w C> z 0 w �r- A Blows per Foot cs Fz m to a. a } u�r 0 W a N= [ DESCRIPTION ° Q 0 10 24 30 40 50 Lu Irll 4 `� GP ACP • Loose,brown,sandy,fine to coarse GRAVEL,moist. e: [FILL] S-1 34-3 Stet Loose to very loose,brown and gray,silty SAND,moist to wet. Oxidation stains at 6 Feet. 5 [ALLUVIUM] ...,i 24 S-2 1-2-3 S-3 1112"-2 GS - 14 ..E 15 S•4 5-7-7 rr ... .. . ........ .... i GM Loose,gray,slightly silty,sandy,fine to coarse GRAVEL,wet. 5 / S-5 1-1-2 i . i� t SM Very loose,brown,slightly silty,fine to medium SAND,wet. 10 16 S-6 8-9-5 SP Medium dense,grayish brown,poorty graded SAND with gravel,wet. Some gravel layers noted. Note:Blow counts inflated due to driving on gravels. S-7 11-17-18 20 5-8 2-7-7 GS rill) j� 1 0 26 S-9 12-15-34 i.. .... ,.. .. e. . , ... rri 30 .. ,..:,.,.� i 6 5-10 4-12-13 Total depth=31.5 feet. 36 �.... ;,,,,i....:....:....t....�..., 1 - 0 i e c i rrr 40 t 15 0 20 40 60 80 100 Water Content(%) Plastic Limit { Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times andlor locations. BORING: SW 7th Street Storm Drain BH- 2 (2003) fMGEO CIENCES INC. PAGE: 1 of 1 PROJECT NO,: 2003-007 FIGURE° C-3 PZO-DSM 2003OD7,GPJ 113112 rr DRILLING COMPANY: Holocene Drilling DATE STARTED: 0112912003 DRILLING METHOD: Hollow Stem Auger DATE COMPLETED: 01/2912003 SAMPLING METHOD: SPT wlautohammer LOGGED BY: B.Hawkins LOCATION: See Figure 2 SURFACE ELEVATION: 26.0 *feet ul m 0 — Standard Penetration Test v ea —— in 2i F- W (140 lb.weight,30"drop) Z) LO W uj 0 z z in W 0 W W uj' ♦Blows per foot —'0 F- 0- IL W 0 DESCRIPTION Wa 08 00 0 10 20 30 40 so Lu 0 - GP I P Medium dense,brown,sandy,fine to coarse GRAVEL,moist, 25 ML S-1 2-2-2 GS Soft,rod brown to gray,sandy to very sandy,SILT,moist to wet. Oxidation stains noted,organics not-Ad. '5— [ALLUVIUM] 20 S-2 2-2-3 GS AL .................................... .......................... ML Soft,dark gray,sandy SILT,wet, Organics and wood noted. 10 Some clayey soils noted, A RIS-3A 0112`-2 GS S-38 At 15 10 OH Soft,dark brown and gray,slightly sandy,organic SILT,wet, A,S-4 1112"-S Abundant organics and wood noted. 20— . . .... ... ...... ........ .*- ------------ - -- - --- ----- ML Soft,dark bru.,m and dark gray,SILT,moist. Fine sand lenses noted. A S-5 2-1-2 AL 25-- ...... ------ --------- I Lon s- dark gray,silty SAND,wet. Abundant organics and 0 S-6 4-4-4 A 30— Total depth=29 feet, --5 40— 0 20 40 60 so 100 Water Content C16) Plastic Limit 1 0 Liquid Limit Ail NOTE: This'og of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times andfor locations. BORING: SW 7th Street Storm Drain BH- 3 (2003) KWAGEOSCIENCES INC PAGE: I of 1 PROJECT NO.: 2003-007 FIGURE: C-4 PZO-DSM 2003007.GPJ 1111112 06/13/14 L SPECIAL PROVISIONS SW 7th STREET/NACHES AVENUE SW STORM SYSTEM IMPROVEMENT PROJECT- PHASE I SPECIAL PROVISIONS L (, � r 240:SR 'S 1(A 11. 6-13-14 SW 7b Street—Special Provisions Page 1 06/13/14 SW 7th STREET/NACHES AVENUE SW STORM SYSTEM IMPROVEMENT PROJECT- PHASE I SPECIAL PROVISIONS FUNDED IN PART BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY'S FY2012 STORMWATER RETROFIT AND LID COMPETITIVE GRANT NO. G1200555 SW 7`h Street—Special Provisions Page 2 ,wr 06/13/14 SPECIALPROVISIONS.............................................................................................................................................13 go 1-01 DEFINITIONS AND TERMS.............................................................................................................................13 1-01.1 General......................................................................................................................................................13 wr 1-01.3 Definitions 13 ................................................................................................................................................ 1-02 BID PROCEDURES AND CONDITIONS...........................................................................................................16 1-02.1 Prequalification of Bidders.......................................................................................................................16 1-02.1 Qualifications of Bidder.............................................................................................................................16 1-02.2 Plans and Specifications 16 1-02.4(2) Subsurface Information ........................................................................................................................16 1-02.5 Proposal Forms.........................................................................................................................................17 '1-02.6 Preparation of Proposal...........................................................................................................................17 +�. 1-02.6(1) Proprietary Information.......................................................................................................................18 1-02.7 Bid Deposit...............................................................................................................................................18 1-02.9 Delivery of Proposal .................................................................................................................................18 1-02.12 Public Opening of Proposals...................................................................................................................18 �r 1-02.13 Irregular Proposals.................................................................................................................................18 1-02.14 Disqualification of Bidders......................................................................................................................19 irr1-02.15 Pre Award Information...........................................................................................................................20 1-03 AWARD AND EXECUTION OF CONTRACT....................................................................................................20 1-03.1 Consideration of bids................................................................................................................................20 irr 1-03.2 Award of Contract ....................................................................................................................................20 1-03.3 Execution of Contract...............................................................................................................................20 r 1-03.4 Contract Bond...........................................................................................................................................21 1-03.7 Judicial Review..........................................................................................................................................21 �r 1-04 SCOPE OF WORK..........................................................................................................................................22 1-04.2 Coordination of Contract Documents, Plans,Special Provisions Specifications, and Addenda...............22 1-04.3 Contractor-Discovered Discrepancies.......................................................................................................22 1-04.4 Changes....................................................................................................................................................22 r 1-04.4(1) Minor Changes...................................................................................................................................22 1-04.8 Progress Estimates and Payments............................................................................................................22 1-04.11 Final Cleanup ...............................23 1-05 CONTROL OF WORK.....................................................................................................................................23 1-05.4 Conformity With and Deviation from Plans and Stakes 23 1-05.4(3) Contractor Supplied Surveying.............................................................................................................24 err SW 7th Street—Special Provisions Page 3 do 06/13/14 1-05.4(4) Contractor Provided As-Built Information...........................................................................................24 1-05.7 Removal of Defective and/or Unauthorized Work ......................25 ............................................................. 1-05.10 Guarantees.............................................................................................................................................25 1-05.11 Final Inspection......................................................................................................................................26 so 1-05.11(1) Substantial Completion Date.............................................................................................................26 1-05.11(2) Final Inspection and Physical Completion Date.................................................................................27 err 1-05.11(3) Operational Testing............................................................................................................................27 1-05.12 Final Acceptance ....................................................................................................................................28 1-05.13 Superintendents, Labor and Equipment of Contractor..........................................................................28 1-05.14 Cooperation with Other Contractors......................................................................................................28 1-05.16 Water and Power....................................................................................................................................29 1-05.17 Oral Agreements.....................................................................................................................................29 ■rr 1-05.18 Contractor's Daily Diary..........................................................................................................................29 1-06 CONTROL OF MATERIAL........................................................................................................................:.....30 1-06.1 Approval of Materials Prior to Use...........................................................................................................30 1-06.2(1) Samples and Tests for Acceptance......................................................................................................33 1-06.2(2) Statistical Evaluation of Materials for Acceptance...............................................................................33 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC.........................................................................33 1-07.1 Laws to be Observed ................................................................................................................................33 1-07.2 State Sales Tax..........................................................................................................................................34 1-07.2(1) General.................................................................................................................................................34 rrw 1-07.2(2) State Sales Tax-Rule 171....................................................................................................................34 1-07.2(3) State Sales Tax-Rule 170................................................................................................................34 1-07.2(4) Services................................................................................................................................................35 1-07.5 Environmental Regulations .......................35 ................................................................................................. 1-07.5(3) State Department of Ecology...............................................................................................................35 1-07.6 Permits and Licenses................................................................................................................................36 1-07.9 Wages.......................................................................................................................................................37 1-07.9(5) Required Documents............................................................................................................................37 so 1-07.11 Requirements for Non-Discrimination ...................................................................................................37 1-07.11(11) City of Renton Affidavit of Compliance............................................................................................37 so 1-07.12 Federal Agency Inspection......................................................................................................................37 1-07.13 Contractor's Responsibility for Work......................................................................................................38 it 1-07.13(1) General...............................................................................................................................................38 1-07.15 Temporary Water Pollution/Erosion Control..........................................................................................38 SW 7th Street-Special Provisions Page 4 No 06/13/14 1-07.16 Protection and Restoration of Property.................................................................................................41 1-07.16(1) Private/Public Property......................................................................................................................41 1-07.16(4)Archeological and Historical Objects...................................................................................................42 1-07.17 Utilities and Similar Facilities..................................................................................................................43 1-07.17(3) Interruption of Services......................................................................................................................44 1-07.18 Public Liability and Property Damage Insurance....................................................................................44 1-07.18(1) General...............................................................................................................................................45 r1-07.18(2) Coverages...........................................................................................................................................45 1-07.18(3) Limits..................................................................................................................................................47 r 1-07.18(4) Evidence of insurance:........................................................................................................................48 1-07.22 Use of Explosives....................................................................................................................................48 1-07.23 Public Convenience and Safety...............................................................................................................48 rr 1-07.23(1) Construction Under Traffic.................................................................................................................48 1-07.23(2) Construction and Maintenance of Detours........................................................................................49 1-07.24 Rights-of-Way..........................................................................................................................................49 1-07.28 Confined Space Entry .............................................................................................................................50 1-08 PROSECUTION AND PROGRESS...................................................................................................................51 1-08.0 Preliminary Matters..................................................................................................................................51 r 1-08.0(1) Preconstruction Conference................................................................................................................51 1-08.0(2) Hours of Work......................................................................................................................................52 .� 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees ...............................................53 1-08.1 Subcontracting..........................................................................................................................................53 ■r 1-08.2 Assignment...............................................................................................................................................53 1-08.3 Progress Schedule.....................................................................................................................................53 1-08.4 Notice to Proceed and Prosecution of the Work......................................................................................54 1-08.5 Time For Completion................................................................................................................................55 ■+ 1-08.6 Suspension of Work..................................................................................................................................56 1-08.7 Maintenance During Suspension..............................................................................................................56 r1-08.9 Liquidated Damages.................................................................................................................................57 1-08.11 Contractor's Plant and Equipment.........................................................................................................57 r1-08.12 Attention to Work...................................................................................................................................57 1-09 MEASUREMENT AND PAYMENT..................................................................................................................57 ow 1-09.1 Measurement of Quantities.....................................................................................................................57 1-09.3 Scope of Payment.....................................................................................................................................58 1-09.6 Force Account...........................................................................................................................................59 SW 7 th Street-Special Provisions Page 5 06/13/14 ra 1-09.7 Mobilization..............................................................................................................................................59 1-09.9 Payments..................................................................................................................................................59 no 1-09.9(1) Retainage .............................................................................................................................................60 1-09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts............................................61 ow 1-09.9(2) Final Payment.......................................................................................................................................62 1-09.11 Disputes and Claims...............................................................................................................................63 to 1-09.11(2) Claims.................................................................................................................................................63 1-09.11(3) Time Limitations and Jurisdiction......................................................................................................63 so 1-09.13 Claims and Resolutions...........................................................................................................................63 1-09.13(3) Claims$250,000 or Less.....................................................................................................................63 00 1-09.14 Payment Schedule..................................................................................................................................64 1-09.14(1) Scope..................................................................................................................................................64 1-09.14(2) Basic Bid (New Section)......................................................................................................................64 The following subsections provide the Bid Items on this project. ........................................................................65 r 1-10 TEMPORARY TRAFFIC CONTROL..................................................................................................................89 1-10.1 General.....................................................................................................................................................89 1-10.2(2) Traffic Control Plans.............................................................................................................................90 1-10.3 Flagging, Signs, and All Other Traffic Control Devices..............................................................................92 1-11 RENTON SURVEYING STANDARDS...............................................................................................................92 1-11.1(1) Responsibility for Surveys....................................................................................................................92 1-11.1(2) Survey Datum and Precision................................................................................................................92 1-11.1(3) Subdivision Information.......................................................................................................................93 1-11.1(4) Field Notes 1-11.1(5) Corners and Monuments.....................................................................................................................93 1-11.1(6) Control or Base Line Survey 1-11.1(7) Precision Levels....................................................................................................................................94 1-11.1(8) Radial and Station --Offset Topography + ' 1-11.1(9) Radial Topography................................................................................................................................94 1-11.1(10) Station--Offset Topography................................................................................................................94 1-11.1(11) As-Built Survey...................................................................................................................................94 1-11.1(12) Monument Setting and Referencing..................................................................................................95 1-11.2 Materials...................................................................................................................................................95 1-11.2(1) Property/Lot Corners 1-11.2(2) Monuments..........................................................................................................................................95 1-11.2(3) Monument Case and Cover.................................................................................................................95 SW 7`h Street-Special Provisions Page 6 NO 06/13/14 2-01 CLEARING,GRUBBING,AND ROADSIDE CLEANUP......................................................................................95 NO2-01.1 Description ...............................................................................................................................................95 2-01.2 Disposal of Usable Material and Debris ...................................................................................................96 r► 2-01.3(4) Roadside Cleanup..............................................................................................................................96 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS.........................................................................................96 rr► 2-02.1 Description.................................................................................................................................................96 2-02.3(3) Removal of Pavement,Sidewalks, and Curbs.......................................................................................96 aw 2-02.3(4) Removal of Culverts, Manholes, Observation Wells, and Other Structures......................................97 2-02.3(5) Saw Cutting........................................................................................................................................98 2-03 ROADWAY EXCAVATION AND EMBANKMENT.............................................................................................98 2-03.3 Construction Requirements......................................................................................................................98 irr 2-03.3(14)E Unsuitable Foundation Excavation................................................................................................99 2-04 HAUL............................................................................................................................................................99 2-04.5 Payment....................................................................................................................................................99 �r. 2-05 IDENTIFICATION, HANDLING,TRANSPORTING AND DISPOSING OF CONTAMINATED/IMPACTED SOIL AND GROUNDWATER.....................................................................................................................................................99 2-05.1 Description ............................100 ................................................................................................................... 2-05.3 Construction Requirements.....................................................................................................................100 +rr 2-05.3(1) Health and Safety.................................................................................................................................100 2-05.3(2) Health and Safety Plan.........................................................................................................................101 aw 2-05.3(3)Contaminated Soil and Groundwater Handling and Management Plan .............................................101 2-05.3(4)Jobsite Monitoring...............................................................................................................................101 go2-05.3(5)Test Sampling.......................................................................................................................................102 2-05.3(6)Storage.................................................................................................................................................102 No 2-05.3(7) Profiling and Manifests........................................................................................................................103 2-05.3(8) Disposal of Excavated Soils..................................................................................................................103 aw2-05.3(9) Decontamination.................................................................................................................................104 2-05.3(10)Certification of Waste Weight and Disposal......................................................................................104 a 2-06 SUBGRADE PREPARATION .........................................................................................................................104 ir 2-06.5 Measurement and Payment..................................................................................................................104 2-08 TEMPORARY DEWATERING ........................................................................................................................105 law 2-08.1(1) Submittals:Temporary Dewatering Plan.........................................................................................106 2-08.1(2) Performance Monitoring.................................................................................................................106 go 2-08.1(4) Risk of Settlement of Adjacent Structures.......................................................................................107 2-08.2 Construction Requirements................................................................................................................107 so SW 7th Street—Special Provisions Page 7 rr 06/13/14 to 2-08.3(1) Operation Requirements.................................................................................................................107 2-08.3(2) Non-Contaminated Water Treatment..............................................................................................109 so 2-09 STRUCTURE EXCAVATION ..........................................................................................................................110 2-09.1 Description .............................................................................................................................................110 to 5-04 ASPHALT CONCRETE PAVEMENT...............................................................................................................110 5-04.2 Materials.................................................................................................................................................110 5-04.3 Construction Requirements....................................................................................................................110 5-04.3(5) Conditioning the Existing Surface.......................................................................................................111 5-04.3(5)A Preparation of Existing Surface.........................................................................................................111 5-06 TRENCH RESTORATION AND OVERLAY......................................................................................................113 7-04 STORM SEWERS.........................................................................................................................................117 7-04.2 Materials.................................................................................................................................................117 Section 7-04.02(2)Temporary Stormwater Diversion.........................................................................................118 7-04.3(1) Cleaning and Testing........................................................................................................................118 7-04.3(3) Direct Pipe Connections.................................................................................................................120 7-05 MANHOLES, INLETS,AND CATCH BASINS..................................................................................................120 7-05.1 Description...............................................................................................................................................120 7-05.2 Materials..................................................................................................................................................120 7-05.3 Construction Requirements....................................................................................................................120 7-05.3(2) Abandon Existing Manholes...............................................................................................................122 7-05.3(2)A Abandon Existing Storm Sewer Pipes 122 7-05.3(3) Connections to Existing Catch Basins.................................................................................................122 7-05.3(5) Manhole Coatings 123 7-05.3(6) Precast Vaults.....................................................................................................................................123 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS.........................................................................................125 7-08.3 Construction Requirements....................................................................................................................125 7-09 PIPE AND FITTINGS FOR WATER MAINS....................................................................................................129 7-09.3(17) Laying Ductile Iron Pipe and Fittings with Polyethylene Encasement.............................................129 7-09.3(21) Concrete Thrust Blocking and Dead-Man Block...............................................................................130 rrri 7-09.3(23) Hydrostatic Pressure Test.................................................................................................................131 7-09.3(25) Joint Restraint Systems....................................................................................................................132 7-12 VALVES FOR WATER MAINS.......................................................................................................................134 7-12.3(1) Installation of Valve Marker Post.......................................................................................................134 7-12.3(2) Adjust Existing Valve Box to Grade.....................................................................................................134 7-14 HYDRANTS.................................................................................................................................................134 SW 7th Street—Special Provisions Page 8 No 06/13/14 7-14.3(1) Setting Hydrants.................................................................................................................................134 VAN 7-14.3(3) Resetting Existing Hydrants................................................................................................................135 7-14.3(4) Moving Existing Hydrants...................................................................................................................135 as 7-15 SERVICE CONECTIONS ...............................................................................................................................135 7-15.3 Construction Details...............................................................................................................................135 No 7-17 SANITARY SEWERS.....................................................................................................................................135 7-17.2 Materials.................................................................................................................................................135 rr7-17.3 Construction Requirements....................................................................................................................136 7-17.3(1) Protection of Existing Sewerage Facilities..........................................................................................136 as8-02 Roadside Restoration...............................................................................................................................137 8-02.1 Description...............................................................................................................................................137 at 8-02.3(5) Planting Area Preparation..................................................................................................................138 8-02.3(9) Pruning, Staking, Guying and Wrapping............................................................................................139 8-02.3(10) Fertilizer...........................................................................................................................................139 w 8-02.3(11) Bark or Wood Chip Mulch................................................................................................................139 8-02.3(14) Plant Replacement...........................................................................................................................139 8-02.3(15) Seeding and Fertilizing.....................................................................................................................139 8-02.3(18) Property Restoration........................................................................................................................140 ,rr 8-05 Stormwater Treatment Units.....................................................................................................................140 8-05.1 Description...............................................................................................................................................140 8-05.2 Materials 140 .................................................................................................................................................. 8-05.3 Construction Requirements.....................................................................................................................141 INN 8-09 RAISED PAVEMENT MARKERS....................................................................................................................142 8-09.3 Construction Requirements.................................................................................................................142 aw 8-13 MONUMENT CASES...................................................................................................................................142 8-13.1 Description .............................................................................................................................................142 .r 8-13.3 Construction Requirements....................................................................................................................143 8-14 CEMENT CONCRETE SIDEWALKS...............................................................................................................143 rrr8-14.3(4) Curing.................................................................................................................................................143 8-17 IMPACT ATTENUATOR SYSTEMS................................................................................................................143 ar8-17.5 Payment..................................................................................................................................................143 8-20 ILLUMINATION,TRAFFIC SIGNAL SYSTEMS,AND ELECTRICAL..................................................................143 8-20.2(1) Equipment List and Drawings.............................................................................................................143 8-22 PAVEMENT MARKING........................................................................................:...................................... 144 8-22.1 Description ............................................................................................................................................ 144 SW 7`h Street—Special Provisions Page 9 rir 06/13/14 8-22.3(5) Installation Instructions.................................................................................................................... 144 8-23 TEMPORARY PAVEMENT MARKINGS.........................................................................................................145 8-23.5 Payment..................................................................................................................................................145 9-03.8(7) HMA Tolerances and Adjustments......................................................................................................145 9-03.22 Cement-based Grout for Abandoning Existing Utilities(Additional Section)...............................145 9-05 DRAINAGE STRUCTURES, CULVERTS,AND CONDUITS...............................................................................146 No 9-05.4 Steel Culvert Pipe and Pipe Arch (RC).....................................................................................................146 9-05.7(2) Reinforced Concrete Storm Sewer Pipe (RC) .....................................................................................146 rr 9-05.7(3) Concrete Storm Sewer Pipe Joints(RC)..............................................................................................146 9-05.7(4) Testing Concrete Storm Sewer Pipe Joints(RC) .................................................................................146 9-05.9 Steel Spiral Rib Storm Sewer Pipe (RC)...................................................................................................146 9-05.12 Polyvinyl Chloride(PVC) Pipe...............................................................................................................147 9-05.12(3) CPEP Sewer Pipe ..............................................................................................................................147 9-05.14 ABS Composite Sewer Pipe ..................................................................................................................147 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe ...............................................................................................147 9-05.20 Corrugated Polyethylene Storm Sewer Pipe (CPEP).......................................................................148 9-05.20(1) Description ..................................................................................................................................148 9-05.20(2) Pipe Material and Fabrication .....................................................................................................148 9-05.20(3) Fittings and Gaskets.....................................................................................................................148 9-05.20(4) Installation 148 9-05.24 Polypropylene Culvert PiP e, Polypropylene Storm Sewer Pip e.and Polypropylene Sanitary Sewer Pi e148 9-05.24(l) Polypropylene Culvert Pipe and Storm Sewer Pie 148 9-05.24(2) Polypropylene Sanitary Sewer Pie 149 9-05.52 Dense Foam....................................................................................................................................149 9-08 PAINTS 149 ....................................................................................................................................................... 9-08.8 Manhole Coating System Products.........................................................................................................149 9-08.8(1) Coating Systems Specification............................................................................................................149 ► 9-14.1 Topsoil Type A.........................................................................................................................................150 f 9-14.3 Fertilizer..................................................................................................................................................150 9-14.4(3) Bark or Wood Chips ...........................................................................................................................150 9-14.4(8) Compost.............................................................................................................................................150 to 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES..................................................................................151 9-23.9 Fly Ash (RC).............................................................................................................................................151 9-30 WATER DISTRIBUTION MATERIALS............................................................................................................151 9-30.1(1) Ductile Iron Pie RC 151 SW 7`h Street—Special Provisions Page 10 err 06/13/14 9-30.3(1) Gate Valves(3 inches to 12 inches)....................................................................................................151 No 9-30.3(3) Butterfly Valves 152 9-30.3(5) Valve Marker Posts.............................................................................................................................152 VW 9-30.3(7) Combination Air Release/Air Vacuum Valves.....................................................................................152 9-30.3(8) Tapping Sleeve and Valve Assembly...................................................................................................152 ,r„ 9-30.3(9) Blow-Off Assembly.............................................................................................................................152 9-30.5 Hydrants.................................................................................................................................................152 rrr 9-30.5(1) End Connections (RC).........................................................................................................................153 9-30.5(2) Hydrant Dimensions...........................................................................................................................153 9-30.6(4) Service Fittings...................................................................................................................................153 9-30.6(5) Meter Setters.....................................................................................................................................153 wr .r. +rr nr ow rr go w w +r W SW 7"'Street—Special Provisions Page 11 rr ow +�r «rr 3 aw 06/13/14 err SPECIAL PROVISIONS W The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2012 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter(hereafter "Standard rr. Specifications"). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. ow These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, wr alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with +�r Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction,WSDOT/APWA,current edition • City of Renton Standard Details, City of Renton Public Works Department, Current Edition • Public Rights-Of-Way Accessibility Guidelines(PROWAG), current edition Contractor shall obtain copies of these publications, at Contractor's own expense. It is anticipated that this project will be funded in part by the Washington State Department of Ecology. Neither the State of Washington nor any of its departments or employees are, or shall be,a party to this contract or any subcontract. �r 1-01 DEFINITIONS AND TERMS 1-01.1 General Section 1-01.1 is supplemented with: Whenever reference is made to the State, State of Washington, Commission, Department of Transportation, Secretary of Transportation, Owner, Contracting Agency or Engineer, such reference shall be deemed to mean the City of Renton acting through its City Council, employees, and duly authorized representatives for all contracts administered by the City of Renton. All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated ,,. location". 1-01.3 Definitions trr Section 1-01.3 is revised and supplemented by the following: Act of God ow "Act of God" means an earthquake, flood, cyclone, or other cataclysmic phenomenon of nature. A rain, windstorm, high water or other natural phenomenon of unusual intensity for the specific locality of the Work, or SW 7th Street—Special Provisions Page 13 fm 06/13/14 to which might reasonably have been anticipated from historical records of the general locality of the Work, shall not be construed as an act of god. 0 Archaeologist The Contracting Agency's consultant who will administer the archaeological monitoring requirements during the construction program for the Contracting Agency. go Consulting Engineer The Contracting Agency's design consultant, who may or may not administer the construction program for the Contracting Agency. Contract Documents See definition for"Contract". Contract Price Either the unit price, the unit prices, or lump sum price or prices named in the proposal, or in properly ' executed change orders. Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Datesr► Bid Opening Date:The date on which the Contracting Agency publicly opens and reads the bids. Award Date: The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date: The date the Contracting Agency officially binds the agency to the Contract. to Notice to Proceed Date: The date stated in the Notice to Proceed on which the Contract Time begins. no Substantial Completion Date: The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, and only minor incidental Work, replacement of temporary substitute facilities, or correction or repair remains for the physical completion of the total contract. Contract Completion Date: The date by which the Work is contractually required to be physically completed. The Contract Completion Date will be stated in the Notice to Proceed. Revisions of nrt this date will be authorized in writing by the Engineer whenever there is an extension to the Contract time. Completion Date: The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the Contract are fulfilled by the Contractor. Date of Commencement: The date stated in the Notice to Proceed on which the Contract Time begins. Final Acceptance Date: The date the Contracting Agency accepts the Work as complete per the Contract requirements. Day Unless otherwise designated, day(s) as used in the Contract Documents, shall be understood to mean working days. + SW 7`h Street—Special Provisions Page 14 ow 06/13/14 Engineer fm The City Engineer or duly authorized representative, or an authorized member of a licensed consulting firm retained by the Owner for the construction engineering of a specific public works project. Inspector The Owner's authorized representative assigned to make necessary observations of the Work performed or being performed, or of materials furnished or being furnished by the Contractor. �r► Notice of Award The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency's acceptance of the bid. ow Notice to Proceed The written notice from the Contracting Agency or the Engineer to the Contractor authorizing and directing the Contractor to proceed with Work and establishing the date on which the Contract time begins. .w Or Equal Where the term "or equal" is used herein, the Contracting Agency, or the Contracting Agency on recommendation of the Engineer, shall be the sole judge of the quality and suitability of the proposed substitution. The responsibility and cost of furnishing necessary evidence, demonstrations, or other information required to obtain the approval of alternative materials or processes by the Owner shall be entirely borne by the Contractor. Owner The City of Renton or its authorized representative also referred to as Contracting Agency. Performance and Payment Bond Same as"Contract Bond" defined in the Standard Specifications. Plans The Contract Plans and/or Standard Plans which show location, character, and dimensions of prescribed Work including layouts, profiles, cross-sections, and other details. Drawings may either be bound in the same book as the balance of the Contract Documents or bound in separate sets, and are a part of the Contract Documents, regardless of the method of binding. The terms "Standard Drawings" or "Standard Details" generally used in Specifications refers to drawings bound either with the specification documents or included with the Plans or ow the City of Renton Standard Plans. Points Wherever reference is made to the Engineer's points,this shall mean all marks, bench marks, reference points, WA stakes, hubs,tack, etc., established by the Engineer for maintaining horizontal and vertical control of the Work. Provide Means"furnish and install"as specified and shown in the Plans. Secretary,Secretary of Transportation The chief executive officer of the Department and other authorized representatives. The chief executive officer to the Department shall also refer to the Department of Public Works Administrator. Shop Drawings Same as"Working Drawings" defined in the Standard Specifications. Special Provisions Modifications to the Standard Specifications and their amendments that apply to an individual project. The special provisions may describe Work the Specifications do not cover. Such Work shall comply first with the +r. SW 7th Street—Special Provisions Page 15 rr 06/13/14 M Special Provisions and then with any Specifications that apply. The Contractor shall include all costs of doing this Work within the bid prices. to State The state of Washington acting through its representatives. The State shall also refer to The City of Renton and its authorized representatives where applicable. me Supplemental Drawings and Instructions Additional instructions by the Engineer at request of the Contractor by means of drawings or documents to necessary, in the opinion of the Engineer,for the proper execution of the Work. Such drawings and instructions are consistent with the Contract Documents. Traffic at Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists,wheelchairs,and equestrian traffic. Utility Public or private fixed improvement for the transportation of fluids, gases, power, signals, or communications and shall be understood to include tracks, overhead and underground wires, cables, pipelines, conduits, ducts, sewers, or storm drains. so 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1-02.1 Qualifications of Bidder (******) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1)to be considered a responsible bidder and qualified to be awarded a public works project. 1-02.2 Plans and Specifications " Delete this Section and replace it with the following: (******) Information as to where Bid Documents can be obtained or reviewed will be found in the Call for Bids (Advertisement for Bids)for the Work. After award of the Contract, Plans and Specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced Plans (11"x 4 Furnished �r► 17") and contract automatically upon provisions award Large Plans(22"x 34") 4 Furnished only upon request Special Provisions 4 Furnished automatically upon award Additional Plans and Contract Provisions may be purchased by the Contractor by payment of the cost stated in the Call for Bids. 1-02.4(2) Subsurface Information Section 1-02.4(2) is supplemented with the following: SW 7`h Street—Special Provisions Page 16 err 06/13/14 A geotechnical study for the SW 7th Street/Naches Avenue SW Storm System Improvement Project was 4W conducted by HWA GeoSciences, Inc. The findings and recommendations of HWA GeoSciences, Inc. are summarized in a report contained in the Geotechnical Report section of the Specifications. 1-02.5 Proposal Forms Delete this Section and replace it with the following: At the request of the bidder, the Contracting Agency will provide a proposal form for any project on which the bidder is eligible to bid. The proposal form will identify the project and its location and describe the Work. It will also list estimated VW quantities, units of measurement, the items of Work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit bid prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and 4W acknowledgement of addenda; the bidder's name, address, telephone number, and signature; and a State of Washington Contractor's Registration Number. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the proposal form. to The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such are to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the proposal forms unless otherwise specified. The Contracting Agency reserves the right to reject any bids so that fail to provide a cost proposal on all alternates and additives set forth in the proposal forms. Any correction to a bid made by interlineations, alteration,or erasure, shall be initialed by the signer of the bid. The bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. as A bid by a corporation shall be executed in the corporate name, by the president or a vice president (Or other corporate officer accompanied by evidence of authority to sign). ow A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. aw A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. am '1-02.6 Preparation of Proposal (June 27, 2011 APWA GSP) Modification as Supplement the second paragraph with the following: • 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the last paragraph, and replace it with the following: The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be r satisfied through such an agreement. SW 7th Street—Special Provisions Page 17 No 06/13/14 A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. 1-02.6(1) Proprietary Information 1-02.6(1) is a new Section. Vendors should, in the bid proposal, identify clearly any material(s), which constitute "(valuable) formula, designs drawings, and research data" so as to be exempt from public disclosure, RCW 42.17.310, or any materials otherwise claimed to be exempt, along with a Statement of the basis for such claim of exemption. The Department (or State) will give notice to the vendor of any request for disclosure of such information received within 5 (five) years from the date of submission. Failure to so label such materials or failure to timely respond after notice of request for public disclosure has been given shall be deemed a waiver by the submitting vendor of any claim that such materials are, in fact, so exempt. 1-02.7 Bid Deposit Section 1-02.7 is supplemented with the following: Bid Bonds shall contain the following: a. Number assigned to the project by the Contracting Agency; b. Name of the project; c. The Contracting Agency named as obligee; so d. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; e. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany said signature; f. The signature of the surety's officer empowered to sign the bond form included in the Contract Provision. 1-02.9 Delivery of Proposal Revise the first paragraph to read: (******) Each proposal shall be submitted in a sealed envelope, with Proiect Name and Proiect Number as stated in the Advertisement for Bids, clearly marked on the outside of the envelope. Or as otherwise stated in the Bid Documents,to ensure proper handling and delivery. 1-02.12 Public Opening of Proposals Section 1-02.12 is supplemented with the following: The Contracting Agency reserves the right to postpone the date and time for bid opening. Notification to bidder will be by addenda. 1-02.13 Irregular Proposals Revise item I to read: (******) 1. A proposal will be considered irregular and will be rejected if: SW 7 th Street—Special Provisions Page 18 Ow 06/13/14. a. The bidder is not prequalified when so required; '" b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The complete proposal form contains any unauthorized additions, deletions, alternate bids, rr or conditions; d. The bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the bid proposal; f. The proposal form is not properly executed; Ow g. The bidder fails to submit or properly complete a subcontractor list, if applicable, as required in Section 1-2.6 aw h. The bidder fails to submit or properly complete a Disadvantaged, Minority or Women's Business Enterprise Certification, if applicable, as required in Section 1-02.6;or L The bid proposal does not constitute a definite and unqualified offer to meet the material Aw terms of the bid invitation. j. More than one proposal is submitted for the same project from a Bidder under the same or err different names. 1-02.14 Disqualification of Bidders Revise this section to read: 1. A bidder will be deemed not responsible and the proposal rejected if the bidder does not meet the responsibility criteria in RCW 39.04. 2. A bidder may be deemed not responsible and the proposal rejected if: a. More than one proposal is submitted for the same project from a bidder under the same or %W different names; b. Evidence of collusion exists with any other bidder or potential bidder. Participants in collusion will be restricted from submitting further bids; •r c. The bidder, in the opinion of the Contracting Agency, is not qualified for the Work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as me may have been determined by a Dreg ualification of the bidder; d. An unsatisfactory performance record exists based on past or current Contracting Agency Work or for Work done for others, as judged from the standpoint of conduct of the Work; workmanship; progress; affirmative action; equal employment opportunity practices; or Disadvantaged Enterprise, Minority Enterprise,or Women's Business Enterprise utilization. e. There is uncompleted Work (Contracting Agency or otherwise) which might hinder or prevent the +r. prompt completion of the Work bid upon; f. The bidder failed to settle bills for labor or materials on past or current contracts; g. The bidder has failed to complete a written public contract or has been convicted of a crime arising ■r from a previous public contract; h. The bidder is unable,financially or otherwise,to perform the Work; err i. A bidder is not authorized to do business in the State of Washington (not registered in accordance with RCW 18.27) aw SW 7th Street—Special Provisions Page 19 No 06/13/14 j. The bidder, in the opinion of the Contracting Agency, does not meet the supplemental qualifications criteria as stated in Section 1-02.1(1). k. There are any other reasons deemed proper by the Contracting Agency. 1-02.15 Pre Award Information Revise this section to read: Before awarding any contract,the Contracting Agency may require one or more of these items or actions of: ► 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used; 2. Samples of these materials for quality and fitness tests; 3. A progress schedule (in a form the Contracting Agency requires) showing the order of time required for the various phases of Work; 4. A breakdown of costs assigned to any bid item; r 5. Attending at a conference with the Engineer or representatives of the Engineer; 6. Obtain, and furnish a copy of, a business license to do business in the city and/or county where the Work is located; 7. A copy of State of Washington Contractor's Registration; or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of bids Section 1-03.1 is supplemented with the following: Bidders are required to provide a total bid for all of Schedule A and Schedule B, and a total for all of Schedule A and all of Schedule B combined. The Contracting Agency will select the lowest bid based on the total of the at Schedule A and B. No partial bids will be accepted. 1-03.2 Award of Contract Section 1-03.2 is supplemented with the following: (******) The Contract, bond form, and all other forms requiring execution, together with a list of all other forms or documents required to be submitted by the successful bidder, will be forwarded to the successful bidder within 10 days of the award. The number of copies to be executed by the Contractor shall be determined by the Contracting Agency. 1-03.3 Execution of Contract Section 1-03.3 is revised and supplemented as follows: (******) .r Within 10 calendar days after receipt from the City of the forms and documents required to be completed by the Contractor, the successful bidder shall return the signed Contracting Agency-prepared contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1- ro 03.4. Before execution of the Contract by the Contracting Agency, the successful bidder shall provide any pre- award information the Contracting Agency may require under Section 1-02.15. SW 7`h Street—Special Provisions Page 20 wr 06/13/14 Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any Work begin within the project limits or within Contracting Agency-furnished sites. The Contractor shall bear all risks for any Work begun outside such areas and for any materials ordered before the Contract is executed by the Contracting Agency. wr If the bidder experiences circumstances beyond their control that prevents return of the Contract documents within 10 calendar days after the award date, the Contracting Agency may grant up to a maximum of 10 additional calendar days for return of the documents, provided the Contracting Agency deems the rr circumstances warrant it. The Contracting Agency is prohibited by RCW 39.06.010 from executing a contract with a Contractor who is not registered or licensed as required by the laws of the state. In addition,the Contracting Agency requires persons �+ doing business with the Contracting Agency to possess a valid City of Renton business license prior to award. When the Bid Form provides spaces for a business license number, a Washington State Contractors registration number, or both the Bidder shall insert such information in the spaces provided. The Contracting Agency requires legible copies of the Contractor's Registration and business license be submitted to the Engineer as part of the Contracting Agency's post-award information and evaluation activities. 1-03.4 Contract Bond Revise the first paragraph to read: The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on the Contracting Agency-furnished form; 2. Be signed by an approved surety(or sureties)that: a. Is registered with the Washington State Insurance Commissioner,and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner; +r 3. Be conditioned upon the faithful performance of the Contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any w claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor)to faithfully perform the Contract,or b. Of the Contractor (subcontractors, or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tie subcontractors, material person, or any other person who provides supplies or provisions for carrying out Work; 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice- president, unless accompanied by a written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice-president). 1-03.7 Judicial Review Revise the last sentence to read: ow The venue of all causes of action arising from the advertisement, award, execution, and performance of the Contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. or SW 7th Street—Special Provisions Page 21 +w. 06/13/14 1-04 SCOPE OF WORK r 1-04.2 Coordination of Contract Documents, Plans, Special Provisions Specifications, and Addenda Revise the second paragraph to read: Any inconsistency in the parts of the Contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4,and so forth): so 1. Addenda 2. Proposal Form 3. Special Provisions 4. Contract Plans 5. Contracting Agency's Standard Plans(if any) ,rr 6. Amendments to the Standard Specifications 7. WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction rw 8. WSDOT/APWA Standard Plans for Road, Bridge and Municipal Construction 1-04.3 Contractor-Discovered Discrepancies Section 1-04.3 is a new section: Upon receipt of award of contract, the Contractor shall carefully study and compare all the components of the Contract Documents and other instructions, and check and verify all field measurements. The Contractor shall, prior to ordering material or performing Work, report in writing to the Engineer any error, inconsistency, or omission in respect to design or mode of construction, which is discovered. If the Contractor, in the course of this study or in the accomplishment of the Work, finds any discrepancy between the Plans and the physical condition of the locality as represented in the Plans, or any such errors or omissions in respect to design or mode of construction in the Plans or in the layout as given by points and instructions, it shall be the Contractor's duty to inform the Engineer immediately in writing, and the Engineer will promptly check the same. Any Work done after such discovery, until correction of Plans or authorization of extra Work is given, if the Engineer finds that extra Work is involved, will be done at the Contractor's risk. If extra Work is involved, the procedure shall be as provided in Section 1-04.4 of the Standard Specifications. 1-04.4 Changes The last two paragraphs are replaced with the following: Renton does not have a formal policy or guidelines on cost reduction alternatives, but will evaluate such proposals by the Contractor on a case-by-case basis. 1-04.4(1) Minor Changes Section 1-04.4(1) is supplemented as follows: Payments and credits will be determined in accordance with Section 1-09.4 of the Standard Specifications. For the purpose of providing a common proposal for all bidders,the Contracting Agency has entered an amount for "Minor Change" in the Proposal to become a part of the total bid by the Contractor. 1-04.8 Progress Estimates and Payments Section 1-04.8 is supplemented as follows: SW 7 th Street—Special Provisions Page 22 Wn 06/13/14 .ri The Contractor is encouraged to provide to the Engineer prior to progress payments an estimate of "Lump Sum" Work accomplished to date. The Engineer's calculations and decisions shall be final in regard to the actual percentage of any lump sum pay item accomplished and eligible for payment unless another specific rr. method of calculating lump sum payments is provided elsewhere in the Specifications. 1-04.11 Final Cleanup Section 1-04.11 is supplemented as follows: All salvage material as noted on the Plans and taken from any of the discarded facilities shall, at the Engineer's +��+► discretion, be carefully salvaged and delivered to the City shops. Any cost incurred in salvaging and delivering such items shall be considered incidental to the project and no compensation will be made. The Contract price for"Finish and Cleanup, Lump Sum," shall be full compensation for all Work, equipment and materials required to perform final cleanup. If this pay item does not appear in the Contract Documents then final cleanup shall be considered incidental to the Contract and to other pay item and no further compensation shall be made. it 1-05 CONTROL OF WORK No 1-05.4 Conformity With and Deviation from Plans and Stakes Section 1-05.4 is supplemented with the following: ******) to If the project calls for the Contractor supplied surveying, the Contractor shall provide all required survey Work, including such Work as mentioned in Sections 1-05, 1-11 and elsewhere in these Specifications as being provided by the Engineer. All costs for this survey Work shall be included in "Contractor Supplied Surveying," per lump sum. The Engineer or the Contractor supplied surveyor will provide construction stakes and marks establishing lines, err slopes, and grades as stipulated in Sections 1-05.4 and will perform such Work per Section 1-11. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from the Engineer or the Contractor supplied surveyor furnished stakes and marks. The Contractor shall provide a work site, which has been prepared to permit construction staking to proceed in a safe and orderly manner. The Contractor shall keep the Engineer or the Contractor supplied surveyor informed of staking requirements and provide at least 48 hours' notice to allow the Engineer or the Contractor supplied surveyor adequate time for setting stakes. The Contractor shall carefully preserve stakes, marks, and other reference points, including existing monumentation, set by Contracting Agency forces. The Contractor will be charged for the costs of replacing stakes, markers and monumentation that were not to be disturbed but were destroyed or damaged by the Contractor's operations.This charge will be deducted from monies due or to become due to the Contractor. rrr Any claim by the Contractor for extra compensation by reason of alterations or reconstruction Work allegedly due to error in the Engineer's line and grade, will not be allowed unless the original control points set by the Engineer still exist, or unless other satisfactory substantiating evidence to prove the error was furnished by the Engineer. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report the Contractor shall be liable for any error in alignment or grade. The Contractor shall provide all surveys required. All survey Work shall be done in accordance with Section 1- 11 SURVEYING STANDARDS of these Specifications. wr SW 7th Street—Special Provisions Page 23 06/13/14 ft The Contractor shall keep updated survey field notes in a standard field book and in a format set by the Engineer, per Section 1-11.1(4). These field notes shall include all survey Work performed by the Contractor's surveyor in establishing line, grade and slopes for the construction Work. Copies of these field notes shall be provided the Engineer upon request and upon completion of the Contract Work the field book or books shall be submitted to the Engineer and become the property of the Contracting Agency. If the survey Work provided by the Contractor does not meet the standards of the Engineer, then the Contractor shall, upon the Engineer's written request, remove the individual or individuals doing the survey Work and the survey Work will be completed by the Engineer at the Contractor's expense. Costs for completing +err the survey Work required by the Engineer will be deducted from monies due or to become due the Contractor. All costs for survey Work required to be performed by the Contractor shall be included in the prices bid for the various items which comprise the improvement or be included in the bid item for "Contractor Supplied 40 Surveying" per lump sum if that item is included in the contracts. 1-05.4(3) Contractor Supplied Surveying Section 1-05.4(3) is a new section: When the Contract provides for Contractor Supplied Surveying, the Contractor shall supply the survey Work required for the project. The Contractor shall retain as a part of the Contractor Organization an experienced team of surveyors under the direct supervision of a professional land surveyor licensed by the State of Washington. All survey Work shall be done in accordance with Sections 1-05.4 and 1-11. The Contractor and/or the Surveyor shall inform the Engineer in writing of any errors, discrepancies, and omissions to the Plans that prevent the Contractor and/or the Surveyor from constructing the project in a ft manner satisfactory to the Engineer. All errors, discrepancies, and omissions must be corrected to the satisfaction of the Engineer before the survey Work may be continued. The Contractor shall coordinate his Work with the Surveyor and perform his operations in a manner to protect all survey stakes from harm. The Contractor shall inform the Surveyor of the Contractor's intent to remove any survey stakes and/or points before physically removing them. The Surveyor shall be responsible for maintaining As-Built records for the project. The Contractor shall w► coordinate his operations and assist the Surveyor in maintaining accurate As-Built records for the project. If the Contractor and the Surveyor fail to provide, as directed by the Engineer and/or these Plans and Specifications, accurate As-Built records and other Work the Engineer deems necessary, the Engineer may elect to provide at Contractor expense, a surveyor to provide all As-Built records and other Work as directed by the Engineer. The Engineer shall deduct expenses incurred by the Engineer-supplied surveying from monies owed to the Contractor. Payment per Section 1-04.1 for all Work and materials required for the full and complete survey Work required to complete the project and As-Built drawings shall be included in the lump sum price for "Construction No Surveying,Staking,and As-Builts." 1-05.4(4) Contractor Provided As-Built Information Section 1-05.4(4) is a new section: It shall be the Contractors responsibility to record the location prior to the backfilling of the trenches, by centerline station, offset, and depth below pavement, of all existing utilities uncovered or crossed during his Work as covered under this project. It shall be the Contractor's responsibility to have his Surveyor locate by centerline station, offset and elevation rr each major item of Work done under this contract per the survey standard of Section 1-11. Major items of Work shall include but not be limited to: Manholes, Catch basins and Inlets, Valves, vertical and Horizontal SW 7th Street—Special Provisions Page 24 ire 06/13/14 Bends, Junction boxes, Cleanouts, Side Sewers, Street Lights & Standards, Hydrants, Major Changes in Design 1W Grade,Vaults, Culverts, Signal Poles,and Electrical Cabinets. After the completion of the Work covered by this contract, the Contractor's Surveyor shall provide to the City the hard covered field book(s) containing the as-built notes and one set of white prints of the project drawings �r► upon which he has plotted the notes of the Contractor locating existing utilities, and one set of white prints of the project drawings upon which he has plotted the as-built location of the new Work as he recorded in the field book(s). This drawing shall bear the Surveyor's seal and signature certifying its accuracy. All costs for as-built Work shall be included in the Contract item "Construction Surveying, Staking, and As- Builts", lump sum. r 1-05.7 Removal of Defective and/or Unauthorized Work Section 1-05.7 is supplemented as follows: Upon written notice from the Engineer, the Contractor shall promptly replace and re-execute Work by Contractor forces, in accordance with the intent of the Contract and without expense to the Owner, and shall bear the expense of making good all Work of other contractors destroyed or damaged by such removal or replacement. If the Contractor does not remove such condemned Work and materials and commence re-execution of the Work within 7 calendar days of written notice from the Engineer, or fails to perform any part of the Work required by the Contract Documents,the Owner may correct and remedy such Work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. In that case,the Owner may store removed material. s Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized Work, or Work the Contractor failed or refused to perform, shall be paid by the Contractor. rr Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of Work of others destroyed or damaged by correction, r removal,or replacement of the Contractor's unauthorized Work. If sufficient funds do not remain in the Contract and the Contractor does not pay the cost of such removal and storage within 10 calendar days from the date of the notice to the Contractor of the fact of such removal, the go Owner may, upon an additional 10 calendar days written notice, sell such materials at public or private sale, and deduct all costs and expenses incurred from monies due to the Contractor, including costs of sale, and accounting to Contractor for the net proceeds remaining. The Owner may bid at any such sale. The Contractor 60 shall be liable to the Owner for the amount of any deficiency from any funds otherwise due the Contractor. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation,the Engineer may have the defective and unauthorized Work corrected immediately, have aw the rejected Work removed and replaced, or have Work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the to public,the Property Owner and the Property Owner's property. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the Work attributable to the exercise of the Contracting Agency's rights provided by this section. .. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform qW the Work as required. 1-05.10 Guarantees Section 1-05.10 is supplemented as follows: aw SW 7th Street—Special Provisions Page 25 ow 06/13/14 If within one year after the Acceptance Date of the Work by the Contracting Agency, defective and/or ' unauthorized Work is discovered,the Contractor shall promptly, upon written order by the Contracting Agency, return and in accordance with the Engineer's instructions, either correct such Work, or if such Work has been rejected by the Engineer, remove it from the project site and replace it with non-defective and authorized Work, all without cost to the Contracting Agency. If the Contractor does not promptly comply with the written order to correct defective and/or unauthorized Work, or if an emergency exists, the Contracting Agency reserves the right to have defective and/or unauthorized Work corrected or removed and replaced pursuant to +wr' Section 1-05.7 "Removal of Defective and/or Unauthorized Work." The Contractor agrees the above one year limitation shall not exclude or diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and/or unauthorized Work discovered after one year but prior to the expiration of the legal time period set forth in RCW 4.16.040 limiting actions upon a contract in writing,or liability expressed of implied arising out of a written agreement. The Contractor shall warrant good title to all materials, supplies, and equipment purchased for,or incorporated in the Work. Nothing contained in this paragraph, however, shall defeat or impair the right of persons furnishing materials or labor, to recover under any bond given by the Contractor for their protection, or any rights under any law permitting such persons to look to funds due the Contractor in the hands of the Contracting Agency. The provisions of this paragraph shall be inserted in all subcontracts and material contracts, and notice of its provisions shall be given to all persons furnishing materials for the Work when no formal contract is entered into for such materials. 1-05.11 Final Inspection 1-05.11(1) Substantial Completion Date Section 1-05.11(1) is a new section: When the Contractor considers the Work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Engineer will schedule an inspection of the Work with the Contractor to determine the status of completion. To be considered substantially complete the following conditions must be met: 1. The Contracting Agency must have full and unrestricted use and benefit of the facilities both from the operational and safety standpoint. 2. Only minor incidental Work, replacement of temporary substitute facilities, or correction of repair Work remains to reach physical completion of the Work. The Contractor's request shall list the specific items of Work in subparagraph two above that remains to be completed in order to reach physical completion. The Engineer may also establish the Substantial Completion Date unilaterally. If after this inspection, the Engineer concurs with the Contractor that the Work is substantially complete and ready for its intended use,the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the Work substantially complete and ready for its intended use,the Engineer will, by written notice,so notify the Contractor giving the reasons therefore. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the Work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the Work. SW 7`"Street—Special Provisions Page 26 so 06/13/14 The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the ,,,w Contractor considers the Work physically complete and ready for Final Inspection. 1-05.11(2) Final Inspection and Physical Completion Date r Section 1-05.11(2) is a new Section: When the Contractor considers the Work physically complete and ready for Final Inspection, the Contractor, by Written Notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for Final Inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the Final Inspection reveals the Work incomplete or •• unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective Work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies.This process will continue until the Engineer is satisfied the listed wrr deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the Written Notice listing the deficiencies, the Engineer may, upon Written Notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.8. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the Work attributable to the exercise of the Engineer's right hereunder. �r Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the Work was considered physically complete, that date shall constitute the Physical Completion Date of the Contract, but shall not imply all the obligations of the Contractor under the Contract have been fulfilled. 1-05.11(3) Operational Testing Section 1-05.11(3) is a new section: Unless otherwise noted in the Contract Documents, the Contractor shall give the Engineer a minimum of 3 working days' notice of the time for each test and inspection. If the inspection is by another authority than the Engineer, the Contractor shall give the Engineer a minimum of 3 working days' notice of the date fixed for such aw inspection. Required certificates of inspection by other authority than the Engineer shall be secured by the Contractor. It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable .. system. Therefore, when the Work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar Work, it may be desirable for the Engineer to have the Contractor operate and test the Work for a period of time, after final inspection but prior to the physical completion date. Whenever items of Work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. o The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. +rr SW 7h Street—Special Provisions Page 27 err 06/13/14 Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. 1-05.12 Final Acceptance The third and fourth sentences in paragraph 1 are deleted and replaced with: The Final Acceptance date shall be that date in which the Renton City Council formally approves acceptance of the Contract. 1-05.13 Superintendents, Labor and Equipment of Contractor Revise the seventh paragraph to read: Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section 1-02.1, the Contracting Agency will take these performance reports into account. Aw 1-05.14 Cooperation with Other Contractors Section 1-05.14 is supplemented as follows: The Contractor shall afford the Owner and other contractors working in the area reasonable opportunity for the introduction and storage of their materials and the execution of their respective Work, and shall properly connect and coordinate the Contractor's Work with theirs. Other utilities, districts,agencies,and contractors who may be working within the project area are: 1. Puget Sound Energy(gas and electric) 2. AT&T Broadband 3. Qwest Communications 4. City of Renton (water, sewer,transportation) 5. Soos Creek Sewer and Water District so 6. Cedar River Sewer and Water District 7. Skyway Sewer and Water District 8. Private contractors employed by adjacent property owners 9. Burlington Northern Santa Fe Railroad 10. 360 Networks USA, 11. Comcast 12. Level 3 Communications 13. ZAYO Group(formerly Abovenet Communications, Inc.) ' 14. Olympic Pipeline Company 15. MCI, 16. Allstream 17. T W Telecom 18. XO Communications The Contractor shall coordinate with City of Renton on tying into any existing electrical service cabinet. In addition, the following specific utility relocations are being performed either prior to construction or during construction which will require coordination with the Contractor. M► SW 7th Street—Special Provisions Page 28 wr ON 06/13/14 PSE ow The Existing 4-inch gas main along Naches Ave SW will be relocated to the east of the new 60-inch storm trunk (from approx. STA 10+30 — 13+18) by PSE before construction of Project begins. New 60-inch storm will be installed underneath the relocated gas main at section 13+18 (approx.). At approx. STA 15+80,the new 60-inch r storm trunk will be constructed above the relocated 4-inch gas main. Contractor shall verify location of 4-inch gas main prior of beginning of construction through potholing. Contractor shall coordinate work with PSE (Kathy Johnson at 206-240-2782). wa ZAYO GROUP(formerly Abovenet) At STA 16+18,the existing fiber optic line owned by ZAYO will be a conflict. ZAYO will deactivate the line prior to beginning of construction. Contractor will remove the conduit, cut the ends and maintain the trench open for ZAYO to repair the line on top of the 60-inch storm. Contractor shall coordinate with Scott Morrison (253-441- 0653) no less than 3 days in advance. Century Link No utility conflicts are expected with Century Link in the installation of the 60-inch storm. However, one or more crossings have not been potholed and will need to be potholed as a part of construction. Contractor will be responsible for coordinating with Century Link's inspector at least 3-days in advance for field assistance onsite during construction in case unexpected conflicts arise. Paul Long(425-345-6258) is Century Link Construction Inspector. r.. 1-05.16 Water and Power Section 1-05.16 is a new Section: The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the Work, unless the Contract includes power and water as a pay item. r 1-05.17 Oral Agreements Section 1-05.17 is a new section: No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the Contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the Contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-05.18 Contractor's Daily Diary Section 1-05.18 is a new section: r The Contractor and subcontractors shall maintain and provide to the Engineer a Daily Diary Record of this Work. This diary will be created by pen entries in a hardbound diary book of the type that is commonly available through commercial outlets. The diary must contain the Project and Number; if the diary is in loose- leaf form, this information must appear on every page. The diary must be kept and maintained by the Contractor's designated project superintendent(s). Entries must be made on a daily basis and must accurately represent all of the project activities on each day. At a minimum,the diary shall show on a daily basis: 1. The day and date. wr SW 7th Street—Special Provisions Page 29 err 06/13/14 ut 2. The weather conditions, including changes throughout the day. 3. A complete description of Work accomplished during the day with adequate references to the Plans so and Contract Provisions, so that the reader can easily and accurately identify said Work in the Plans. Identify location/description of photographs or videos taken that day. 4. An entry for each and every changed condition, dispute or potential dispute, incident, accident, or occurrence of any nature whatsoever which might affect the Contractor, the Owner, or any third party in any manner. 5. Listing of any materials received and stored on- or off-site by the Contractor for future installation, to include the manner of storage and protection of the same. 6. Listing of materials installed during each day. 7. List of all subcontractors working on-site during each day. 8. Listing of the number of the Contractor's employees working during each day by category of employment. 9. Listing of the Contractor's equipment working on the site during each day. Idle equipment on the site shall be listed and designated as idle. 10. Notations to explain inspections, testing, stake-out, and all other services furnished by the Owner or other party during each day. 11. Entries to verify the daily (including non-Work days) inspection and maintenance of traffic control devices and condition of the traveled roadway surfaces. The Contractor shall not allow any conditions to develop that would be hazardous to the public. 12. Any other information that serves to give an accurate and complete record of the nature, quantity, and quality of Contractor's progress on each day. 13. Plan markups showing locations and dimensions of constructed features to be used by the Engineer to produce record drawings. 14. All pages of the diary must be numbered consecutively with no omissions in page numbers. 15. Each page must be signed and dated by the Contractor's official representative on the project. The Contractor may use additional sheets separate from the diary book if necessary to provide a complete diary record, but they must be signed, dated, and labeled with project name and number. w It is expressly agreed between the Contractor and the Owner that the Daily Diary maintained by the Contractor shall be the "Contractor's Book of Original Entry" for the documentation of any potential claims or disputes that might arise during this contract. Failure of the Contractor to maintain this diary in the manner described + above will constitute a waiver of any such claims or disputes by the Contractor. The Engineer or other Owner's representative on the job site will also complete a Daily Construction Report. sw 1-06 CONTROL OF MATERIAL 1-06.1 Approval of Materials Prior to Use Section 1-06.1 is supplemented as follows: The materials and equipment lists submitted to the Engineer at the Preconstruction Conference shall include the quantity, manufacturer, and model number, if applicable, of materials and equipment to be installed under the Contract. This list will be checked by the Engineer as to conformity with the Contract Documents. The rif Engineer will review the lists within 10 working days, noting required corrections. The Contractor shall make required corrections and file 2 corrected copies with the Engineer within one week after receipt of required SW 7 th Street—Special Provisions Page 30 ar 06/13/14 corrections. The Engineer's review and acceptance of the lists shall not relieve the Contractor from responsibility for suitability for the intended purpose, nor for deviations from the Contract Documents. Project data and samples shall be approved by the Engineer and Owner prior to placement of purchase orders for equipment and materials. Equipment and materials which are constructed, installed or incorporated prior to submittal for review and approval by the Engineer, may not be accepted by the Owner and shall be removed by the Contractor when so ordered by the Engineer. The review by the Engineer or product data or other submittals is only for conformance with the general design concept of the project and does not extend to consideration of structural integrity, safety, detailed compliance with contract requirements of any other obligation of the Contractor. Any review action taken is further subject to the requirements of the plans and specifications. iwr The Contractor is responsible for preparation and review of all shop drawings confirming and correlating all dimensions; fabricating and construction techniques; coordinating his work with that of all other trades; and the satisfactory performance of his entire work in strict accordance with the contract documents. The review of project data by the Engineer shall not relieve the Contractor from his obligation fully to perform all contract requirements, nor shall such review give rise to any right of action or suit in favor of the Contractor or third persons, against the Engineer or the Owner. The following submittal items shall be provided to the Engineer by the Contractor. Additional submittal information shall be provided to the Engineer by the Contractor if required by the Engineer or as elsewhere required in the Specifications. Section Description Required Submittal Date 1-07.15 Temporary Water Pollution/Erosion Submit as part of the Work Plan (within 10 Control Plan (including Creek Bypass Plan days of Notice of Award) sw and temporary stormwater diversions) 1-07.15 Storm Water Pollution Prevention Plan Submit as part of the Work Plan (within 10 days of Notice of Award) ,W 1-07.18 Evidence of Insurance Submit within 20 days of Notice of Award 1-08.0 Preliminary Matters Submit at or prior to Preconstruction meeting Approval of qualified subcontractors (bring list of subcontractors if different from list submitted with bid) Contractors Plan of operation List of materials fabricated or manufactured off the project Material sources on the project Names of Principal Suppliers .r Detailed equipment list, including"Rental Rate Blue Book" hourly costs(both „w working and standby rates) Weighted wage rates for all employee classifications anticipated to be used on SW 7th Street—Special Provisions Page 31 06/13/14 Section Description Required Submittal Date this project Cost percentage breakdown for lump sum bid items Preliminary List of Shop Drawings 1-08.3 Progress Schedule Submit as part of the Work Plan (within 14 days of Notice of Award) 1- Work Plan Within 10 days of Notice of Award 09.14(2) 1- Disposal Sites Submit as part of the Work Plan (within 10 09.14(2) days of Notice of Award) 1- Mobilization Plan Submit as part of the Work Plan (within 10 09.14(2) days of Notice of Award) 1-10.1 Traffic Control Plan Submit as part of the Work Plan (within 10 ► days of Notice of Award) 1-10.2 (2) Pedestrian Handling Plan 1- As-Built Survey Following completion of final punch list 11.1(11) items 2-05.3(2) Health and Safety Plan Submit as part of the Contaminated Soil , and Groundwater Handling Management Plan (within 10 days of Notice of Award) 2-05.3(3) Contaminated Soil and Groundwater Submit as part of the Work Plan (within 10 ` Handling and Management Plan days of Notice of Award) 2-08.1(1) Temporary Dewatering Plan 2 weeks prior to the Preconstruction dt Conference 5-04.3 HMA Materials 2 weeks prior to installation 7-04 Storm Sewer Materials 2 weeks prior to the Preconstruction Conference 7-05 Manholes, Inlets, and Catch Basins 3 weeks prior to installation rri 7-05.3(6) Precast Vault Submittal 3 weeks prior to installation 7-08 Bedding and Backfill Materials By Preconstruction Conference rr 7-08.3 Excavation and Shoring Plan By Preconstruction Conference 7-11 Pipe, Fittings and Valves for Water Main 3 weeks prior to installation 8-02.2 Plant Material Source List 3 weeks prior to installation 8-02.3 Roadside Work Plan 1 weeks prior to installation 8-05 Stormwater Treatment Units 3 weeks prior to installation SW 7th Street—Special Provisions Page 32 rrr 06/13/14 Section Description Required Submittal Date 4" 9-03.22 Cement Based Grout 2 weeks prior to installation 9-14.1 Topsoil Type A and C 2 weeks prior to installation 1-06.2(1) Samples and Tests for Acceptance Section 1-06.2(1) is supplemented a follows: ow The finished Work shall be in accordance with approved samples. Approval of samples by the Engineer does not relieve the Contractor of responsibility for performance of the Work in accordance with the Contract Documents. 1-06.2(2) Statistical Evaluation of Materials for Acceptance , . Section 1-06.02(2) is supplemented by adding the following: Unless stated otherwise in the special provisions, statistical evaluation will not be used by the City of Renton. ,,,E 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed Section 1-07.1 is supplemented as follows: The Contractor shall erect and properly maintain, at all times, as required by the conditions and progress of the ,.,. Work, all necessary safeguards for protection of workers and the public; shall post danger signs warning against known or unusual hazards; and shall designate as Safety Supervisor, a responsible employee on the construction site whose duty shall be the enforcement of safety. The name and position of such person so w� designated shall be reported in writing to the Engineer by the Contractor. The Contractor shall, at all times, enforce strict discipline and good order among all employees and shall not employ any person unfit or not skilled in the Work assigned to him/her. Necessary sanitation conveniences for the use of the workers on the job, properly secluded from public observation, shall be provided and maintained by the Contractor. rrr In cases of conflict between different safety regulations,the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well-known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all +•+ employees, procedures for ensuring immediate removal to a hospital or doctor's care, and persons, including employees, who may have been injured on the project site. Employees should not be permitted to Work on the project site before the Contractor has established and made known procedures for removal of injured i•► persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, SW 7th Street—Special Provisions Page 33 rrr 06/13/14 use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the Work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures, in, on,or near the project site. 1-07.2 State Sales Tax Delete this section, including its sub-sections, in its entirety and replace it with the following: 1-07.2(1) General The Washington State Department of Revenue has issued special rules on the state sales tax. Sections 1-07.2(1) through 1-07.2(4) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(3) describes this exception. The Contracting Agency will pay the retained percentage only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.050). The Contracting Agency may deduct from its payments to the Contractor any amount the y Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper state fund. 1-07.2(2) State Sales Tax—Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as part of the street or road drainage system, and power lines when such are part of the roadway lighting system. For Work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the Work. 1-07.2(3) State Sales Tax—Rule 170 WAC 458-20-170, and its related rules, applies to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to; the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road k drainage system; telephone, telegraph,electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For Work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into r the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. SW 7th Street—Special Provisions Page 34 ,i aw 06/13/14 1-07.2(4) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services(as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.5 Environmental Regulations 1-07.5(3) State Department of Ecology Section 1-07.5(3) is supplemented as follows: ww� State Interest Exclusion It is anticipated that this project will be funded by the Washington State Department of Ecology's FY 2012 Stormwater Retrofit and LID Competitive Grant Program. Neither the State of Washington nor any of its departments or employees are, or shall be, a party to this contract or any subcontract. Compliance with State and Local Laws The construction of the project, including the letting of subcontracts in connection therewith, shall conform to the applicable requirements of state and local laws and ordinances. Third-Party Beneficiary Partial funding of this project is being provided through the Washington State Department of Ecology %K Stormwater Grant Program. All parties agree that the State of Washington shall be, and is hereby, named as an expressed third-party beneficiary of this contract,with full rights as such. Access to the Construction Site and to Records The contractor shall provide for the safe access to the construction site and to the contractor's records by the Washington State Department of Ecology personnel. The contactor shall maintain accurate records and accounts to facilitate the Owner's audit requirements and shall ensure that all subcontractors maintain auditable records. These Project records shall be separate and distinct from the Contractor's other records and accounts. All such records shall be available to the Owner and to Washington State Department of Ecology personnel for examination. All records pertinent to this project shall be retained by the Contractor for a period of three (3) years after the final audit. >rr Protection of the Environment No construction related activity shall contribute to the degradation of the environment, allow material to enter surface or ground waters, or allow particulate emissions to the atmosphere, which exceed state or federal standards. Any actions that potentially allow a discharge to state waters must have prior approval of the State of Washington, Department of Ecology. Public Sign The Contractor shall display Ecology's logo in a manner that informs the public that the project received financial assistance from the Washington State Stormwater Grant Program. a. Utilization of Minority and Women Business Enterprise All bidders are encouraged to utilize certified minority-owned and women-owned businesses to the extent possible in the performance of this contract. All prospective bidders or persons submitting qualifications should take the following steps,when possible. 1. Include qualified minority and women's businesses on solicitation lists. +Yw 2. Assure that qualified minority and women's businesses are solicited whenever they are potential sources of service or supplies. 3. Divide the total requirements, when economically feasible, into smaller task or quantities to permit maximum participation by qualified minority and women's businesses. SW 7th Street—Special Provisions Page 35 �r 06/13/14 Ut 4. Establish delivery schedules, where work requirements permit, which will encourage participation of qualified minority and women's businesses. Use the services and assistance of the State Office of Minority and Women's Business Enterprise (OMWBE) and the Office of Minority Business Enterprise of the U.S. Department of Commerce, as appropriate. The Contractor shall comply with all construction related provisions of the • Construction NPDES Permit obtained by the City. • Corps of Engineers Nationwide Permit obtained by the City 4* • Hydraulic Project Approval (HPA) • Shoreline exemption issued by the City of Renton • Conditional Use Permit issued by the City of Renton " The Contractor shall be responsible for making any changes required by the agencies, and payment of any fines, for violations of any related provisions. The City will not make additional compensation for any changes or fines due to the Contractor's violations. 1-07.6 Permits and Licenses Section 1-07.6 is supplemented as follows: ut The Contracting Agency has obtained the following permits for this Project: • NPDES permit — A draft Stormwater Pollution Prevention Plan (SWPPP) is included in the Contract Documents. The Contractor shall review and update the SWPPP as needed to be consistent with the actual work schedule, sequencing, and construction methods that will be used on the Project; then submit to the Contracting Agency for approval. The Contractor's SWPPP must meet all requirements of the permit, and the Contractor may not begin work on-site until the SWPPP is approved. Costs for reviewing and updating the SWPPP are incidental to the Contract. • Hydraulic Project Approval Permit(HPA) • City of Renton Shoreline Substantial Development Permit ► • U.S.Army Corps of Engineers permit, Department of the Army. • Utility Construction Permit, City of Renton. The City of Renton will apply for a Washington State Department of Archeology and Historical Preservation (DAHP) Excavation Permit.The Contractor shall comply with all construction-related provisions of the DAHP Excavation Permit. The permits, easements, agreements and right of entry documents that have been acquired are included in the Environmental Permits section of the Contract Documents. All other permits, licenses, inspections, etc., which may be required, shall be obtained and paid for by the Contractor. The Contractor shall ensure that all necessary permits are obtained, and is responsible for reviewing all permits to become familiar with the requirements. The Contractor and all subcontractors of any tier must obtain a City of Renton Business License (Contractor). Other permits and licenses that the Contractor must obtain and comply with, as applicable, include, but are not limited to: • Disposal or Recycling Site Permit • City of Renton Business License (Contractor and subcontractors) • Puget Sound Clean Air Agency(PSCAA) Permit SW 7th Street—Special Provisions Page 36 w 06/13/14 • King County Industrial Waste Sewer Discharge Permit, if applicable aw The Contractor shall be required to comply with all conditions of the permits, easements, and rights of entry, •r at no additional cost to the Owner. The Contractor is required to indemnify the Owner from claims on all easements and rights of entry. .� The Contractor is cautioned to review all permits and other Contract Documents, and schedule the work activities appropriately to complete the work within the number of days stated in the Bid Proposal. No additional compensation or extensions to time will be granted to the Contractor due to the time constraints imposed by such documents. The Contractor shall assume all responsibility for meeting all requirements of all permits. ,,.,. Any fines or penalties incurred by Contracting Agency for not meeting state water quality standards and/or lack of stormwater pollution prevention on this Project shall be deducted from monies otherwise due to Contractor. Any fines assessed directly to Contractor shall be paid directly to the fining authority, at the Contractor's own cost. This project is subject to Section 106 of the National Historic and Preservation Act of 1966 (NHPA). The Contract Documents contain a preliminary monitoring and construction plan. The Contractor will be responsible to provide on-site inspection by a qualified inspector and meet the requirements of NHPA. See also Section 1-07.16(4). g.r Protection of the Environment: No construction related activity shall contribute to the degradation of the environment, allow material to enter surface or ground waters, or allow particulate emissions to the ■r atmosphere, which exceed state or federal standards. Any actions that potentially allow a discharge to state waters must have prior approval of the Washington State Department of Ecology. ,,,• 1-07.9 Wages 1-07.9(5) Required Documents w Delete the first sentence of the third paragraph, and replace it with the following: The Contractor must submit weekly-certified payrolls for the Contractor and all subcontractors and lower tier subcontractors, regardless of project's funding source. 1-07.11 Requirements for Non-Discrimination 1-07.11(11) City of Renton Affidavit of Compliance Section 1-07.11(11) is new: Each Contractor, Subcontractor, Consultant, and or Supplier shall complete and submit a copy of the "City of Renton Fair Practices Policy Affidavit of Compliance". A copy of this document will be bound in the bid +� documents. 1-07.12 Federal Agency Inspection Section 1-07.12 is supplemented with the following: +w SW 7`h Street—Special Provisions Page 37 06/13/14 Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this contract; provided, however, that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Law,then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this contract require that the Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each subcontract requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates. The Contractor shall also ensure that this Section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for subcontractors and lower tier subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. 1-07.13 Contractor's Responsibility for Work 1-07.13(1) General Section 1-07.13(1) is supplemented as follows: During unfavorable weather and other conditions, the Contractor shall pursue only such portions of the Work as shall not be damaged thereby. No portion of the Work whose satisfactory quality or efficiency will be affected by unfavorable conditions shall be constructed while these conditions exist, unless the Contractor shall be able to overcome said unfavorable ` conditions by special means or precautions acceptable to the Engineer,. 1-07.15 Temporary Water Pollution/Erosion Control Delete the first paragraph, and supplement the Section with the following: In an effort to prevent, control, and stop water pollution and erosion within the project,thereby protecting the Work, nearby land, streams, and other bodies of water, the Contractor shall perform all Work in strict accordance with all Federal, State, and local laws and regulations governing waters of the State, as well as permits acquired for the project. The Contract Drawings provide a preliminary Temporary Water Pollution/Erosion Control Plan that was developed to obtain environmental permits. The plan includes the following: 1. Bypassing an unnamed stream (Stream A in permit applications) flows around the construction area using a minimum one temporary 48-inch diameter pipe and cofferdams. The temporary diversion must be sized to convey a minimum of 86 cfs. In addition, Contractor shall provide an additional 0.5-foot freeboard to the height of the coffer dams. Note that this diversion sizing is the minimum to be used. Contractor is ultimately responsible for sizing and layout of the diversion system to provide adequate protection of the construction area. Any failure of the Contractor's diversion system during summer storm event to protect construction area and resulting damages will be at Contractor's own expense. 2. Temporary extension/modifying existing stormdrains to divert stormwater around work area. 3. Baker Tank(s) for treating dewatering water and stormwater runoff within the construction area when it does not meet discharge requirements. 4. Temporary silt fencing. 5. Catch basin inserts. IML SW 7th Street—Special Provisions Page 38 ar 06/13/14 In addition, the Contract Specifications contains a preliminary Storm Water Pollution Prevention Plan (SWPPP) Ow that follows the requirements of the NPDES Permit for Construction Stormwater General Permit. The Contractor shall prepare a final Temporary Water Pollution/Erosion Control Plan (TWPECP) and a final SWPPP. Ow The TWPECP and SWPPP shall be developed in accordance with the erosion control standards contained in the 2010 City of Renton Amendments to the King County Surface Water Design Manual. In addition, the TWPECP measures must meet the requirements of the Hydraulic Project Approval, contained in the Environmental so Permits section of the Contract Documents. The plan shall include any assumptions, detailed calculations, sketches and sequencing. The plan shall be signed and stamped by a Washington State Professional Engineer. A TESC supervisor shall be designated by the Contractor, whose name and phone number shall be given to the so Engineer at the Preconstruction Conference. The TESC supervisor must be CESCL certified in accordance with NPDES permit requirements. The plan shall be submitted for approval to the City within 10 days of the Notice of Award. The TWPECP shall include the various configurations that may be necessary to adequately control erosion and sediment at the site during the various stages of construction. Design of dewatering, water control, bypass systems, and temporary erosion and sediment control during construction shall be the responsibility of the Contractor. The temporary pipe bypass for the creek must be sized to convey 86 cfs plus 0.5 foot of freeboard. Specific details shall be provided for the cofferdam bypass. Cofferdam bypass must be designed for.5 foot of freeboard and be able to withstand overtopping. At a minimum,the plan shall contain: 1. Manufacturer's data and detailed plans for the erosion control products specified in the plan. 2. Plan for temporary pipe system diversions. This shall include a description of when the piping will be used, pipe material, locations, elevations, plan and profile views, inlet and outlet protection, hydraulic capacity, and details of important design features. 3. Plan for collecting, pumping and pipe surface stormwater runoff, dewatering discharge, and seepage from the source to the Baker Tank or acceptable discharge. The plan shall be shown in phases to coincide with the phases of construction. The plan shall include: a. Layout and details of system. .� b. Diversion systems manufacturer's data and material submittals. c. Pump and pipe types,sizes, manufacturer's data,and design criteria for pump sizing. d. Flow calculations for stormwater, seepage, and dewatering pump discharge. Schedule and sketch of location for dewatering systems. Pumps shall be sized to pump stormwater runoff for the tributary area plus an allowance for groundwater and surface seepage. Each pump area location shall be equipped with two pumps meeting the capacity requirement, in case one is non- operational. e. Source of power for pumps, description of schedule and fueling requirements, storage location, and methods. 4. Manufacturer's literature and test results (certificates) on the temporary silt fence, erosion control matting, riprap gradations, and any other necessary erosion control materials. 5. Planned installation and maintenance schedule for temporary erosion and sedimentation control facilities. Indicate locations and outlets of dewatering systems. The Contractor shall also prepare a final SWPPP. The SWPPP must be in to meet the requirements of the 911 Department of Ecology's NPDES and State Waste Discharge General Permit for Stormwater Discharges Associated With Construction Activity (General Permit). The SWPPP shall include and modify as necessary the Site Preparation and Erosion Control Plan drawings provided as part of the Contract Plans.The Contractor shall SW 7th Street—Special Provisions Page 39 06/13/14 prepare, review, and modify the SWPPP as necessary to be consistent with the actual work schedule, sequencing, and construction methods that will be used on the project.The Contractor's SWPPP shall meet the ice, requirements of the general permit. The Contractor shall: • Furnish, install, operate, and maintain necessary machinery, appurtenances, and equipment to keep excavations free of water during construction; • Dewater and dispose of water in a manner that will not cause injury to public and private property, as well as keep sediment-laden water from entering the City surface water system or violate applicable water standards; • Keep sufficient pumping equipment and machinery on hand at all times for emergencies, including electric power failures; • Keep on hand the ability to increase the height of the diversion coffer dam during emergency storm event; r1 • Keep experienced personnel available at all times to operate pumping equipment, machinery and appliances; • Not shut down dewatering systems between shifts, on holidays and weekends, nor during work stoppages; • Control groundwater to prevent softening of bottoms of excavations, or formation of "quick" conditions or"boils"; • Design and operate dewatering system that will not remove natural soils; • Keep excavations free of water during excavation, construction of structures, installation of pipelines, placing of structures, backfill, and placing and curing of concrete; and • Control surface water runoff to prevent entry and collection in excavations. As construction progresses and unexpected or seasonal conditions dictate, the Contractor shall anticipate that more water pollution/erosion control measures will be necessary. It shall be the obligation and responsibility of the Contractor to revise or supplement the pollution/erosion control measures as may be needed to protect the work, adjacent properties, storm drains,streams, and other water bodies. At all times, there must be material on the job site to handle any spills caused by the Contractor, such as tack, oils, diesel, etc. Materials would include, but not be limited to, oil absorbent pads and "kitty litter." The Ot Contractor must supply said materials at his expense and, in the event of a spill, be responsible for cleanup and disposal of contaminated materials. In addition, the SWPPP shall outline the procedures to be used to prevent high pH stormwater or dewatering water from entering surface waters. The plan shall include how the pH of the water will be maintained between pH 6.5 and pH 8.5 prior to being discharged from the project or entering surface waters. Prior to beginning any concrete or grinding work, the Contractor shall submit the plan, for the Engineer's review and 4W approval. An Ecology template is available to the Contractor for producing the SWPPP, using project- specific information added by the Contractor. The template and instructions are available at: http://www.ecy.wa.gov/programs/wg/stormwater/construction. The Engineer's review and any resulting approval of the Contractor's SWPPP and TESCP will be only regarding conformance with the specification requirement that the Contractor have the plans prepared by a CPESC or professional Civil Engineer who has expertise in the type of facilities and that the SWPPP and TESCP include the items specified for such plans. The Contractor shall be solely responsible for the adequacy of the SWPPP and TESCP and if erosion sediment, and other pollutant control measures in deviation or addition to those described in the SWPPP become necessary to minimize erosion and prevent storm water contamination from SW 7`"Street—Special Provisions Page 40 go 06/13/14 sediment and other pollutants, the Contractor shall prepare and submit a revised SWPPPP to the Engineer for 6W review as specified for the original plan. The Owner will not be liable to the Contractor for failure to accept all or any portion of an originally submitted or revised SWPPP, nor for any delays to the Work due to the Contractor's failure to submit and implement an AV acceptable SWPPP. 1-07.16 Protection and Restoration of Property w 1-07.16(1) Private/Public Property Section 1-07.16(1) is supplemented by adding the following: am (******) The Contracting Agency will obtain all easements and franchises required for the project. The Contractor shall limit his operation to the areas obtained and shall not trespass on private property. .f The Contracting Agency may provide certain lands, as indicated in connection with the Work under the Contract together with the right of access to such lands. The Contractor shall not unreasonably encumber the premises with his equipment or materials. Aw The Contractor shall provide, with no liability to the Contracting Agency, any additional land and access thereto not shown or described that may be required for temporary construction facilities or storage of materials. He shall construct all access roads, detour roads, or other temporary Work as required by his operations. The ow Contractor shall confine his equipment, storage of material, and operation of his workers to those areas shown and described and such additional areas as he may provide. A. General. All construction Work under this contract on easements, right-of-way, over private property or franchise, shall be confined to the limits of such easements, right-of-way or franchise. All Work shall be accomplished so as to cause the least amount of disturbance and a minimum amount of damage. The Contractor shall schedule his Work so that trenches across easements shall not be left open during weekends or holidays and trenches shall not be open for more than 48 hours. B. Structures. The Contractor shall remove such existing structures as may be necessary for the tam performance of the Work and, if required, shall rebuild the structures thus removed in as good a condition as found. He shall also repair all existing structures that may be damaged as a result of the Work under this contract. Ma C. Easements, cultivated areas and other surface improvements. All cultivated areas, either agricultural or lawns, and other surface improvements which are damaged by actions of the Contractor shall be restored as nearly as possible to their original condition. Prior to excavation on an easement or private right-of-way, the Contractor shall strip topsoil from the trench or construction area and stockpile it in such a manner that it may be replaced by him, upon completion of construction. Ornamental trees and shrubbery shall be carefully removed with the earth surrounding their roots wrapped in burlap and replanted in their original positions within 48 hours. All shrubbery or trees destroyed or damaged, shall be replaced by the Contractor with material of equal quality at no additional cost to the Contracting Agency. In the event that it is necessary to trench through any lawn area, the sod shall be carefully cut and rolled and replaced after the trenches have been backfilled. The lawn area shall be cleaned by sweeping or other means,of all earth and debris. The Contractor shall use rubber wheel equipment similar to the small tractor-type backhoes used by side sewer contractors for all Work, including excavation and backfill, on easements or rights-of-way, which have lawn areas. All fences, markers, mailboxes, or other temporary obstacles shall be removed by the Contractor and immediately replace, after the trench is backfilled, in their original position. The Contractor shall notify the Contracting Agency and Property Owner at least 24 hours in advance of any Work done on easements or rights-of-way. s SW 7th Street—Special Provisions Page 41 wr 06/13/14 Damage to existing structures outside of easement areas that may result from dewatering and/or other construction activity under this contract shall be restored to their original condition or better. The original condition shall be established by photographs taken and/or inspection made prior to construction. All such Work shall be done to the satisfaction of the Property Owners and the Contracting Agency at the expense of the Contractor. D. Streets. The Contractor will assume all responsibility of restoration of the surface of all streets (traveled ways) used by him if damaged. In the event the Contractor does not have labor or material immediately available to make necessary repairs, the Contractor shall so inform the Contracting Agency. The Contracting Agency will make the necessary repairs and the cost of such repairs shall be paid by the Contractor. The Contractor is responsible for identifying and documenting any damage that is pre-existing or caused by others. Restoration of excavation in City streets shall be done in accordance with the City of Renton Trench Restoration Requirements, which is available at the Public Works Department Customer Services counter on the 6th floor, Renton City Hall, 1055 South Grady Way. 1-07.16(4)Archeological and Historical Objects Section 1-07.16(4) is supplemented with the following: The project area potentially contains archaeological objects that may have significance from a historical or scientific standpoint. Archaeological objects, such as ruins, sites, buildings, artifacts, fossils, or other objects of antiquity that may have significance from a historical or scientific standpoint, which may be encountered by the Contractor, shall not be further disturbed. To protect these objects from damage or destruction, the Contractor shall monitor its excavation operations, conduct various site testing and perform recovery and removal of such objects when necessary and as directed by the Engineer and/or Archeologist. The Contractor may be required to conduct its operations in a manner that will accommodate such activities, including the reserving of portions of the work area for site testing, exploratory operations and recovery and ' removal of such objects as directed by the Engineer. If such activities are performed by consultants retained by the Contracting Agency,the Contractor shall provide them adequate access to the project site. The Engineer will coordinate with the archaeological consultant to determine if the material is to be treated (salvaged).The Contractor may be required to stop work in the vicinity of the discovery until such determination is made.The Engineer may require the Contractor to suspend work in the vicinity of the discovery until treatment is accomplished. Added work necessary to uncover, fence, dewater, or otherwise protect or assist in such testing, exploratory operations and salvaging of the objects as ordered by the Engineer shall be paid by force account as provided in Section 1-09.6. If the discovery and treatment activities require the Engineer to suspend the Contractor's work, any adjustment in time will be determined by the Engineer pursuant to Section 1-08.8. The Contractor shall not have cause for claim of downtime or any other additional costs associated with "waiting" if artifacts are encountered. An archeological monitoring plan is included in the contract documents. SW 7th Street—Special Provisions Page 42 aw 06/13/14 1-07.17 Utilities and Similar Facilities a.. Section 1-07.17 is supplemented by adding: Existing utilities indicated in the Plans have been plotted from the best information available to the Engineer. ate. Information and data shown or indicated in the Contract Documents with respect to existing underground utilities or services at or contiguous to the project site are based on information and data furnished to the Owner and the Engineer by owners of such underground facilities or others, and the Owner and the Engineer .r do not assume responsibility for the accuracy or completeness thereof. It is to be understood that other aboveground or underground facilities not shown in the Plans may be encountered during the course of the Work. 'o All utility valves, manholes, vaults, or pull boxes which are buried shall be conspicuously marked in a fashion acceptable to the Owner and the Engineer by the Contractor to allow their location to be determined by the Engineer or utility personnel under adverse conditions, (inclement weather or darkness). "ot, Where underground main distribution conduits, such as water, gas, sewer, electric power, or telephone, are shown on the Plans, the Contractor, for the purpose of preparing his bid, shall assume that every property parcel will be served by a service connection for each type of utility. The Contractor shall check with the utility companies concerning any possible conflict prior to commencing excavation in any area. The Contractor shall resolve all crossing and clearance problems with the utility company concerned. No excavation shall begin until all known facilities, in the vicinity of the excavation area, w have been located and marked. The Contractor shall also provide temporary support of any utility exposed as a part of excavation. Methods of temporary support shall be approved by the applicable utility company. In addition to the Contractor having all utilities field marked before starting Work, the Contractor shall have all utilities field marked after they are relocated in conjunction with this project. Call Before You Dig rw► The 48-Hour Locators 1-800-424-5555 At least 2 and not more than 10 working days prior to commencing any excavations for utility potholing or for any other purpose under this Contract, the Contractor shall notify the Underground Utilities Location Center by telephone of the planned excavation and progress schedule. The Contractor is also warned that there may be utilities on the project that are not part of the One Call system. They must be contacted directly by the Contractor for locations. The Contractor shall make arrangements 48 hours in advance with respective utility owners to have a representative present when their utility is exposed or modified, if the utility chooses to do so. Existing utilities for telephone, power,gas, water, and television cable facilities shall be adjusted or relocated by the appropriate utility company unless otherwise noted in the Plans. These adjustments may be completed before the Contractor begins Work, or may be performed in conjunction with the Contract Work. The Contractor shall be entirely responsible for coordination with the utility companies and arranging for the movement or adjustment, either temporary or permanent, of their facilities within the project limits. See also w� Section 1-05.14 of these Special Provisions. If or when utility conflicts occur, the Contractor shall continue the construction process on other aspects of the project whenever possible. No additional compensation will be made to the Contractor for reason of delay caused by the actions of any utility company, and the Contractor shall consider such costs to be incidental to the other items of the Contract. All work by the Contractor adjacent to or in the vicinity of existing utilities shall be performed in accordance with the requirements of the utility owners. The Contractor shall pay all permit, inspection, and other fees .. levied by the utility owners. SW 7`"Street—Special Provisions Page 43 are 06/13/14 The Contractor will be required to coordinate with utilities, property owners and the Contracting Agency, and should expect restrictions on timing or rescheduling of some service disruptions. The Contractor shall anticipate that the requirements of the owners of existing utility systems may hinder, delay, and complicate execution of the work. The Contractor shall not be entitled to any claim for damages because of hindrances, delays, and complications caused by or resulting from requirements imposed by the owners of the utility t systems. All costs associated with coordinating this work shall be considered incidental to the Contract. Utility Potholing lit Potholing may be included as a bid item for use in determining the location of existing utilities in advance of the Contractor's operations. If potholing is not included as a bid item then it shall be considered incidental to other Work. The Contractor shall submit all potholing requests to the Engineer for approval, at least 2 working days before potholing is scheduled. Additionally, the Contractor shall provide potholing at the Engineer's request. In no way shall the Work described under Utility Potholing relieve the Contractor of any of the responsibilities described in Section 1-07.17 of the Standard Specifications and Special Provisions, and elsewhere in the Contract Documents. 1-07.17(3) Interruption of Services Section 1-07.17(3) is a new section: Whenever in the course of the construction operation it becomes necessary to cause an outage of utilities, it shall be the Contractor's responsibility to notify the affected users and the Engineer not less than 48 hours in advance of such outage. The Contractor shall make reasonable effort to minimize the duration of outages, and shall estimate the length of time service will be interrupted and so notify the users. In the case of any utility outage that has exceeded or will exceed four hours, user contact shall again be made. Temporary service, if Viii needed,will be arranged by the Contractor at no cost to the Owner. Overhead lighting outages shall not exceed 24 hours. All cost to the Contractor for providing temporary overhead lighting to meet above requirements shall be incidental to the various unit and Lump sum items of the Contract; no separate payment will be made. 1-07.17(4) Resolution of Utility Conflicts Section 1-07.17(4) is a new section: In no way shall the work described under Resolution of Utility Conflicts relieve Contractor of any of the responsibilities described in Section 1-07.17 of the Standard Specifications and Special Provisions, and elsewhere in the Contract Documents. If or when utility conflicts occur,Contractor shall continue the construction process on other aspects of the project whenever possible. Resolution of utility conflicts is included as a bid item in Section 1-09.14 for use in resolving any new identified utility conflicts not otherwise shown on the Contract Drawing or Specifications that are identified during the course of construction. r�r 1-07.18 Public Liability and Property Damage Insurance Section 1-07.18 is deleted replaced by the following new section and subsections: SW 7th Street—Special Provisions Page 44 rr 06/13/14 1-07.18(1) General W The Contractor shall obtain and maintain in full force and effect, from the Contract Execution Date to the Completion Date, public liability and property damage insurance with an insurance company(ies) or through sources approved by the State Insurance Commissioner pursuant to RCW 48. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency. Insurance shall provide coverage to the Contractor, all subcontractors, Contracting Agency and the Contracting Agency's consultant. The coverage shall +r� protect against claims for bodily injuries, personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. If warranted work is required the Contractor shall provide the City proof that insurance coverage and limits established under the term of the Contract for work are in full force and effect during the period of warranty work. The Contracting Agency may request a copy of the actual declaration pages(s) for each insurance policy effecting coverage(s) required on the Contract prior to the date work commences. Failure of the Contractor to fully comply during the term of the Contract with the requirements described herein will be considered a material breach of contract and shall be caused for immediate ow termination of the Contract at the option of the Contracting Agency. All costs for insurance shall be incidental to and included in the unit or Lump Sum prices of the contract and no additional payment will be made. am. 1-07.18(2) Coverages All coverage provided by the Contractor shall be in a form and underwritten by a company acceptable aw to the Contracting Agency. The City requires that all insurers: 1. Be licensed to do business within the State of Washington. 2. Coverage to be on an "occurrence" basis (Professional Liability and Pollution coverage are am acceptable when written on a claims-made basis). The City may also require proof of professional liability coverage be provided for up to two (2)years after the completion of the project. 3. The City may request a copy of the actual declaration page(s) for each insurance policy affecting "W coverage(s) required by the Contract prior to the date work commences. 4. Possess a minimum A.M. best rating of AVII (A rating of A XII or better is preferred.) If any insurance carrier possesses a rating of less than AVII,the City may make an exception. The City reserves the right to approve the security of the insurance coverage provided by the insurance company(ies),terms,conditions, and the Certificate of Insurance. �+ Failure of the Contractor to fully comply during the term of the Contract with these requirements will be considered a material breach of contract and shall be cause for immediate termination of the contract at the option of the City. The Contractor shall obtain and maintain the minimum insurance coverage set forth below. By requiring such minimum insurance, the City of Renton shall not be deemed or construed to have assessed the risks that may be applicable to the Contractor. The Contractor shall assess its own risks and if it deems appropriate and/or prudent, maintain higher limits and/or broader coverage. Coverage shall include: A. Commercial General Liability - ISO 1993 Form or equivalent. Coverage will be written on an occurrence basis and include: irs SW 7 th Street—Special Provisions Page 45 06/13/14 • Premises and Operations (including CG2503; General Aggregate to apply per project, if applicable) • Explosion, Collapse, and Underground Hazards. • Products/Completed Operations • Contractual Liability (including Amendatory Endorsement CG 0043 or equivalent which includes defense coverage assumed under contract) • Broad Form Property Damage • Independent Contractors • Personal/Advertising Injury • Stop Gap Liability B. Automobile Liability including all • Owned Vehicles ' • Non-Owned Vehicles • Hired Vehicles C. Workers'Compensation • Statutory Benefits(Coverage A)-Show Washington Labor& Industries Number D. Umbrella Liability(when necessary) • Excess of Commercial General Liability and Automobile Liability. Coverage should be as broad as primary. Ak E. Professional Liability - (whenever the work under this Contract includes Professional Liability, including Advertising activities) the (CONTRACTOR) shall maintain professional liability covering wrongful acts, errors and/or omissions of the (CONTRACTOR) for damage sustained by reason of or in the course of operations under this Contract. F. Pollution Liability-the City may require this coverage whenever work under this Contract involves pollution risk to the environment. This coverage is to include sudden and gradual coverage for third party liability including defense costs and completed operations. Contractor shall name City of Renton, and its officers, officials, agents, employees and volunteers, Leidos Engineering, LLC, and the Washington State Department of Ecology as Additional Insured (ISO Wit Form CG 2010 or equivalent).The Contractor shall provide City of Renton Certificates of Insurance prior to commencement of work. The City reserves the right to request copies of insurance policies, if at their sole discretion it is deemed appropriate. Further,all policies of insurance described above shall: A. Be on a primary basis not contributory with any other insurance coverage and/or self-insurance carried by City of Renton. B. Include a Waiver of Subrogation Clause. C. Severability of Interest Clause (Cross Liability) D. The Contractor shall provide the Contracting Agency and all Additional Insured's with written notice of any policy cancellation,within two business days of their receipt of such notice. E. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days' notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. SW 7th Street—Special Provisions Page 46 a s 06/13/14 Third-Party Beneficiary:All parties agree that the State of Washington shall be, and is hereby, named as an w■ express third-party beneficiary of this contract,with full rights as such. 1-07.18(3) Limits LIMITS REQUIRED Providing coverage in these stated amounts shall not be construed to relieve the Contractor from +o liability in excess of such limits. The Contractor shall carry the following limits of liability as required below: an Commercial General Liability General Aggregate* $2,000,000** Products/Completed Operations Aggregate $2,000,000** aw Each Occurrence Limit $1,000,000 Personal/Advertising Injury $1,000,000 Fire Damage(Any One Fire) $50,000 ar Medical Payments(Any One Person) $5,000 Stop Gap Liability $1,000,000 *General Aggregate to apply per project (ISO Form CG2503 or equivalent) **Amount may vary based on project risk Automobile Liability Bodily Injury/Property Damage $1,000,000 (Each Accident) it Workers'Compensation Statutory Benefits-Coverage A Variable (Show Washington Labor and Industries Number) ' Umbrella Liability Each Occurrence Limit $1,000,000 ra General Aggregate Limit $1,000,000 Products/Completed Operations Aggregate $1,000,000 Professional Liability(If required) Each Occurrence/Incident/Claim $1,000,000 Aggregate $2,000,000 Pollution Liability(If reauired)to apply on a per project ow basis Per Loss $1,000,000 Aggregate $1,000,000 The City may require the Contractor to keep professional liability coverage in effect for up to two (2) years after completion of the project. The Contractor shall promptly advise the CITY OF RENTON in the event any general aggregates are reduced for any reason, and shall reinstate the aggregate at the Contractor's expense to comply with the minimum limits and requirements as stated above and shall furnish to the CITY OF RENTON a new certificate of insurance showing such coverage is in force. rr SW 7"'Street—Special Provisions Page 47 +rr 06/13/14 1-07.18(4) Evidence of Insurance: Within 20 days of award of the Contract, the Contractor shall provide evidence of insurance by submitting to the Contracting Agency the Certificate of Insurance (ACORD Form 25s or equivalent) conforming to items as specified in Sections 1-07.18(1), 1-07.18(2),and 1-07.18(3) as revised above. !iE 1-07.22 Use of Explosives Section 1-07.22 is supplemented by the following: Explosives shall not be used without specific authority of the Engineer, and then only under such restrictions as may be required by the proper authorities. Explosives shall be handled and used in strict compliance with WAC an 296-52 and such local laws, rules and regulations that may apply. The individual in charge of the blasting shall have a current Washington State Blaster Users License. The Contractor shall obtain, comply with, and pay for such permits and costs as are necessary in conjunction with blasting operations. 1-07.23 Public Convenience and Safety at 1-07.23(1) Construction Under Traffic Revise the second paragraph to read: rr To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass through the Work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, driveways, and paths within the project limits, keeping them open, and in good, clean, safe condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not caused by the Contractor's operations shall be repaired by the Contractor when directed by the Engineer, at the Contracting Agency's expense. The Contractor shall also maintain roads,streets, sidewalks, driveways, and paths adjacent to the project limits when affected by the Contractor's operations. Snow and ice control will be performed by the Contracting Agency on all projects. Cleanup of snow and ice control debris will be at the Contracting Agency's expense. The Contractor shall perform the following: 1. Remove or repair any condition resulting from the Work that might impede traffic or create a hazard. 2. Keep existing traffic signal and highway lighting systems in operation as the Work proceeds. (The Contracting Agency will continue the route maintenance on such system.) 3. Maintain the striping on the roadway at the Contracting Agency's expense. The Contractor shall be it responsible for scheduling when to renew striping, subject to the approval of the Engineer. When the scope of the project does not require Work on the roadway, the Contracting Agency will be responsible for maintaining the striping. 4. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency's expense, except those damaged due to the Contractor's operations. 5. Keep drainage structures clean to allow for free flow of water. Cleaning of existing drainage structures will be at the Contracting Agency's expense when approved by the Engineer, except when flow is impaired due to the Contractor's operations. Section 1-07.23(1) is supplemented by adding the following: The Contractor shall be responsible for controlling dust and mud within the project limits and on any street, which is utilized by his equipment for the duration of the project. The Contractor shall be prepared to use SW 7`h Street—Special Provisions Page 48 06/13/14 watering trucks, power sweepers, and other pieces of equipment as deemed necessary by the Engineer, to avoid creating a nuisance. Dust and mud control shall be considered as incidental to the project, and no compensation will be made for this section. "W' Complaints of dust, mud, or unsafe practices and/or property damage to private ownership will be transmitted to the Contractor and prompt action in correcting them will be required by the Contractor. The Contractor shall maintain the roads during construction in a suitable condition to minimize affects to vehicular and pedestrian traffic. All cost to maintain the roads shall be borne by the Contractor. At least one-way traffic in each direction shall be maintained on all cross-streets within the project limits during working hours. One lane shall be provided in each direction for all streets during non-working hours. The Contractor shall provide one drivable roadway lane and maintain convenient access for local and commuter traffic to driveways, businesses, and buildings along the line of Work throughout the course of the project. Such access shall be maintained as near as possible to that which existed prior to the commencement of construction. This restriction shall not apply to the paving portion of the construction process. The Contractor shall notify and coordinate with all property owners and tenants of street closures, or other �. restrictions which may interfere with their access at least 24 hours in advance for single-family residential property, and at least 48 hours in advance for apartments, offices, and commercial property. The Contractor shall give a copy of all notices to the Engineer. When the abutting owners' access across the right-of-way line is to be eliminated and replaced under the Contract by other access, the existing access shall not be closed until the replacement access facility is available. All unattended excavations shall be properly barricaded and covered at all times. The Contractor shall not open any trenches that cannot be completed and refilled that same day. Trenches shall be patched or covered by a temporary steel plate, at the Contractor's expense,except in areas where the roadway remains closed to public traffic. Steel plates must be anchored. 1-07.23(2) Construction and Maintenance of Detours (******) Revise the first paragraph to read: so Unless otherwise approved, the Contractor shall maintain two-way traffic during construction. The Contractor shall build, maintain in a safe condition, keep open to traffic,and remove when no longer needed: 1. Detours and detour bridges that will accommodate traffic diverted from the roadway, bridge, sidewalk, .. driveway, or path during construction, 2. Detour crossings of intersecting highway, and 3. Temporary approaches. 1-07.24 Rights-of-Way Delete this section in its entirety, and replace it with the following: Street right-of-way lines, limits of easements, and limits of construction permits are indicated on the Drawings. The Contractor's construction activities shall be confined within these limits unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights-of-way and easements, ,W both permanent and temporary, necessary for carrying out the completion of the Work. Exceptions to this are noted in the Contract Documents or brought to the Contractor's attention by a duly issued addendum. SW 7th Street—Special Provisions Page 49 w�► 06/13/14 Whenever any of the Work is accomplished on or through property other than public right-of-way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property.Copies of the easement agreements are included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. 09 Whenever easements or rights-of-entry have not been acquired prior to advertising, these areas are so noted on the Drawings. The Contractor shall not proceed with any portion of the Work in areas where right-of-way, easements, or rights-of-entry have not been acquired until the Engineer certifies to the Contractor that the 46 right-of-way or easement is available or that the right-of-entry had been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry of right- of-way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not at be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contactor. This includes entry onto easements and private property where private improvements must be adjusted. to The Contractor shall be responsible for providing, without expense or liability of the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the Work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this Contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. At 1-07.28 Confined Space Entry Section 1-07.28 is new: The Contractor shall: It 1. Review and be familiar with the City's Public Works Confined Space Entry Program. 2. Review documented information about the City confined spaces in which entry is intended as listed and described in the City's Attribute and Map Book. This information includes identified hazards for each permit-required confined space. 3. Each contractor shall have their own confined space entry program. Upon request of the City they will provide a statement confirming they are in compliance with their confined space entry program including requirements for confined space training for employees associated with the project in Renton. 4. Be responsible for following all confined space requirements established by the provisions in WAC 296- 809 and its chapters. 5. Coordinate entry operations with the City of Renton when employees from the contractor will be working in or near City confined spaces. 6. Discuss entry operations with the City of Renton including the program followed during confined space entry. 7. Debrief the City on any hazards confronted or created at the completion of entry operations. 8. Place signs stating, "Danger, Follow Confined Space Entry Procedure before Entering" at each confined Ai space to be entered. Never leave the confined space open and unattended. SW 7th Street—Special Provisions Page 50 i> •w 06/13/14 The contractor's or consultant's point of contact with the City in regard to confined space entry will be the City's assigned construction inspector. 1-08 PROSECUTION AND PROGRESS 1-08.0 Preliminary Matters Section 1-08.0 is a new section with subsection: 1-08.0(1) Preconstruction Conference +r. Section 1-08.0(1) is a new subsection: The Engineer will furnish the Contractor with copies of the Contract Documents per Section 1-02.2 "Plans and Specifications". Additional documents may be furnished upon request at the cost of reproduction. Prior to undertaking each part of the Work the Contractor shall carefully study and compare the Contract Documents, and check and verify pertinent figures shown therein and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict error or discrepancy, which the Contractor may discover. rr� After the Contract has been executed, but prior to the Contractor beginning the Work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The Contractor shall prepare and submit at the preconstruction meeting (unless otherwise submitted as part of the Work Plan in accordance with 1-09-14(2): • Contractor's plan of operation and progress schedule(3+copies) "" • Approval of qualified subcontractors (bring list of subcontractors if different from list submitted with bid) • List of materials fabricated or manufactured off the project • Material sources on the project • Names of principal suppliers "` • Detailed equipment list, including "Rental Rate Blue Book" hourly costs (both working and standby rates) • Weighted wage rates for all employee classifications anticipated to be used on Project • Cost percentage breakdown for lump sum bid item(s) • Shop Drawings (bring preliminary list) �" • Traffic Control Plans(3+copies) • Temporary Water Pollution/Erosion Control Plan and SWPPP aa In addition,the Contractor shall be prepared to address: Bonds and insurance r. Project meetings—schedule and responsibilities Provision for inspection for materials from outside sources Responsibility for locating utilities Responsibility for damage Time schedule for relocations, if by other than the Contractor SW 7th Street—Special Provisions Page 51 rrr 06/13/14 Compliance with Contract Documents Acceptance and approval of Work Labor compliance, payrolls,and certifications Safety regulations for the Contractors'and the Owner's employees and representatives Ail Suspension of Work,time extensions Change order procedures Progress estimates, procedures for payment Special requirements of funding agencies Construction engineering,advance notice of special Work Any interpretation of the Contract Documents requested by the Contractor Any conflicts or omissions in Contract Documents Any other problems or questions concerning the Work Processing and administration of public complaints Easements and rights-of-entry Other contracts The franchise utilities may be present at the preconstruction conference, and the Contractor should be prepared for their review and discussion of progress schedule and coordination. ri�l 1-08.0(2) Hours of Work Section 1-08.0(2) is a new subsection: Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 5:00 p.m.of a working day with a maximum 1-hour lunch break and a 5-day Work week. The normal straight time 8-hour working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the Work. If a Contractor desires to perform Work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 5:00 p.m. on any day,the Contractor shall apply in writing to the Engineer for permission to Work such times. Permission to Work longer than an 8-hour period between 7:00 a.m. an 5:00 p.m. is not required. Such requests shall be submitted to the Engineer no later than noon on the working day prior to the day for which the Contractor is requesting permission to Work. i Permission to Work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 7:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue Work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to Work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or the Engineer. These conditions may include but are not limited to: requiring the Engineer or such assistants as the Engineer may deem necessary to be present during the Work; requiring the Contractor to reimburse the Contracting Agency for the cost of engineering salaries paid Contracting Agency employees who worked during such times; considering the Work performed on Saturdays, Sundays, and holidays as working days with regards to the Contract Time; and considering multiple Work shifts as multiple working days with respect to Contract Time even though the multiple shifts occur in a single 24-hour period. Assistants may SW 7`h Street—Special Provisions Page 52 irr 06/13/14 include, but are not limited to, survey crews; personnel from the material testing labs; inspectors; and other Contracting Agency employees when in the opinion of the Engineer such Work necessitates their presence. 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees r Section 1-08.0(3) is a new subsection: Where the Contractor elects to Work on a Saturday, Sunday, holiday, or longer than an 8-hour Work shift on a regular working day, as defined in the Standard Specifications, such Work shall be considered as overtime Work. On all such overtime Work an inspector will be present, and a survey crew may be required at the discretion of the Engineer. The Contractor shall reimburse the Contracting Agency for the full amount of the +rr straight time plus overtime costs for employees and representative(s) of the Contracting Agency required to Work overtime hours. The Contractor by these Specifications does hereby authorize the Engineer to deduct such costs from the amount due or to become due the Contractor. 1-08.1 Subcontracting �r Revise the second paragraph to read: The Contractor shall not subcontract Work unless the Engineer approves in writing. Each request to subcontract shall be on the form the Engineer provides. If the Engineer requests, the Contractor shall provide proof that subcontractor has the experience, ability, and equipment the Work requires. The Contractor shall require each subcontractor to comply with Section 1-07.9 and to furnish all certificates and statements required by the Contract. The Contractor shall require each subcontractor of every tier to meet the •+ responsibility criteria stated in RCW 39.06, and shall include these requirements in every subcontract of every tier. Section 1-08.1 is supplemented as follows: Written requests for change in subcontractors shall be submitted by the Contractor to the Engineer at least 7 calendar days prior to start of a subcontractor's Work. The Contractor agrees that he/she is fully responsible to the Owner for the acts and omissions of all subcontractors and lower-tier subcontractors, and persons either directly or indirectly employed by the aw subcontractors, as well as for the acts and omissions of persons directly employed by the Contractor. The Contractor shall be required to give personal attention to the Work that is sublet. Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and the Owner. The Contractor shall be responsible for making sure all subcontractors submit all required documentation, forms,etc. 1-08.2 Assignment The second paragraph of Section 1-08.2 is modified as follows: The Contractor shall not assign any moneys due or to become due to the Contractor hereunder without the prior written consent of the Owner. The assignment, if approved, shall be subject to all setoffs, withholdings, and deductions required by law and the Contract. 1-08.3 Progress Schedule Section 1-08.3 is supplemented as follows: SW 7`h Street—Special Provisions Page 53 err 06/13/14 The progress schedule for the entire project shall be submitted within 10 days of the Notice of Award. The schedule shall be prepared using the critical path method (CPM), preferably using Microsoft Project or ,ri equivalent software. The schedule shall contain this information, at a minimum: 1. Construction activities, in sufficient detail that all activities necessary to construct a complete and functional project are considered. Any activity that has a scheduled duration exceeding 30 calendar days shall be subdivided until no sub-element has a duration exceeding 30 calendar days. 2. The schedule shall clearly indicate the activities that comprise the critical path. For each activity not on the critical path,the schedule shall show the float, or slack, time. 3. Procurement of material and equipment. 4. Submittals requiring review by the Engineer. Submittal by the Contractor and review by the Engineer shall be shown as separate activities. 5. Work to be performed by a subcontractor, agent, or any third party. 6. Allowances for delays that could result from normal inclement weather (time extensions due to inclement weather will not be allowed). 7. Allowances for the time required by utilities (Owner's and others) to locate, monitor, and adjust their facilities as required. The Engineer may request the Contractor to alter the progress schedule when deemed necessary in the opinion of the Engineer, in the interest of public safety and welfare of the Owner, or for coordination with any other go activity of other contractors, the availability of all or portions of the job site, or special provisions of this Contract, or to reasonably meet the completion date of the project. The Contractor shall provide such revised schedule within 10 days of request. as If, at any time, in the opinion of the Engineer, the progress of construction falls significantly behind schedule, the Contractor may be required to submit a plan for regaining progress and a revised schedule indicating how the remaining Work items will be completed within the authorized contract time. The Contractor shall promptly report to the Engineer any conditions that the Contractor feels will require revision of the schedule and shall promptly submit proposed revisions in the progress schedule for acceptance by the Engineer. When such changes are accepted by the Engineer, the revised schedule shall be followed by ar the Contractor. Weekly Schedule. The Contractor shall submit a weekly progress schedule to the Engineer which sets forth specific Work to be performed the following week, and a tentative schedule for the second week. we Failure to Maintain Progress Schedule. The Engineer will check actual progress of the Work against the progress schedule a minimum of two times per month. Failure, without just cause, to maintain progress in accordance with the approved schedule shall constitute a breach of Contract. If, through no fault of the Contractor, the proposed construction schedule cannot be met, the Engineer will require the Contractor to submit a revised schedule to the Engineer for acceptance. The approved revisions will thereafter, in all respects, apply in lieu of the original schedule. Failure of the Contractor to follow the progress schedule submitted and accepted, including revisions thereof, shall relieve the Owner of any and all responsibility for furnishing and making available all or any portion of the job site, and will relieve the Owner of any responsibility for delays to the Contractor in the performance of the Work. The cost of preparing the progress schedule, any supplementary progress schedules, and weekly schedules shall be considered incidental to the Contract and no other compensation shall be made. 1-08.4 Notice to Proceed and Prosecution of the Work Section 1-08.4 is replaced with the following: SW 7`h Street—Special Provisions Page 54 arrl im 06/13/14 Notice to Proceed will be given after the Contract has been executed and the Contract bond and evidence of W insurances have been approved and filed by the Owner.The Contractor shall not commence the Work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed date. The Work thereafter shall be prosecuted to diligently, vigorously, and without unauthorized interruption until physical completion of the Work. There shall be no voluntary shutdowns or slowing of operations by the Contractor without prior approval of the Engineer. Such approval shall not relieve the Contractor from the contractual obligation to complete the Work within the prescribed Contract Time. 1-08.5 Time For Completion The first five paragraphs of Section 1-08.5 are deleted and replaced with the following: r,r The Work shall be physically completed in its entirety within the time specified in the Contract Documents or as extended by the Engineer. The Contract Time will be stated in "working days", shall begin on the Notice To Proceed date, or the date identified in the Notice to Proceed as "the first working day", and shall end on the Contract Completion date. rr This Project shall be physically completed within seventy (70) working days. In addition, all work below ordinary high water shall be completed between June 16, 2014 and September 30, 2014 as instructed in the Hydraulic Project Approval issued by WDFW for the Project. A non-working day is defined as a Saturday (unless the Contractor obtains prior approval from the Engineer to work during a Saturday), a Sunday, a day on which the Contract specifically suspends Work, or one of these holidays:January 1,third Monday of January, Memorial Day,July 4, Labor Day, November 11,Thanksgiving Day, the day after Thanksgiving, and Christmas Day. The day before Christmas shall be a holiday when Christmas Day occurs on a Tuesday or Friday. The day after Christmas shall be a holiday when Christmas Day occurs on a Monday, Wednesday, or Thursday. When Christmas Day occurs on a Saturday, the two preceding working days shall be observed as holidays. When Christmas day occurs on a Sunday,the two working days following shall be observed as holidays. When holidays other than Christmas fall on a Saturday, the preceding Friday will be counted as a non-working day and when they fall on a Sunday the following Monday will be counted as a non- working day. The Contract Time has been established to allow for periods of normal inclement weather that, from historical records, is to be expected during the Contract Time, and during which periods, Work is anticipated to be performed. Each successive working day, beginning with the Notice to Proceed date and ending with the Physical Completion date, shall be charged to the Contract Time as it occurs except a day, or part of a day,which is designated a non-working day or an Engineer determined unworkable day. The Engineer will furnish the Contractor a weekly report showing (1) the number of working days charged against the Contract Time for the preceding week; (2) the Contract Time in working days; (3) the number of working days remaining in the Contract Time; (4)the number of non-working days; and (5) any partial or whole days the Engineer declared unworkable the previous week. This weekly report will be correlated with the Contractor's current approved progress schedule. If the Contractor elects to work 10 hours a day and 4 days a week (a 4-10 schedule), and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day, then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. The Contractor will be allowed 10 calendar days from the date of each report in which to file a written protest �r of an alleged discrepancy in the Contract Time as reported. Otherwise,the report will be deemed to have been accepted by the Contractor as correct. The requirements for scheduling the Final Inspection and establishing the Substantial Completion, Physical Completion, and Completion Dates are specified in Sections 1-05.11 and 1-05.12. Revise the seventh paragraph to read: �r SW 7th Street—Special Provisions Page 55 ■r 06/13/14 The Engineer will give the Contractor written notice of the completion date of the Contract after all the Contractor's obligations under the Contract have been performed by the Contractor. The following events must r occur before the Completion Date can be established: 1. The physical Work on the project must be complete; and 2. The Contractor must furnish all documentation required by the Contract and required by law, to allow the Contracting Agency to process final acceptance of the Contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls(Federal-aid Projects) b. Material Acceptance Certification Documents c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as DBE Participation, as required by the Contract Provisions. d. FHWA 47 (Federal-aid Projects) e. Final Contract Voucher Certification f. Property owner releases per Section 1-07.24 Section 1-08.5 is supplemented as follows: Within 10 calendar days after execution of the Contract by the Contracting Agency, the Contractor shall provide the Contracting Agency with copies of purchase orders for all equipment items deemed critical by the Contracting Agency, including but not limited to pre-cast vaults, pipe, manholes, catch basins, and water quality treatment vaults, required for the physical completion of the Contract. Such purchase orders shall disclose the estimated delivery dates for the equipment. All items of Work that can be performed without delivery of the critical items shall start and be completed as soon as possible. At that time, the Engineer may suspend the Work upon request of the Contractor until the critical items are delivered to the Contractor, if the Contracting Agency received a purchase order within 10 calendar days after execution of the Contract by the Contracting Agency. The Contractor will be entitled to only one such suspension of time during the performance of the Work and during such suspension shall not perform any additional Work on the project. Upon delivery of the critical items, contract time will resume and continue to be charged in accordance with Section 1-08. 1-08.6 Suspension of Work Section 1-08.6 is supplemented as follows: (******) di Owner may at any time suspend the Work, or any part thereof, by giving notice to the Contractor in writing. The Work shall be resumed by the Contractor within 14 calendar days after the date fixed in the written notice from the Owner to the Contractor to do so. The Contractor shall not suspend Work under the Contract without the written order of the Owner. If it has been determined that the Contractor is entitled to an extension of time, the amount of such extension shall be only to compensate for direct delays, and shall be based upon the Contractor's diligently pursuing the Work at a rate not less than that which would have been necessary to complete the original Contract Work on time. 1-08.7 Maintenance During Suspension Revise the second paragraph to read: (******) SW 7 th Street—Special Provisions Page 56 �r 06/13/14 At no expense to the Contracting Agency, the Contractor shall provide through the construction area a safe, smooth, and unobstructed roadway, sidewalk, driveway, and path for public use during suspension (as required in Section 1-07.23 or the Special Provisions). This may include a temporary road or detour. 1-08.9 liquidated Damages r Section 1-08.9 is supplemented as follows: In addition,the Contractor shall compensate the Owner for actual engineering inspection and supervision costs and any other expenses and legal fees incurred by the Owner as a result of such delay. Such labor costs will be billed to the Contractor at actual costs, including administrative overhead costs. r In the event that the Owner is required to commence any lawsuit in order to enforce any provision of this Contract or to seek redress for any breach thereof, the Owner shall be entitled to recover its costs, including reasonable attorney's fees,from the Contractor. 1-08.11 Contractor's Plant and Equipment rr, Section 1-08.11 is a new Section: The Contractor alone shall at all times be responsible for the adequacy, efficiency, and sufficiency of his and his subcontractor's plant and equipment. The Owner shall have the right to make use of the Contractor's plant and equipment in the performance of any Work on the site of the Work. The use by the Owner of such plant and equipment shall be considered as extra Work and paid for accordingly. Neither the Owner nor the Engineer assumes any responsibility, at any time, for the security of the site from the time the Contractor's operations have commenced until final acceptance of the Work by the Engineer and the Owner. The Contractor shall employ such measures as additional fencing, barricades, and watchmen service, as he deems necessary for the public safety and for the protection of the site and his plant and equipment. The Owner will be provided keys for all fenced, secured areas. r 1-08.12 Attention to Work Section 1-08.12 is a new section: The Contractor shall give his personal attention to and shall supervise the Work to the end that it shall be prosecuted faithfully, and when he is not personally present on the Work site, he shall at all times be represented by a competent superintendent who shall have full authority to execute the same, and to supply materials, tools, and labor without delay, and who shall be the legal representative of the Contractor. The Contractor shall be liable for the faithful observance of any instructions delivered to him or to his authorized ,w representative. 1-09 MEASUREMENT AND PAYMENT r 1-09.1 Measurement of Quantities Section 1-09.1 is supplemented by adding the following: Lump Sum. The percentage of lump sum Work completed, and payment will be based on the cost percentage breakdown of the lump sum bid price(s)submitted at the preconstruction conference. The Contractor shall submit a breakdown of costs for each lump sum bid item. The breakdown shall list the items included in the lump sum together with a unit price of labor, materials, and equipment for each item. The summation of the detailed unit prices for each item shall add up to the lump sum bid. The unit price SW 7th Street—Special Provisions Page 57 `r 06/13/14 0 values may be used as a guideline for determining progress payments or deductions or additions in payment for ordered Work changes. Cubic Yard Quantities. The Contractor shall provide truck trip tickets for progress payments only in the following manner. Where items are specified to be paid by the cubic yard, the following tally system shall be used. ,rr All trucks to be employed on this Work will be measured to determine the volume of each truck. Each truck shall be clearly numbered,to the satisfaction of the Engineer, and there shall be no duplication of numbers. Duplicate tally tickets shall be prepared to accompany each truckload of material delivered on the project. All tickets received that do not contain the following information will not be processed for payment: 1. Truck number Ob 2. Quantity and type of material delivered in cubic yards 3. Drivers name, date and time of delivery 4. Location of delivery, by street and stationing on each street to 5. Place for the Engineer to acknowledge receipt 6. Pay item number No 7. Contract number and/or name It will be the Contractor's responsibility to see that a ticket is given to the Engineer on the project for each truckload of material delivered. Pay quantities will be prepared on the basis of said tally tickets unless No otherwise stated in these Special Provisions. Loads will be checked by the Engineer to verify quantity shown on ticket. Quantities by Ton. It will be the Contractor's responsibility to see that a certified weight ticket is given to the Inspector on the project at the time of delivery of materials for each truckload delivered. Pay quantities will be prepared on the basis of said tally tickets, delivered to Inspector at time of delivery of materials. Tickets not receipted by Inspector will not be honored for payment. Each truck shall be clearly numbered to the satisfaction of the Engineer and there shall be no duplication of numbers. no Duplicate tickets shall be prepared to accompany each truckload of material delivered to the project. All tickets received that do not contain the following information will not be processed for payment: 1. Truck number 2. Truck tare weight (stamped at source) 3. Gross truckload weight in tons(stamped at source) 4. Net load weight(stamped at source) 5. Driver's name, date, and time of delivery 6. Location for delivery by street and stationing on each street 7. Place for the Engineer to acknowledge receipt 8. Pay item number 9. Contract number and/or name 1-09.3 Scope of Payment Section 1-09.3 is supplemented by adding the following: The bid items listed in Section 1-09.14 will be the only items for which compensation will be made for the Work described in each section of the Standard Specifications when the Contractor performs the specified Work. Should a bid item be listed in a "Payment" clause but not in the Proposal Form, and Work for that item is SW 7th Street—Special Provisions Page 58 wr 06/13/14 performed by the Contractor and the Work is not stated as included in or incidental to a pay item in the Contract and is not Work that would be required to complete the intent of the Contract per Section 1-04.1, then payment for that Work will be made as for Extra Work pursuant to a Change Order. The words "Bid Item," "Contract Item," and "Pay Item," and similar terms used throughout the Contract +r Documents are synonymous. If the "payment" clause in the Specifications relating to any unit bid item price in the Proposal Form requires that said unit bid item price cover and be considered compensation for certain Work or material essential to rrr the item, then the Work or material will not be measured or paid for under any other unit bid item which may appear elsewhere in the Proposal Form or Specifications. Pluralized unit bid items appearing in these Specifications are changed to singular form. Payment for bid items listed or referenced in the "Payment" clause of any particular section of the Specifications shall be considered as including all of the Work required, specified, or described in that particular section. Payment items will generally be listed generically in the Specifications, and specifically in the bid form. wrr When items are to be "furnished" under one payment item and "installed" under another payment item, such items shall be furnished FOB project site, or, if specified in the Special Provisions,delivered to a designated site. Materials to be "furnished," or "furnished and installed" under these conditions, shall be the responsibility of r�rr the Contractor with regard to storage until such items are incorporated into the Work or, if such items are not to be incorporated into the Work, delivered to the applicable Contracting Agency storage site when provided for in the Specifications. Payment for material "furnished," but not yet incorporated into the Work, may be ' made on monthly estimates to the extent allowed. 1-09.6 Force Account Section 1-09.6 is supplemented as follows: Owner has estimated and included in the proposal, dollar amounts for all items to be paid per force account, r only to provide a common proposal for Bidders. All such dollar amounts are to become a part of the Contractor's total bid. However, the Owner does not warrant expressly or by implication that the actual ■r amount of Work will correspond with those estimates. Payment will be made on the basis of the amount of Work actually authorized by the Engineer. 1-09.7 Mobilization 4W Section 1-09.7 is supplemented as follows: .., Mobilization shall also include, but not be limited to, the following items: the movement of Contractor's personnel, equipment, supplies, and incidentals to the project site; the establishment of an office, buildings, and other facilities necessary for Work on the project; providing sanitary facilities for the Contractor's personnel; and obtaining permits or licenses required to complete the project not furnished by the Owner. This item shall also include providing the Engineer and the Inspectors with access to telephone, facsimile machine, and copy machine during all hours the Contractor is working on the jobsite; and a table and chair for rr their use when needed. Payment will be made for the following bid item(s): "Mobilization & Demobilization," Lump Sum. ■w 1-09.9 Payments Delete the third paragraph and replace it with the following: Progress payments for completed Work and material on hand will be based upon progress estimates prepared r by the Engineer. A progress estimate cutoff date will be established at the preconstruction meeting. SW 7th Street—Special Provisions Page 59 ■r 06/13/14 to The initial progress estimate will be made not later than 30 days after the Contractor commences the Work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress so estimates made during progress of the Work are tentative, and made only for the purpose of determining progress payment. The progress estimates are subject to change at any time prior to the calculation of the final payment. at The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of Work completed multiplied by the unit price. '6 2. Lump Sum Items in the Bid Form — the estimated percentage complete multiplied by the Bid Forms amount for each lump sum item, or per the schedule of values for that item. aw 3. Materials on Hand—100 percent of invoiced cost of material delivered to job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra Work as determined by the to Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1); No 2. The amount of Progress Payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for Work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any Work has been satisfactorily completed. Payments will be made by check or electronic transfer, issued by the Contracting Agency's fiscal officer, against the appropriate fund source for the project. Payments received on account of Work performed by a subcontractor are subject to the provisions of RCW 39.04.250. to Section 1-09.9 is supplemented as follows: so Applications for payment shall be itemized and supported to the extent required by the Engineer by receipts or other vouchers showing payment for materials and labor, payments to subcontractors, and other such evidence of the Contractor's right to payment as the Engineer may direct. The Contractor shall submit a progress report with each monthly request for a progress payment. The progress report shall indicate the estimated percent complete for each activity listed on the progress schedule (see Section 1-08.3). 1-09.9(1) Retainage Section 1-09.9(1) is supplemented as follows: The retained amount shall be released as stated in the Standard Specifications if no claims have been filed against such funds as provided by law, and if the Owner has no unsatisfied claims against the Contractor. In the event claims are filed, the Owner shall withhold, until such claims are satisfied, a sum sufficient to satisfy all claims and to pay attorney's fees. In addition, the Owner shall withhold such amount as is required to satisfy ad any claims by the Owner against the Contractor, until such claims have been finally settled. Neither the final payment nor any part of the retained percentage shall become due until the Contractor, if requested, delivers to the Owner a complete release of all liens arising out of this Contract, or receipts in full in lieu thereof, and, if required in either case, an affidavit that so far as the Contractor has knowledge or information, the release and receipts include all labor and materials for which a lien could be filed: but the 1W SW 7`h Street—Special Provisions Page 60 or 06/13/14 Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactorily ,W to the Engineer to indemnify the Owner against the lien. If any lien remains unsatisfied after all payments are made, the Contractor shall reimburse to the Owner all monies that the latter may be compelled to pay in discharging such lien, including all costs and reasonable engineer's and attorney's fees. ww 1-09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts Section 1-09.9(2) is a new section: wr (******) In addition to monies retained pursuant to RCW 60.28 and subject to RCW 39.04.250, RCW 39.12 and RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct an amount from + any payment or payments due the Contractor which, in the Engineer's opinion, may be necessary to cover the Contracting Agency's costs for or to remedy the following situations: 1. Damage to another contractor when there is evidence thereof and a claim has been filed. 2. Where the Contractor has not paid fees or charges to public authorities of municipalities, which the Contractor is obligated to pay. 3. Utilizing material tested and inspected by the Engineer, for purposes not connected with the Work (Section 1-05.6). 4. Landscape damage assessments per Section 1-07.16. 5. For overtime Work performed by City personnel per Section 1-08.1(4). 6. Anticipated or actual failure of the Contractor to complete the Work on time: r a. Per Section 1-08.9 Liquidated Damages; or b. Lack of construction progress based upon the Engineer's review of the Contractor's approved progress schedule, which indicates the Work will not be complete within the contract time. When calculating an anticipated time overrun, the Engineer will make allowances for weather delays, approved unavoidable delays, and suspensions of the Work. The amount withheld under this subparagraph will be based upon the liquidated damages amount per day set forth in Contract Documents multiplied by the number of days the Contractor's approved progress schedule, in the opinion of the Engineer, indicates the Contract may exceed the Contract Time. 7. Failure of the Contractor to perform any of the Contractor's other obligations under the Contract, wow including but not limited to: a. Failure of the Contractor to provide the Engineer with a field office when required by the Contract Provisions. b. Failure of the Contractor to protect survey stakes, markers, etc., or to provide adequate survey Work as required by Section 1-05.5. c. Failure of the Contractor to correct defective or unauthorized Work(Section 1-05.8). d. Failure of the Contractor to furnish a Manufacture's Certificate of Compliance in lieu of material testing and inspection as required by Section 1-06.3. e. Failure to submit weekly payrolls, Intent to Pay Prevailing Wage forms, or correct underpayment to employees of the Contractor or subcontractor of any tier as required by Section 1-07.9. f. Failure of the Contractor to pay worker's benefits(Title 50 and Title 51 RCW) as required by Section w 1-07.10. g. Failure of the Contractor to submit and obtain approval of a progress schedule per Section 1-08.3. The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as have been withheld pursuant to this Section to a party or parties who are entitled to payment. Disbursement of such funds, if the Engineer elects to do so will be made only after giving the Contractor 15 calendar days prior iw SW 7`h Street—Special Provisions Page 61 tlrr 06/13/14 to written notice of the Contracting Agency's intent to do so, and if prior to the expiration of the 15-calendar day period, to 1. No legal action has commenced to resolve the validity of the claims, and 2. The Contractor has not protested such disbursement. A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this Section will be 10 made. A payment made pursuant to this section shall be considered as payment made under the terms and conditions of the Contract. The Contracting Agency shall not be liable to the Contractor for such payment made in good faith. "o 1-09.9(2) Final Payment Section 1-09.9(2) is a new section: 'i Upon Acceptance of the Work by the Contracting Agency, the final amount to be paid the Contactor will be calculated based upon a Final Progress Estimate made by the Engineer. Acceptance by the Contractor of the final payment shall be and shall operate as a release: 1. To the Contracting Agency of all claims and all liabilities of the Contractor, other than claims in stated amounts as may be specifically excepted in writing by the Contractor; 2. For all things done or furnished in connection with the Work; 3. For every act and neglect by the Contracting Agency; and 4. For all other claims and liability relating to or arising out of the Work. A payment (monthly, final, retainage, or otherwise) shall not release the Contractor or the Contractor's Surety from any obligation required under the terms of the Contract Documents or the Contract Bond; nor shall such payment constitute a waiver of the Contracting Agency's ability to investigate and act upon findings of non- compliance with the WMBE requirements of the Contract; nor shall such payment preclude the Contracting Agency from recovering damages, setting penalties, or obtaining such other remedies as may be permitted by law. Before the Work will be accepted by the Contracting Agency, the Contractor shall submit an affidavit, on the so form provided by the Engineer, of amounts paid to certified disadvantaged (DB), minority (MBE) or women business enterprises (WBE) participating in the Work. Such affidavit shall certify the amounts paid to the DB, MBE or WBE subcontractors regardless of tier. N On federally funded projects the Contractor may also be required to execute and furnish the Contracting Agency an affidavit certifying that the Contractor has not extended any loans, gratuity or gift and money pursuant to Section 1-07.19 of these Specifications. If the Contractor fails, refuses, or is unable to sign and return the Final Progress Estimate or any other documents required for the final acceptance of the Contract, the Contracting Agency reserves the right to establish a completion date and unilaterally accept the Contract. Unilateral acceptance will occur only after the Contractor has been provided the opportunity, by written request from the Engineer,to voluntarily submit such documents. If voluntary compliance is not achieved, formal notification of the impending unilateral acceptance will be provided by certified letter from the Engineer to the Contractor that will provide 30 calendar days for the Contractor to submit the necessary documents.The 30-calendar day deadline shall begin on the date of the postmark of the certified letter from the Engineer requesting the necessary documents.This reservation by the Contracting Agency to unilaterally accept the Contract will apply to contracts that are completed in accordance with Section 1-08.5 for contracts that are terminated in accordance with Section 1-08.10. Unilateral acceptance of the Contract by the Contracting Agency does not in any way relieve the Contractor of the provisions under contract or of the responsibility to comply with all laws, ordinances, and federal, state, and local regulations that affect the Contract. The date the Contracting Agency unilaterally signs the Final Progress Estimate constitutes the final acceptance date (Section 1-05.12). SW 7`h Street—Special Provisions Page 62 1�1 of 06/13/14 1-09.11 Disputes and Claims aw 1-09.11(2) Claims Paragraph 5 is revised as follows: +rr Failure to submit with the Final Application for Payment such information and details as described in this section for any claim shall operate as a waiver of the claims by the Contractor as provided in Section 1-09.9. .rr 1-09.11(3) Time Limitations and Jurisdiction Paragraph 1,Sentence 1 is revised as follows: ...such claims or causes of action shall be brought in the Superior Court of the county where the Work is performed. 1-09.13 Claims and Resolutions 1-09.13(3) Claims$250,000 or Less Delete this Section and replace it with the following: The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by nonbonding ADR processes, shall be resolved through litigation, unless the parties mutually agree in writing to resolve the claim through binding +� arbitration. 1-09.13(3)A Administration of Arbitration Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency's headquarters are located. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the Contract as a basis for decisions. err 1-09.13(3)8 Procedures to Pursue Arbitration +� Section 1-09.13(3)6 is supplemented by adding: .rr The findings and decision of the board of arbitrators shall be final and binding on the parties, unless the aggrieved party, within 10 days, challenges the findings and decision by serving and filing a petition for review by the superior court of King County, Washington. The grounds for the petition for review are limited to r showing that the findings and decision: 1. Are not responsive to the questions submitted; 2. Is contrary to the terms of the contract or any component thereof; 3. Is arbitrary and/or is not based upon the applicable facts and the law controlling the issues submitted to arbitration. The board of arbitrators shall support its decision by setting forth in writing their findings and conclusions based on the evidence adduced at any such hearing. The arbitration shall be conducted in accordance with the statutes of the State of Washington and court decisions governing such procedure. rwr SW 7 th Street—Special Provisions Page 63 06/13/14 The costs of such arbitration shall be borne equally by the City and the Contractor unless it is the board's majority opinion that the Contractor's filing of the protest or action is capricious or without reasonable foundation. In the latter case, all costs shall be borne by the Contractor. 1-09.14 Payment Schedule Measurement and Payment Schedule for Bid Items in This Project Proposal Section 1-09.14 is a new section: (******) GENERAL 1-09.14(1) Scope so Section 1-09.14(1) is a new section: (******) A. Payment for the various items of the bid sheets, as further specified herein, shall include all No compensation to be received by the Contractor for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of Work being described, as necessary to complete the various items of the Work all in accordance with the ow requirements of the Contract Documents, including all appurtenances thereto, and including all costs of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Administration of the U.S. Department of Labor (OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid Schedules, and all costs therefore shall be included in the prices named in the Bid Schedules for the various appurtenant items of Work. �w B. The Owner shall not pay for material quantities, which exceed the actual measured amount used and approved by the Engineer. C. It is the intention of these specifications that performance of work under bid items shall result in complete construction, in proper operating condition, of improvements identified in these written specifications and accompanying plans. wr Work and material not specifically listed in the proposal but required in the Plans, Specifications, and general construction practice, shall be included in the bid price. No separate payment will be made for these incidental items. 1-09.14(2) Basic Bid (New Section) Section 1-09.14(2) is a new section: (******) This section is an outline of the basic bid items. Measurement and Payment, where described in a bid item, shall supersede Measurement and Payment listed in other sections of the Special Provisions and Standard Specifications. Several bid items listed below are included in both Schedule A and in Schedule B. Schedule B is grant funded ,rte work that must be tracked separately. The following definitions will be used to define the division between Schedule A and Schedule B work. If otherwise not stated, the work will be included in Schedule A. In no case shall any bid item that is installed be considered as part of both schedules. • Schedule A: Work Associated with the Storm Drain Trunkline, including pipeline, manholes, utility relocations, outfall construction and mitigation, sidewalk and curb and gutter restoration for the trunkline work, HMA restoration for the trunkline. • Schedule B: Work Associated with the Water Quality Treatment Vaults, including treatment vaults, outlet piping from treatment vaults to the new or existing storm drain including the pipe connection, SW 7'h Street—Special Provisions Page 64 rrr 06/13/14 sidewalk and curb and gutter restoration, pervious surface restoration, HMA restoration for the lateral connections to the point where it intersects with the HMA restoration for the trunkline work. The following subsections provide the Bid Items on this project. rrr 1-09.14(1)A Mobilization&Demobilization(Bid Item A-1&B-1)—Lump Sum Section 1-09.14(2)A is a new section: wr Measurement for mobilization & demobilization will be lump sum. The lump sum price shown will cover the complete cost of furnishing and installing, complete and in-place all Work and materials necessary to move and ;,w organize equipment and personnel onto the job site, provide and maintain all necessary support facilities and utilities, obtain all necessary permits and licenses, prepare the site for construction operations, and maintain the site and surrounding areas during construction, provide protection of existing utilities, provide component V0 and system testing, and move all personnel and equipment off the site after contract completion. The Contractor shall provide two (2) Project signs; one near the intersection of SW 7th Street and Naches Ave SW and one at the intersection of SW 7th Street and Powell Ave S. Final locations shall be approved by Engineer. The signs shall be constructed to the specifications shown on the construction plans. rrr The Contractor shall prepare a Mobilization Plan showing the proposed location for storage of all equipment and material proposed to be located at the site. Storage shall not interfere with use of the City ROW and commercial and residential access. a For any proposed storage on private property outside the easement or work area,the Contractor shall obtain a Temporary Use Permit for storage areas on private property. The Contractor shall be responsible for all fees, applications, and work needed to obtain the permit. The Contractor shall allow 3 to 4 weeks to obtain the Temporary Use Permit from the City. No excavation shall occur with Contractor obtained staging areas. Work hours are subject to the limitations in the Traffic Control Plan. • For work along SW 7th St working hours shall be between 8 am to 8 pm, Monday through Friday unless otherwise approved in advance by the City. No work on Sundays • For work along Naches Ave SW working hours shall be between 7 am to 8 pm, Monday through Friday unless otherwise approved in advance by the City No work on Sundays. • Saturday work is allowed, 7 am to 7 pm, but must be pre-scheduled with the City. r The Contractor shall prepare a Work Plan that shall include the following: A. Proposed Construction Sequence and Schedule for all major items of work. B. Mobilization Plan showing the proposed location for storage of all equipment and materials. C. Temporary Erosion and Sediment Control Plan for all stages of the project (including creek bypass plan). D. Traffic Control Plan, including provisions for cleaning and sweeping of any impacted roadways. SW 7"'Street—Special Provisions Page 65 No 06/13/14 E. Trench Excavation Safety Systems plan/provisions. F. Identify Disposal Sites for various waste materials and provide copies of the site's permits, licenses, and approvals. G. Pedestrian Handling Plan. rw The Work Plan shall be submitted to the City for review and approval within 10 days of the contract award. Payment for mobilization will be made at the lump sum amount bid (NOT to exceed 80% of bid price prior to completion of construction) based on the percent of completed Work as defined in the Standard Specifications for Road, Bridge, and Municipal Construction (WSDOT)for mobilization. Payment for the remaining 20%will be made upon completion and final clean-up of the construction site. Such payment will be complete compensation for all mobilization of employees, equipment and materials, Mobilization Plan, Work Plan, 40 preparation of all necessary submittals, bonds, insurance, site improvements, permits, clean-up, Contaminated Soil and Groundwater Handling and Management Plan, safety plan, and other plans/submittals not specifically covered in bid items, etc. all in conformance with the Contract Documents. This bid item may not be more than ten percent(10%) of the total amount of Bid for either schedule. 1-09.14(2)B Minor Change(Bid Item A-2&B-2)—Estimated Section 1-09.14(2)B is a new Section: For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for "Minor Change" in the Proposal to become a part of the total bid by the Contractor. At the discretion of the Contracting Agency, all or part of this estimated amount may be used in lieu of the more formal procedure as outlined in Section 1-04.4 of the Standard Specifications. The unit contract price for Minor Changes is given in the Schedule of Prices and shall not be changed by the bidder. All work and payment under this item will be authorized in writing by the City Project Manager or Supervisor. Payment will be determined in accordance with Section 1-09.4 of the Standard Specifications. Payment for this item will be only for the changes and amounts approved by the City. If no changes are authorized under this bid item final payment for this item will be$0 (zero). 1-09.14(2)C Construction Surveying,Staking,and As-Built Drawings(Bid Item A-3&B-3)—Lump Sum Section 1-09.14(2)C is a new section: Measurement for construction surveying, staking and as-built drawing information will be per the lump sum bid price and based on the percentage of total Work complete at the time of measurement. Payment may be prorated over the construction period based on the amount of work completed for construction surveying, staking and as-built information. Survey will be per Special Provision Section 1-05.4 and City of Renton Surveying Standards on Special Provision Section 1-11. The as-built survey will be per Special Provisions Section 1-11. Payment will be complete compensation for all labor, materials, equipment, travel, surveying needed to construct the improvements to the line and grade as shown on the Plans, to provide the required construction and as-constructed field (as-built information) notes and drawings, etc. required to complete this item of Work in conformance with the Contract Documents. No more than 50% of the bid amount for this item will be paid prior to the review and acceptance of the as-constructed information by the Engineer. aw SW 7th Street—Special Provisions Page 66 go 00 06/13/14 1-09.14(2)D Archeological and Historical Salvage(Bid Item A-4&B-4)—Estimate ow Section 1-09.14(2)D is a new section: so Once an archeological or historical artifact is found, any added work necessary to further uncover, fence, dewater, or otherwise protect or assist in such testing, exploratory operations and salvaging of the objects as ordered by the Engineer shall be paid by force account as provided in Section 1-09.6. fm To provide a common basis for all bidders, the Contracting Agency has entered an amount for the item "Archaeological and Historical Salvage" in the Proposal to become a part of the total bid by the Contractor. or Payment for this item will be only for treating an artifact as directed by the Engineer. Work associated with assisting the Owner's Representative Archeologist to conduct its inspection and exploratory operations prior to any discovery shall be incidental to other bid items. go If the discovery and treatment activities require the Engineer to suspend the Contractor's work, any adjustment in time will be determined by the Engineer pursuant to Section 1-08.8. ow The Contractor shall not have cause for claim of downtime or any other additional costs associated with "waiting" if artefacts are encountered. so 1-09.14(2)E Fish Exclusion(Bid Item A-S)—Lump Sum Section 1-09.14(2)E is a new section: wr (******) Measurement for fish exclusion will be per the lump sum bid price in conformance with the Contract Documents. o The item includes all work needed to safely capture, remove, and relocate all fish within the temporary diversion area in accordance with sheet G4 of the Construction Plans, Section 1-07.6, and the Washington #Ar Department of Fish and Wildlife Scientific Collection Permit required to be obtained by the Contractor prior to the start of Temporary Bypass installation. ow Payment for fish exclusion will be complete compensation for all material, labor, tools, equipment and incidental costs to provide the fish exclusion work in conformance with Contract Documents and permit w. requirements. 1-09.14(2)F Utility Potholing(Bid Item A-6&B-S)—Each Section 1-09.14(2)F is a new section: rrr Measurement for utility potholing will be per each in conformance with the Contract Documents. r The item includes all work needed to pothole existing utilities as directed by the Plans or as directed by the Engineer. All potholes shall be pre-approved by the Engineer. Any other potholing not approved by the Engineer shall be at the Contractor's cost. Potholing includes excavation, identification, measurement, refilling the hole, and temporary patch. The Contractor shall identify the utility, pipe type and size, and provide accurate measurements from the ground surface to the top of the utility in writing to the Engineer per Special Provisions Section 1-07.17 1W SW 7`h Street—Special Provisions Page 67 vrrr 06/13/14 If the native material is unsuitable to use to refill the pothole, imported backfill may be used. Imported backfill will be paid under a separate bid item. Permanent patch will be paid under a separate bid item. 10 Prior to beginning construction of the new underground utility, the Contractor shall pothole the existing underground utilities at the locations identified by the Engineer. The Contractor shall perform potholing a 16 minimum of ten (10)working days prior to construction at the pothole location to allow for potential revisions. The City shall have 10 working days after receiving the written results to make any design revisions to the plans, if needed. The Engineer may revise the design as needed if there is a conflict with existing utilities. no The Contractor shall not have cause for claim of downtime or any other additional costs associated with "waiting" if the City provides design revisions (related to the information supplied per this section) within 10 working days after the Contractor provides the written potholing results. rr The Contractor shall not have cause for claim of downtime or any other additional costs associated with "waiting" if the Engineer provides design revisions (related to the information supplied per this section) within five working days after the Contractor provides the surveyed elevations. Payment for utility potholing will be made at the unit contract price which shall include complete compensation for all material, labor, equipment and incidental costs in conformance with Contract Documents, including but not limited to, excavation, dewatering, potholing for utility location, removal, hauling and disposal of all pavement, waste and excess materials, shoring, placement of backfill (native) material, compaction, water, grading, temporary patch, and cleaning. Payment also includes all temporary traffic control operations, utility one-call and, coordination with utility owner, and temporary restoration work associated with potholing. Permanent asphalt or concrete restoration shall be paid for under separate items. 1-09.14(2)G Resolution of Utility Conflicts(Bid Item A-7&8-6)—Force Account Section 1-09.14(2)G is a new section: Payment will be made at the discretion of the Engineer,for the following bid item(s) in accordance 111 with Section 1-09.6 of the Standard Specifications and these Special Provisions when included in the Proposal: "Resolution of Utility Conflicts," per Force Account In no way shall the work described under Resolution of Utility Conflicts relieve Contractor of any of the responsibilities described in Section 1-07.17 of the Standard Specifications and Special Provisions, and elsewhere in the Contract Documents. To provide a common basis for all bidders, the Contracting Agency has entered an amount for the item "Resolution of Utility Conflicts" in the Proposal to become a part of the total bid by the Contractor. Payment for this item will be only for the changes and amounts approved by the City. If no changes are authorized Ii under this bid item,final payment for this item will be$0(zero). 1-09.14(2)H Stormwater Pollution Prevention and TESC Plan and Implementation(Bid Item A-8&8-7)—Lump Sum Section 1-09.14(2)H is a new section: Measurement for Stormwater Pollution Prevention and TESC Plan and Implementation will be based on the lump sum bid price in conformance with the Contract Documents. SW 7th Street—Special Provisions Page 68 r 06/13/14 wrr Temporary Erosion Control measures include cleaning catch basins, filter fabric fencing, construction entrance, straw mulch, plastic sheeting, etc. at a minimum. Other erosion control measures may be necessary depending on weather and site conditions, including but not limited to, hay bales, placement of plastic sheets over r.. exposed soil and stockpiles, mulching, netting,etc., and any other activities needed to control erosion from the project. The Contractor shall update the DRAFT Storm Water Pollution Prevention Plan, develop a "red lined" Temporary Erosion and Sediment Control plan and submit it to the City for review and approval. The plan shall be based on the King County Surface Water Design Manual, as adopted by the City of Renton, and proper construction practices. After the erosion control system is installed the Contractor shall make any field adjustments necessary to reduce or eliminate any erosion and discharge of sediment-laden water. All adjustments are considered incidental and no additional payment will be made for adjustments. The lump sum price for "Stormwater Pollution Prevention (and TESC) Plan and Implementation" shall be full pay for all labor, material, tools, equipment, and other incidental costs required to prepare the Stormwater Pollution Prevention Plan and Temporary Erosion and Sediment Control Plan as describe in Section 1-07.15 and implement the temporary erosion and sediment control BMP's including but not limited to installation, monitoring, and maintenance of sediment ponds, straw wattles, filter fabric fencing, pumping of construction water, coffer dams, temporary storm drain diversions including temporary piping, check dams, cover measures including plastic covering, street sweeping, collection and disposal of wastewater from asphalt and concrete cutting operations and other work necessary to meet the contract and permit requirements, not otherwise shown as a separate payment item. Payment shall also include the Contractor's use of Baker Tanks, as needed during construction and associated labor, tools, equipment and incidental costs including Baker Tank mobilization, set up, maintenance, and relocation as work progresses, and incidentals required to use Baker Tanks,when needed to meet regulatory discharge requirements. Work shall include coordination, permitting,fees, and treatment required by King County as required in 1-07.15 if discharging to the sanitary sewer. Baker Tanks, if used for storage, treatment, and discharge or disposal of chemically contaminated (does not include turbidity or pH control)groundwater and sediment will be paid by Force Account. 1-09.14(1)J Inlet Protection(Bid Item A-9&8-8)—Each Section 1-09.14(2)1 is a new section: w Measurement for inlet protection will be per each in conformance with the Contract Documents. Payment for Inlet Protection structure will be made at the unit price bid per each, which payment will be complete compensation all labor, tools material and equipment, and other incidental cost for installing, maintaining and removal and disposal of captured sediment and the catch basin insert. 1-09.14(2)K High Visibility Fencing(Bid Item A-10)—Linear Foot Section 1-09.14(2)K is a new section: err Measurement for high visibility fence will be per linear foot in conformance with the Contract Documents. Payment for high visibility fencing will be made at the unit price bid, which payment will be complete compensation for furnishing, installing, maintaining, and removing the fence as specified. Once removed, the fencing will remain the property of the Contractor. 1-09.14(2)L Temporary Stream Diversion(Bid Item A-11)—Lump Sum Section 1-09.14(2)L is a new section: SW 7'h Street—Special Provisions Page 69 06/13/14 Measurement for temporary stream diversion will be based on lump sum in conformance with the Contract Documents. Payment for temporary stream diversion will be at lump sum price bid and in accordance with Section 1-04 of the specifications. Payment shall include the preparation of a temporary stream diversion plan to the City for review and approval as well as site work including, but not limited to, furnishing all labor, tools materials and equipment to install, maintain, and remove the temporary stream diversion, including all pipe, sand bags, plastic, monitoring, pumping and fuel and emergency standby equipment if used, and other materials. All adjustments are considered incidental and no additional payment will be made for adjustments. 1-09.14(2)M Seeding,Fertilizing and Mulching(Bid Item A-12)—Square Yard Section 1-09.14(2)M is a new section: (******) Measurement for seeding,fertilizing, and mulching will be per square yard. Payment for Seeding, Fertilizing and Mulching will be made at the unit price bid, which payment will be complete compensation for all labor, tools, materials and equipment, for seeding, fertilizing, and mulching including watering, required to compete this item in conformance with the Contract Documents. 1-09.14(2)N Temporary Traffic Control(Bid Item A-13&B-9)—Lump Sum Section 1-09.14(2)N is a new section: (******) All adjustments to the Traffic Control Plan are considered incidental, and no additional payment will be made for adjustments. Measurement for temporary traffic control Work will be will per the lump sum bid price and shall be based on the percentage of total Work complete, at the time of measurement in conformance with the Contract Documents. Payment for temporary traffic control for Work will be made at the measured percentage amount for the pay period times the lump sum bid amount. Payment will be complete compensation for preparing and submitting a traffic control plan and pedestrian handling plan as well as all labor, tools, materials, equipment used in accordance with the approved Traffic Control Plan and pedestrian handling plan that is not included in other bid items. The Lump Sum contract price shall be full pay for all costs for performing the work described in Section 1-10.3(3), Section 1-10.3(4), and in the Traffic Control Information. Payment shall include but not be limited to providing for public convenience and safety, flaggers, traffic control supervisor, construction signs, detours, barricades, sequential arrow boards, a minimum of two Portable Changeable Message Signs, traffic control devices, truck-mounted attenuator, temporary striping, cleanup, etc. required to complete this item of Work in conformance with the Contract Documents and the Manual on Uniform Traffic Control Devices (MUTCD). 1-09.14(2)R Clearing and Grubbing and Roadside Cleanup(Bid Item A-14)—Lump Sum Section 1-09.14(2)R is a new section: (******) Measurement for clearing and grubbing and roadside cleanup Work will be per the lump sum bid price based on the percentage of total Work complete, at the time of measurement in conformance with the Contract Documents. This item includes the removal of six(6)trees near the outfall along Naches Ave SW. SW 7`h Street—Special Provisions Page 70 rrl ow 06/13/14 Payment for clearing and grubbing will be made at the lump sum price bid, which payment will be complete u, compensation for all labor, equipment, materials, hauling, excavation, disposal, etc. required to complete this item in conformance with the Contract Documents. 1-09.14(2)S Removal of Structures and Obstructions(Bid Item A-15&B-10)—Lump Sum ow Section 1-09.14(2)S is a new section: ,,. Measurement for removal of structures and obstructions work will be per the lump sum bid price based on the percentage of total Work completed at the time of measurement in conformance with the Contract Documents. Payment for removal of structures and obstructions will be made at the lump sum price bid, which payment will be complete compensation for all labor, equipment, materials, hauling, excavation, disposal, etc. required to compete this item in conformance with the Contract Documents, including but not limited to water lines, 1W storm drain lines, sanitary sewer lines, sanitary manholes, abandoned private utilities, sidewalks, curb and gutter, asphalt concrete pavement, and removal of abandoned catch basin and stormwater pump station. For the purposes of this Contract, "Removal of Structures and Obstructions" shall also include the removing, ow resetting, protecting, storing, salvaging, and replacement of miscellaneous objects required to complete the new construction. These items shall not be limited to those mentioned on the Plans or specified herein. �r "Removal of Structures and Obstructions" will not be specifically measured. However, the following approximate quantities have been estimated for items to be removed, abandoned, salved, reset or relocated. irr Items to be Removed and Disposed of, Approximate Quantity—Schedule A Approximate Quantity— r Relocated,or Reset Work Schedule B Work Asphalt/HMA Pavement(full section) 1755 SY 70 SY Asphalt/HMA Pavement (grinding up 1940 SY 90 SY to 2"depth) Cement Concrete Curb and Gutter 765 LF 245 LF ow Cement Concrete Sidewalk including 130 SY 65 SY driveways/ramps r. Ductile Iron Water lines (various sizes) 100 LF - including misc.fitting and blocking Storm Drain Line(smaller sizes< 24") 50 LF 20 LF r Storm Drain Line (60"Concrete) 125 LF - Abandoned gas lines 250 LF - aw Rock Rip Rap removal and resetting at 3 CY - outfall Removal of Abandoned Pump Station 1 - am lid and associated electrical panel foundation and appurtenances Removal and Resetting of Irrigation 1 - o meter and check valve assembly Storm Catch Basin - 1 No SW 7"'Street—Special Provisions Page 71 to 06/13/14 I 1-09.14(2)T Sawcutting(Bid Item A-16&B-11)-Linear Foot No Section 1-09.14(2)T is a new section: (******) Measurement for sawcutting existing cement and asphalt concrete pavements for pavement removal will be per linear foot as determined by the length sawcut asphalt and/or concrete completed. Where pavement is sawcut along the edge for pavement grinding, it shall be incidental to and included the cost for HMA Class%". r Payment for sawcutting will be made at the unit bid price, which payment will be complete compensation for all labor, materials, tools, and equipment to complete the item of Work in conformance with Contract Documents. w1 1-09.14(2)U Unsuitable Foundation Excavation incl Haul(Bid Item A-17&B-12)—Cubic Yard Section 1-09.14(2)U is a new section: (******) Measurement for removal and replacement of unsuitable foundation material will be measured in cubic yard in conformance with the Contract Documents. Placement of foundation material will be measured only for the 09 area(s) authorized by the Engineer. Certified tickets will accompany each load, a copy of tickets will be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Payment for removal and replacement of unsuitable foundation material will be made at the unit bid price, which payment will be complete compensation for all labor, materials, tools, equipment, excavation, foundation materials, haul, placement, water, compaction, removal and disposal of waste material, etc., required to complete this item of Work in conformance with the Contract Documents. 1-09.14(2)V Contaminated Soil and Water Management Plan(Bid Item A-18)-Lump Sum Section 1-09.14(2)V is a new section: (******) Measurement for Contaminated Soil and Water Management Plan will be per the lump sum bid price. The preparation of the Contaminated Soil and Water Management Plan shall be in accordance with Section 2- 05.3(3) of the Special Provisions. The Contaminated Soil and Water Management Plan shall include a Health and Safety Plan in accordance with Section 2-05.3(2)of the Special Provisions. to Payment for the Contaminated Soil and Water Management Plan preparation, including the Health and Safety Plan will be made at the lump sum amount bid and include all labor and materials to develop the plans as well as Contractor labor for its job site monitoring to identify any observations of"suspicious looking" materials and odors, such as an oily sheen on soils or water, and oily or chemical odors. If contaminated soil or water is encountered, handling and treatment of such contaminated soils or ground water will be paid for by Force Account. 1-09.14(2)W Soil Sampling and Testing(Bid Item A-19&B-13)—Each Section 1-09.14(2)W is a new section: (******) Measurement for Soil Sampling and Testing will be measured per each test requested by the Engineer. No separate measurement will be made for saw cutting, removal and disposal of existing improvements, backfilling and pavement restoration resulting from soil sampling excavations. Each test shall include testing for petroleum hydrocarbons by methods NWTPH-G/BTEX and NWTPH-Dx, RCRA metals, and TCLP metals follow-up as needed, and any other tests required by the disposal facility. SW 7"'Street—Special Provisions Page 72 rrr 06/13/14 The unit price for Soil Sampling and Testing shall be full pay for all labor, equipment, and material required to rr remove pavement, excavate, collect sample,transport, analyze samples, backfill sample location, restore site to pre-sample condition, and provide results to Engineer. If or when soils are being tested, Contractor shall continue the construction process on other aspects of the to project whenever possible and no additional cost for any standby time shall apply. 1-09.14(2)V Contaminated Soil Excavation Incl. Haul(Bid Item A-20&B-14)—Force Account ow Section 1-09.14(2)V is a new section: Measurement for petroleum contaminated excavation incl. haul will be measured in tons based on the tonnage reported on the shipping manifest or bill of lading from the permitted disposal facility. Certified weight tickets will accompany each load, a copy of tickets will be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Only materials excavated within the Engineer directed areas will be considered for payment. Payment for contaminated excavation incl. haul will be made at the agreed amount per ton, which payment shall include, and complete compensation for all labor, materials, equipment, excavation, removal, stockpiling, hauling, and disposal of waste materials, etc., required to complete this item of Work in conformance with the Contract Documents. The price for "force Account" shall be given in the schedule of prices and shall not be changed by the Contractor. 'r Contaminated Soil Excavation includes the excavation of materials characterized as contaminated based on sampling results for the storm sewer, sanitary sewer and water main construction, construction of outlet and manhole; and the installation of water quality vaults in accordance with the plan drawings. This excavated soil shall be managed in accordance with applicable state and federal regulations outlined in section 2-05, and in the Contract Documents. Handling and disposal of materials shall adhere to all transportation requirements, receive preapproval from a disposal facility, , manifesting, and record keeping, etc.,. The excavations will require a shoring system to limit the volume of excavation. Excavation outside the limits shown on the plan drawings shall be at no additional expense to the City. ;W Payment for this item will be only for the contaminated soil excavation incl. haul approved by the City. If no contaminated soil excavation incl. haul is authorized under this bid item,final payment for this item will be $0(zero). irr 1-09.14(2)X Contaminated Water Treatment(Bid Item A-21&B-15)—Force Account Section 1-09.14(2)X is a new section: For the purpose of providing a common proposal, and for that purpose only, the Contracting Agency has estimated the cost of treatment for this item of work and has arbitrarily entered that amount in the bid proposal to become part of the total bid by the Contractor. A force account estimate for"Contaminated Water Treatment" is included for the purpose of budget tracking. Distribution between the bid schedules will be on a pro-rata basis as determined by the Engineer. Method of treatment and/or disposal shall be proposed by the Contractor and approved by the Engineer. "Contaminated Water Treatment" shall mean any water generated during the project, including groundwater that does not meet storm drain or sanitary sewer system discharge permit limits for dissolved chemical + constituents (e.g., petroleum or solvents) after storage, settling, decanting filtering, and treatment to meet turbidity or suspended solids content criteria. Meeting turbidity or suspended solids content criteria is the responsibility of the Contractor and is included in the Dewatering bid item. No additional compensation will be ow made for testing, settling or filtering of solids or turbidity to meet these criteria. Any groundwater quality testing required when contaminated soils are encountered shall be included in this Force Account item. r SW 7th Street—Special Provisions Page 73 an 06/13/14 IIW Payment for contaminated water treatment will be per force account in accordance with Section 1-09.6, which payment will be complete compensation for all labor, materials, equipment, haul, treatment and disposal of waste materials required to complete this item of Work in conformance with Contract Documents. Storage, handling and treatment of all water that meets sanitary sewer discharge criteria or storm drain discharge criteria after solids and turbidity filtering is included in the Dewatering bid item, no additional compensation No will be made. To provide a common basis for all bidders, the Contracting Agency has entered an amount for the item "Contaminated Water Treatment" in the Proposal to become a part of the total bid by the Contractor. + Payment for this item will be only for the contaminated water treatment approved by the City. If no contaminated water treatment is authorized under this bid item, final payment for this item will be $0 (zero). 1-09.14(2)Y Dewatering(Bid Item A-22&B-16)—Lump Sum Section 1-09.14(2)Y is a new section: Measurement for dewatering will be per the lump sum bid price based on the percentage of total Work complete, by dollar value, at the time of measurement in conformance with the Contract Documents. No The lump sum Contract price for"Dewatering" shall be full pay for providing dewatering measures as necessary to complete the work, including but not limited to, preparation of the temporary dewatering plan by a Professional Engineer or Licensed Hydrogeologist, all labor, excavation, backfill, dewatering well installation operation and removal, temporary piping, pumps, steel sheets, sediment and turbidity treatment of discharge water and/or obtaining permit approval from King County (Industrial Waste Program) for discharge into sanitary sewer including all water quality testing, or other methods deemed necessary to operate and maintain a system in accordance with the Contract Documents. If additional measures are necessary due to contaminated groundwater,these measures shall be paid under Force Account. . 1-09.14(2)Z Shoring and Extra Excavation,Class B(Bid Item A-23&B-17)—Lump Sum Section 1-09.14(2)Z is a new section: (******) Measurement for shoring and extra excavation, class B will be per the lump sum bid price based on the percentage of total Work complete, by dollar value, at the time of measurement in conformance with the Contract Documents. All project shoring must at a minimum comply with WAC 296-155 Part N. Payment for shoring and extra excavation will be made at contract lump sum and will constitute full compensation for all labor, equipment, tools and materials and all else necessary for and incidental to the shoring and extra excavation in accordance with the Contract Documents. The work includes, but not limited to, preparing and submitting a shoring plan stamped by a professional engineer registered in the State of Washington by the preconstruction conference, installation and removal of shoring, or excavation and backfill for extra excavation, providing shoring for all of 60-inch pipeline work and related structures in accordance with Section 7-08.3(1)B — Shoring including the additional shoring precautions as necessary to protection adjacent utilities. to 1-09.14(2)AA Structure Excavation Incl.Haul(Bid Item A-24&B-18)—Lump Sum Section 1-09.14(2)AA is a new section: (******) Measurement for structural excavation will be per the lump sum bid price based on the percentage of total Work complete, by dollar value, at the time of measurement in conformance with the Contract Documents. Payment for structural excavation, will be at the lump sum amount bid, which payment will be complete compensation for all labor, materials and equipment and all other incidental costs to excavate, haul and SW 7`h Street—Special Provisions Page 74 w 06/13/14 disposal of excavation material required for the complete installation of project structures including the 20'-0" L x 9'-0" W x 8'-6" H Stormwater Vault (MH#4), miscellaneous structures and piping not already covered under separate bit items. 1-09.14(2)AB Trench Safety Systems(Bid Item A-25&B-19)—Lump Sum Section 1-09.14(2)AB is a new section: +rr Measurement for trench safety systems will be per the lump sum bid price based on a percentage defined as the amount of storm sewer pipelines installed divided by the total length of storm sewer pipe shown to be installed in conformance with the Contract Documents. Payment for trench excavation safety systems will be made at the measured percentage amount for the pay period times the lump sum amount bid, said payment will be complete compensation for all equipment, labor, materials, hauling, planning, design, engineering, submittals, furnishing and constructing and removal and disposal of such temporary sheeting, shoring, and bracing complete as required under the provisions of any permits and in the requirements of OSHA and RCW Chapter 49.17, etc., required to complete this item of Work in conformance with the Contract Documents. r 1-09.14(1)AC Control of water(includes storm drain bypasses)(Bid Item A-26&B-20)—Lump Sum Section 1-09.14(2)AC is a new section: 1W (******) Measurement for control of water (including storm drain bypasses) will be per the lump sum bid price and based on the percentage of total Work complete, by dollar value, at the time of measurement in conformance r"` with the Contract Documents. Payment for control of water will be full pay for furnishing all labor, materials, tools, and equipment necessary to to design, plan and provide a complete system to control and temporarily divert water around excavation areas including temporary ditchin g, piping, bermin g, pumping, temporary plugs, temporary connections, restoration of temporary connections,and all other incidentals. 00 1-09.14(2)AD Crushed Surface Top Course(Bid Item A-27)—Ton Section 1-09.14(2)AD is a new section: (******) wr Measurement for crushed surfacing top course will be measured in tons based on the weight of material installed into the Work in conformance with the Contract Documents. Certified weight tickets will accompany each load, a copy of tickets will be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Only materials placed within the pay limits shown will be considered for payment. Material placed outside of the pay limits shown on the Plans or as approved by the Engineer will be deducted wr from the certified tickets. Payment for crushed surfacing top course will be made at the amount bid per ton, which payment will be complete compensation for all labor, materials, equipment, hauling, placement, water, compaction, removal rr and disposal of waste materials, etc., required to complete this item of Work in conformance with the Contract Documents. aw Crushed Surfacing Top Course when used for foundation material for vaults, catch basins, and water quality treatment vaults shall be included in other times. 1-09.14(2)AE HMA Class 34"64-22(Bid Item A-28&B-21)—Ton Section 1-09.14(2)AE is a new section: (******) +wr SW 7`h Street—Special Provisions Page 75 ow 06/13/14 Measurement of Hot Mix Asphalt (HMA) Class 4" PG-64-22 will be per ton in conformance with the Contract Documents,with no deduction being made for the weight of liquid asphalt, blending sand, mineral filler, or any other component of the mixture. Payment for Hot Mix Asphalt (HMA) Class 112 will be per the unit bid price, which will be complete compensation for all labor, materials, equipment, tools, and incidental costs necessary for placing, compacting rr and constructing asphalt pavement in and along the Project including trench patching, sealing all cold joints, tack coat, joint seal, asphalt sidewalk transitions, hauling, notifications, aggregate, sweeping, utility marking, adjustment of utilities to grade,furnishing and preparing subgrade, cleanup, and all other incidentals necessary so for a complete paving system restore roadway grade to the existing elevations. 1-09.14(2)AF Temporary Cold Mix Asphalt Concrete Patch(Bid Item A-29&8-22)—Ton so Section 1-09.14(2)AF is a new section: Measurement for Temporary Cold Mix Asphalt Concrete shall conform to the requirements of HMA Class %" 64-22 except that the liquid asphalt shall be MC250. Payment for Cold Mix Asphalt will be per the unit bid price, which will be complete compensation for all labor, materials, equipment, tools, and all appurtenances and incidental costs necessary for furnishing, placing, compacting, maintaining, removing, cleanup, hauling and disposing of the temporary pavement material. 1-09.14(2)AG Asphalt Cost Price Adjustment(Bid Item A-30)—Calculation Section 1-09.14(2)AG is a new section: Measurement for asphalt cost price adjustment will be by calculation in conformance with the Contract Documents. "Asphalt Cost Price Adjustment" will be calculated and paid for as described in Section 5-04. For the purpose of providing a common proposal for all bidders,the Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. err 1-09.14(2)AH 20'-0"L x 9'0'Wx 8'-6"H Stormwater Vault(MH#4)(Bid Item A-31)—Lump Sum Section 1-09.14(2)AH is a new section: WA Measurement Stormwater Vault (MH#4) (20'-0" L x 9'-O",W x 8'-6" H) will be per lump sum in conformance with the Contract Documents. Payment for Stormwater Vault(MH#4)will be full pay for all materials,tools, labor,and equipment necessary to furnish and install the Stormwater Vault (MH#4) as a complete unit including but not limited to crushed rock foundation material, rebar, concrete, miscellaneous metals, grating, risers, rings, covers, pipe connections, ladders, initial installation to maintain flow in the existing pipe, removing the existing pipe through the structure, and all other appurtenances necessary to make a complete installation in accordance with the Contract Documents. 1-09.14(2)AI Storm Drain,6-inch Diameter[PM(Bid Item 8-23)—Linear Foot Section 1-09.14(2)AI is a new section: (******) Measurement for Storm Drain Pipe, 6-in Diameter [PVC] will be based on linear foot measured horizontally over the centerline of the installed pipe from the center of structures in conformance with the Contract Documents. Payment for furnishing and installing Storm Drain Pipe, 6-in Diameter [PVC] will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, hauling, excavation, removal and disposal of waste material, pipe of the size and material type required, gaskets,fittings SW 7 th Street—Special Provisions Page 76 Yry 06/13/14 and adaptors, installation, laying and jointing pipe and fittings, furnishing and placing pipe zone bedding material and pipe zone fill material, appurtenances, ethafoam pads, placement of subsequent backfill materials, compaction, water, grading, cleaning, placement and removal of temporary pavement patching, and testing, etc. required to complete the work in accordance with the Contract Documents. Select Imported Trench Backfill above the pipe zone bedding is included in other bid items. 1-09.14(2)AJ Storm Drain,8-inch Diameter[CPEP](Bid Item A-32&B-24)—Linear Foot rr Section 1-09.14(2)AJ is a new section: Measurement for Storm Drain Pipe, 8-in Diameter [CPEP] will be based on linear foot measured horizontally ar over the centerline of the installed pipe from the center of structures in conformance with the Contract Documents. Payment for furnishing and installing Storm Drain Pipe, 8-in Diameter [CPEP] will be made at the amount bid VW per linear foot, which payment will be complete compensation for all labor, materials, equipment, hauling, excavation, removal and disposal of waste material, pipe of the size and material type required, gaskets,fittings and adaptors, installation, laying and jointing pipe and fittings, furnishing and placing pipe zone bedding rr material and pipe zone fill material, appurtenances, ethafoam pads, placement of subsequent backfill materials, compaction, water, grading, cleaning, placement and removal of temporary pavement patching, and testing, etc. required to complete the work in accordance with the Contract Documents. Select Imported wr Trench Backfill above the pipe zone bedding is included in other bid items. o 1-09.14(2)AK Storm Drain,12-inch Diameter[CPEP](Bid Item A-33&B-24)—Linear Foot Section 1-09.14(2)AK is a new section: Measurement for Storm Drain Pipe, 12-in Diameter [CPEP] will be based on linear foot measured horizontally over the centerline of the installed pipe from the center of structures in conformance with the Contract Documents. �r Payment for furnishing and installing Storm Drain Pipe, 12-in Diameter [CPEP] will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, hauling, r excavation, removal and disposal of waste material, pipe of the size and material type required,gaskets,fittings and adaptors, installation, laying and jointing pipe and fittings, furnishing and placing pipe zone bedding material and pipe zone fill material, appurtenances, ethafoam pads, placement of subsequent backfill .. materials, compaction, water, grading, cleaning, placement and removal of temporary pavement patching, and testing, etc. required to complete the work in accordance with the Contract Documents. Select Imported Trench Backfill above the pipe zone bedding is included in other bid items. err 1-09.14(2)AL Storm Drain,24-inch Diameter[CPEP](Bid Item A-34)—Linear Foot Section 1-09.14(2)AL is a new section: tw Measurement for Storm Drain Pipe, 24-in Diameter [CPEP] will be based on linear foot measured horizontally over the centerline of the installed pipe from the center of structures in conformance with the Contract +r Documents. Payment for furnishing and installing Storm Drain Pipe, 24-in Diameter [CPEP] will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, hauling, excavation, removal and disposal of waste material, pipe of the size and material type required, gaskets,fittings and adaptors, installation, laying and jointing pipe and fittings, furnishing and placing pipe zone bedding material and pipe zone fill material, appurtenances, ethafoam pads, placement of subsequent backfill SW 7th Street—Special Provisions Page 77 to 06/13/14 materials, compaction, water, grading, cleaning, placement and removal of temporary pavement patching, and testing, etc. required to complete the work in accordance with the Contract Documents. Select Imported Trench Backfill above the pipe zone bedding is included in other bid items. 1-09.14(2)AM Storm Drain,60-inch Diameter[Polypropylene](Bid Item A-35)—Linear Foot Section 1-09.14(2)AM is a new section: Measurement for Storm Drain Pipe, 60-inch Diameter [Polypropylene] will be based on linear foot measured irr► horizontally over the centerline of the installed pipe from the center of structures in conformance with the Contract Documents. Payment for furnishing and installing Storm Drain Pipe, 60-inch Diameter [Polypropylene] will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, hauling, excavation, removal and disposal of waste material, pipe of the size and material type required, gaskets, fittings and adaptors, installation, laying and jointing pipe and fittings, furnishing and placing pipe zone bedding material and pipe zone fill material, appurtenances, ethafoam pads, placement of subsequent backfill materials, compaction, water, grading, cleaning, placement and removal of temporary pavement patching, and testing, etc. required to complete the work in accordance with the Contract Documents. Select Imported Trench Backfill above the pipe zone bedding is included in other bid items. rwil 1-09.14(2)AN Television Inspection(Bid Item A-36)—Linear Foot Section 1-09.14(2)AN is a new section: (******) go Measurement for television inspection will be per linear foot TV's installed in conformance with the Contract Documents. The unit price per lineal foot for Television Inspection shall be full pay for complete video inspection of all new 60-inch storm sewer pipe and furnishing an acceptable videotape or DVD to the Engineer including the cost of W controlling water during inspection. Costs for additional Television Inspection required to verify corrections or replacement of pipe,or done solely for the Contractor's convenience, shall be at the Contractor's sole expense. 1-09.14(2)AO Catch Basin Type 1(Bid Item A-37&B-25)—Each Section 1-09.14(2)AO is a new section: (******) to Measurement for furnishing and installing catch basin Type 1 will be per each for each catch basin installed in conformance with the Contract Documents. Payment for furnishing and installing catch basin Type 1 will be made at the unit bid price per each, which payment will be complete compensation for all labor, equipment, materials hauling, excavation, removal and disposal of waste material, furnishing and placing foundation material, precast concrete catch basin, gaskets, catch basin frame and lid, installation, adjustment of frames to grade, appurtenances, connections to new and existing pipes, placement of subsequent backfill materials, compaction, water, cleaning, and testing, etc. required in conformance with the Contract Documents. Select imported backfill material is included in other bid items. 1-09.14(2)AP Catch Basin Type IL(Bid Item B-26)—Each so Section 1-09.14(2)AP is a new section: (******) go SW 7th Street—Special Provisions Page 78 go rw 06/13/14 Measurement for furnishing and installing catch basin Type 1L will be per each for each catch basin installed in aw conformance with the Contract Documents. Payment for furnishing and installing catch basin Type 1L will be made at the unit bid price per each, which payment will be complete compensation for all labor, equipment, materials hauling, excavation, removal and im disposal of waste material, furnishing and placing foundation material, precast concrete catch basin, gaskets, catch basin frame and lid, installation, adjustment of frames to grade, appurtenances, connections to new and existing pipes, placement of subsequent backfill materials, compaction, water, cleaning, and testing, etc. No required in conformance with the Contract Documents. Select imported backfill material is included in other bid items. OW 1-09.14(2)AQ Catch Basin Type 2—48-inch Diam.(Bid Item B-27)—Each Section 1-09.14(2)AQ is a new section: .rr Measurement for furnishing and installing catch basin Type 2 48-inch diameter will be per each for each catch basin installed in conformance with the Contract Documents. Payment for furnishing and installing catch basin Type 2 -48-inch diameter will be made at the unit bid price per each, which payment will be complete compensation for all labor, equipment, materials hauling, excavation, removal and disposal of waste material, furnishing and placing foundation material, precast concrete catch basin, gaskets, catch basin frame and lid, installation, adjustment of frames to grade, appurtenances, connections to new and existing pipes, placement of subsequent backfill materials, compaction, water, cleaning, and testing, etc. required in conformance with the Contract Documents. Select imported backfill material is included in other bid items. wr 1-09.14(2)AR Manhole Type 3, 96-inch Diameter(Bid Item A-38)—Each Section 1-09.14(2)AR is a new section: Measurement for manhole Type 3, 96-inch diameter will be measured per each installed in conformance with the Contract Documents. WO Payment for manhole Type 3, 96-inch diameter will be made at the contract unit price and will constitute full compensation for all material, equipment, tools, labor, excavation, removal and disposal of waste material, t. furnishing and placing foundation material, concrete base (including poured-in-place base for saddle manhole), precast concrete manhole sections, gaskets, coating system (sealer), manhole frame and lid, installation, adjustment of frames to grade, ladder and rungs, appurtenances, connections, channeling, additional height UK where required, placement of subsequent backfill materials, compaction, water, cleaning, placement and removal of temporary pavement patching, and testing, etc. required in conformance with the Contract Documents. Select imported backfill material is included in other bid items. r 1-09.14(2)AS Abandon Existing Manhole(Bid Item A-39)—Each Section 1-09.14(2)AS is a new section: +rr Measurement for abandon existing manhole will be per each in conformance with Contract Documents. Payment for abandon existing manhole will be made at the unit price per each, which payment will be complete compensation for all labor, equipment, and material in accordance with Section TOS.3 and Contract Documents. rr err SW 7 th Street—Special Provisions Page 79 06/13/14 1-09.14(2)AT Connecting New Storm Pipe to Existing Storm Structure(Bid Item A-40&8-28)—Each Section 1-09.14(2)AT is a new section: Measurement for connecting new storm pipe to existing storm structure will be per each for connection made in conformance with the Contract Documents. ► Payment for connecting new storm pipe to existing storm structure will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, excavation around and protection of existing facilities cleaning the existing structure core drillin g, rechanneling existing manholes (catch basins), removal and disposal of waste material, materials hauling, relocate ladder and rungs (if necessary), connections, placement of subsequent backfill materials, compaction, water, cleaning and testing, etc. required to complete all the connections in conformance with the Contract Documents. 101W` 1-09.14(2)AU Connect Existing Pipe to New Structure(Bid Item A-41&8-29)—Each Section 1-09.14(2)AU is a new section: (******) Measurement for connect existing pipe to new structure will be per each in conformance with Contract Documents. Where the existing pipe passes through the new structure shall be counted as one connection. Payment for connect existing pipe to new structure will be made at the unit price per each, which payment will be complete compensation for all labor, equipment, material, excavation around and protection of existing pipe, cleaning the existing pipe, pipe sleeve if required to extend existing pipe to new structure, removal and disposal of waste material,and connections in accordance with Contract Documents. 1-09.14(2)AV Coredrill Pipe and Connect New Storm(Bid Item A-42&8-30)—Each Section 1-09.14(2)AV is a new section: (******) Measurement for coredrill pipe, connect new storm will be per each in conformance with Contract Documents. This item is to only be counted when core drilling exiting pipe for a new pipe connection. Coredrilling an existing structure for a new pipe connection is to be paid for under separate items. Payment for coredrill pipe, connect new storm will be made at the unit price per each, which payment will be complete compensation for all labor, equipment, material, furnishing and installation of connector (Inserta " Tee), flowable concrete backfill mix, drilling existing storm drain, removal and disposal of waste material, and all incidentals in accordance with Contract Documents. 1-09.14(2)AW Select Imported Trench Backfill (Bid Item A-43&8-31)—Ton Section 1-09.14(2)AW is a new section: (******) ww Measurement for select imported trench backfill will be measured in tons based on the weight of material installed into the Work in conformance with the Contract Documents. Certified weight tickets will accompany each load, a copy of tickets will be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Only materials placed within the pay limits shown will be considered for payment. Material placed outside of the pay limits shown on the Plans or as approved by the Engineer will be deducted from the certified tickets. Payment for select imported backfill will be made at the amount bid per ton, which payment will be complete compensation for all labor, materials, tools, equipment, incidentals necessary to furnish and install select import backfill, hauling, placement, compaction, removal, haul and disposal of unsuitable excavated materials, waste and surplus materials, etc., required to complete this item of Work in conformance with the Contract Documents. SW 7 th Street—Special Provisions Page 80 aw 06/13/14 1-09.14(2)AX Decommission Well(Bid Item A-44)—Each sw Section 1-09.14(2)AX is a new section: Measurement for decommission well will be per each in conformance with Contract Documents. No Payment for decommission well will be made at the unit price per each, which payment will be complete compensation for all labor, equipment, and material in accordance with Contract Documents and to satisfy all state regulations governing decommissioning and recording of such wells. Ow 1-09.14(2)AY Control Density Fill(Bid Item A-45&B-32)—Cubic Yard Section 1-09.14(2)AY is a new section: kW (******) Measurement for Control Density Fill will be per cubic yard in conformance with the Contract Documents. All use of CDF shall be pre-approved by the Engineer. CDF used beyond the agreed amount or CDF used without prior Engineer approval will not be paid. Payment will be made at contract unit price and will constitute full compensation for all material, equipment, r�r tools, labor, and all necessary for and incidental to the installation of Control Density Fill in accordance with the Contract Documents and as directed by the Engineer. 1-09.14(2)AZ Construction Geotextile For Separation(Bid Item A-46&B-33)—Square Yard Section 1-09.14(2)AZ is a new section: (******) Measurement for construction geotextile for separation will be per square yard installed as measured by the length installed by the standard width of the trench/sections as shown on the Plans. All use of Geotextile shall be pre-approved by the Engineer. �.. Payment will be made at contract unit price and will constitute full compensation for all material, equipment, tools, labor, and all necessary for and incidental to the installation of Geotextile in accordance with the Contract Documents and as directed by the Engineer. The Geotextile bid item is exempt from Section 1-04.6 +rw and no price adjustment will be made for variation in actual quantity used. 1-09.14(2)BA Cut,Cap and Block Existing Water Main(Bid Item A-47)—Each Section 1-09.14(2)BA is a new section: (******) Measurement for cut, cap and block existing water main will be per each in conformance with Contract Documents. Payment for cut, cap and block existing water main will be made at the unit price per each, which payment will be complete compensation for all labor, equipment, and material needed to cut the existing water main, the �r removal and disposal of waste material, install the cap and blocking in accordance with Contract Documents. 1-09.14(2)BB Connection to Existing Water Main,8-inch Diameter(Bid Item A-48)—Each Section 1-09.14(2)BB is a new section: (******) Measurement for connection to existing water main, 8-inch will be per each connection for completion in conformance with the Contract Documents. Installing a new isolation valve will be counted as 1 connection. Replacing a short section of water main to route the water above the new trunk line will be counted as 1 connection. wr SW 7th Street—Special Provisions Page 81 err n 06/13/14 Payment for connection to existing water main, 8-inch, shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing all required pipes, fittings, adapters, couplings and incidentals as required for City's water department's personnel to perform the initial cut-in installation of valves, and fittings on the existing water main(s), • Furnishing all required pipes, fittings, adapters, couplings and incidentals as required for City's water department's personnel to perform the connection of the new water lines to the existing water system and to the valves installed during the initial cut-in as described above, • Placing and compacting trench backfill 1-09.14(2)BC Connection to Existing Water Main,12-inch Diameter(Bid Item A-49)—Each Section 1-09.14(2)BC is a new section: Measurement for connection to existing water main, 12-inch will be per each connection for completion in conformance with the Contract Documents. Installing a new isolation valve will be counted as 1 connection. Replacing a short section of water main to route the water above the new trunk line will be counted as 1 +rr connection. Payment for connection to existing water main,12-inch, shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing all required pipes, fittings, adapters, couplings and incidentals as required for City's water department's personnel to perform the initial cut-in installation of valves, and fittings on the existing water main(s), • Furnishing all required pipes, fittings, adapters, couplings and incidentals as required for City's water department's personnel to perform the connection of the new water lines to the existing water system and to the valves installed during the initial cut-in as described above, • Placing and compacting trench backfill r 1-09.14(2)BD Concrete for Thrust Blocking(Bid Item A-50)—Cubic Yard Section 1-09.14(2)BD is a new section: (******) Measurement for concrete for thrust blocking, horizontal and vertical, will be per cubic yard for all concrete installed for thrust blocking and dead-man anchor blocks in conformance with the Contract Documents. Payment for concrete thrust blocking will cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and will include but not be limited to the following: • Removal, hauling and disposal of, surplus and unsuitable excavated material, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the - Engineer, t* • Furnishing and placing concrete (Class 5) for vertical and horizontal blocks, dead-man anchor blocks, reinforcing steel,shackle rods, clamp assembly,anchor bolts,turnbuckles, concrete form work, SW 7th Street—Special Provisions Page 82 or 06/13/14 • Placing and compacting trench backfill, sw • Replacing, protecting and/or maintaining existing utilities. 1-09.14(2)BE Reinforced Concrete for Water Line Cover Protection(Bid Item A-51)—Square Yard No Section 1-09.14(2)BE is a new section: Measurement for reinforced concrete for water line cover protection is per square yard installed as measured by the actual length and width installed. Payment for reinforced concrete for water line cover protection shall cover the complete costs of providing all labor, materials, tools, and equipment to install the concrete cover protection system including but not limited to the sand course above and below concrete, concrete [Class 5 concrete], reinforcing steel, concrete forms, and all other incidentals. 1-09.14(2)BF Furnish and Install 8-inch Diameter Class 52 Ductile Iron Water Pipe and Fittings(Bid Item A-52)—Linear Foot Section 1-09.14(2)BF is a new section: Measurement for furnish and install 8-inch diameter Class 52 ductile iron water pipe and fittings will be based on linear foot measured horizontally over the centerline of the installed pipe laid and tested and shall be measured through fittings,valves and couplings. Payment for furnishing and installing 8-inch diameter Class 52 ductile iron water pipes and fittings of the size, type and class specified shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: w • Excavation and haul and disposal of excess material. • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, Ow • Furnishin g, all water pipes and fittings of the size, type and class shown, polyethylene encasement, joint restraint system for pipe and for fittings, special fittings, horizontal and vertical bends, vertical wr crosses for poly-pigging, shackle rods, temporary blow-off assemblies, and all incidentals, • Coordinating with City Water Department on the installation of water pipes and fittings(City will do the actual pipe connection work when all trench work is ready and prepared by Contractor). ■+ • Furnishing and installing (in coordination with City staff)joint restraint systems for all mechanical joint fittings, • Furnishing and installing (in coordination with City staff)joint restrain systems for the required lengths "" of push-on pipe water mains on both sides of the fittings, as shown on the contract plans, • Furnishing bedding materials, placing and compacting pipe bedding,as shown on the plans, Ow • Placing and compacting trench backfill, • Testing, poly-pigging, disinfecting and flushing of new valves, • Replacing, protecting and/or maintaining existing utilities. dw 1-09.14(2)BG Furnish and Install 12-inch Diameter Class 52 Ductile Iron Water Pipe and Fittings(Bid Item A-53)—Linear Foot Ow Section 1-09.14(2)BG is a new section: wr SW 7th Street—Special Provisions Page 83 ■r 06/13/14 Measurement for furnish and install 12-inch diameter Class 52 ductile iron water pipe and fittings will be based on linear foot measured horizontally over the centerline of the installed pipe laid and tested and shall be measured through fittings,valves and couplings. Payment for furnishing and installing 12-inch diameter Class 52 ductile iron water pipes and fittings of the size, type and class specified shall cover the complete cost of providing all labor, materials, tools, equipment so required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Excavation and haul and disposal of excess material. • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing, all water pipes and fittings of the size, type and class shown, polyethylene encasement, joint restraint system for pipe and for fittings, special fittings, horizontal and vertical bends, vertical crosses for poly-pigging, shackle rods,temporary blow-off assemblies, and all incidentals, • Coordinating with City Water Department on the installation of water pipes and fittings(City will do the actual pipe connection work when all trench work is ready and prepared by Contractor). • Furnishing and installing (in coordination with City staff)joint restraint systems for all mechanical joint fittings, 1 • Furnishing and installing (in coordination with City staff)joint restrain systems for the required lengths of push-on pipe water mains on both sides of the fittings,as shown on the contract plans, • Furnishing bedding materials, placing and compacting pipe bedding, as shown on the plans, ,5 • Placing and compacting trench backfill, • Testing, poly-pigging, disinfecting and flushing of new valves, • Replacing, protecting and/or maintaining existing utilities. 1-09.14(2)BH Furnish and Install Gate Valve 8-inch Diameter(Bid Item A-54)—Each Section 1-09.14(2)BH is a new section: Measurement for furnishing and installing 8-inch gate valve assembly will be per each for each type valve installed in conformance with the Contract Documents. Payment for furnishing and installing 8-inch gate valve assembly shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and will include but not be limited to the following: • Excavation and haul and disposal of excess material. • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing all required pipes,fittings, adapters, coupling and incidentals as required for the City's water department's personnel to perform the cut-in installation of valves and fittings on the existing water main. • Furnishing and installing valves, valve boxes and covers to grade, stem extensions, valve marker posts, pipe nipples, couplings, polyethylene encasement, and all incidentals, t • Placing and compacting trench backfill, • Testing, poly-pigging, disinfecting and flushing of new valves, • Replacing, protecting and/or maintaining existing utilities. ^k SW 7th Street—Special Provisions Page 84 Ow 06/13/14 1-09.14(2)BI Furnish and Install Gate Valve 12-inch Diameter(Bid Item A-55)—Each Section 1-09.14(2)BI is a new section: Measurement for furnishing and installing 12-inch gate valve assembly will be per each for each type valve installed in conformance with the Contract Documents. Payment for furnishing and installing 12-inch gate valve assembly shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and will include but not be limited to the following: • Excavation and haul and disposal of excess material. • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing all required pipes,fittings, adapters, coupling and incidentals as required for the City's water +r department's personnel to perform the cut-in installation of valves and fittings on the existing water main. • Furnishing and installing valves, valve boxes and covers to grade, stem extensions, valve marker posts, N ' pipe nipples, couplings, polyethylene encasement, and all incidentals, • Placing and compacting trench backfill, UK • Testing, poly-pigging, disinfecting and flushing of new valves, • Replacing, protecting and/or maintaining existing utilities. fto 1-09.14(2)8! New 2-inch Diameter Water Service(Bid Item A-56)—LS Section 1-09.14(2)BJ is a new section: Im Measurement for furnishing and installing new 2-inch diameter water connection will be per lump sum in conformance with the Contract Documents. Payment for furnishing and installing 2-inch diameter water connection will cover the complete cost of 00 providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and will include but not be limited to the following: • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Boring, hole-hogging, tunneling, mechanical or hand trenching to install new water service line (if +rr trenching is not used), • Furnishing and installing new 2- gate valve and appurtenances, tapping the main, laying and jointing the new copper water service lines and fittings, reconnecting existing meter setter, re-installing meter boxes and lids, reconnecting existing irrigation check valves and resetting control valve check box. • Testing, disinfecting and flushing the new service line, • Placing and compacting trench backfill, • Replacing, protecting and/or maintaining existing utilities. 1-09.14(2)AK Topsoil Type A(Bid Item A-57)—Cubic Yard Section 1-09.14(2)AK is a new section: "" Measurement for topsoil type A will be per cubic yard. SW 7th Street—Special Provisions Page 85 06/13/14 Payment for topsoil Type A will be at the unit price bid per cubic yard, which payment shall be complete compensation for all labor, materials, and equipment, required to complete this item of Work in conformance with Contract Documents. 1-09.14(2)AL Topsoil Type C(Bid Item A-58&8-34)—Cubic Yard Section 1-09.14(2)AL is a new section: Measurement for topsoil type C will be per cubic yard. Payment for topsoil Type C will be at the unit price bid per cubic yard, which payment shall be complete compensation for all labor, materials, and equipment, required to complete this item of Work in conformance with Contract Documents. 1-09.14(2)BM PSIPE, ,_cont. (Bid Items A-59 throughA-63)—Each Section 1-09.14(2)BM is a new section: Measurement for PSIPE, , _ cont. will be per each in conformance with the Contract Documents. Payment for PSIPE, , _cont. will be made at the amount bid per each, which payment will be complete compensation for all will be full pay for all materials, labor, tools, equipment, and supplies necessary for weed control within the planting area, planting area preparation, fine grading, planting, applying mulch, staking, installing beaver wire, cultivating, watering, cleanup for the particular items called for in the Contract Documents, and plant establishment. 1-09.14(2)BN PSIPE ,Live Stakes(Bid Items A-64 through A-66)—Each Section 1-09.14(2)BN is a new section: Measurement for PSIPE , Live Stakes will be measured per each installed in conformance with the Contract Documents. Payment will be made at contract unit price and will constitute full compensation for all materials, equipment, tools, labor and all else necessary for and incidental to the installation of live stake plants in accordance with 64 the Contract Documents. In addition, Payment will include all costs associated with plant maintenance for 1-yr warrantee period, including maintenance, and watering and replacement of rejected live stakes. 1-09.14(2)80 Cement Concrete Curb and Gutter(Bid Item A-67&8-35)—Linear Foot Section 1-09.14(2)BO is a new section: Measurement for cement concrete curb and gutter will be measured per linear foot installed in conformance with the Contract Documents. Payment will be made at contract unit price and will constitute full compensation for all material, equipment, tools, labor and all else necessary for and incidental to the installation of the cement concrete curb and gutter in accordance with Contract Documents. The concrete curb associated with the depressed gutter transition for the water quality treatment vaults will be paid for under separate items. 1-09.14(2)BP Cement Concrete Sidewalk (Bid Item A-68&8-36)—Square Yard Section 1-09.14(2)BP is a new section: SW 7th Street—Special Provisions Page 86 ! OW 06/13/14 .. Measurement for Cement Concrete Sidewalk will be in square yard of new sidewalk installed in conformance with the Contract Documents. Payment for Cement Concrete Sidewalk will be made at the unit bid price, which payment will be complete OW compensation for all labor, equipment, tools, and materials, required for a complete installation including but not limited to removing and disposal of waste material, materials hauling, foundation preparation, forming, placement,joint filler,finishing, cleanup, etc. in conformance with the Contract Documents. No The portion of the sidewalk above the extended flume for Filterra units will be paid for under separate items. 1-09.14(2)BQ Cement Concrete Driveway Entrance Type 4 (Bid Item A-69)—Square Yard Section 1-09.14(2)BQ is a new section: Measurement for cement concrete driveway entrance Type 4 will be per square yard in conformance with the Contract Documents. Payment for cement concrete driveway entrance Type 4 at the unit price bid will be complete compensation for all labor, equipment, tools, and materials, required for a complete installation including but not limited to removing and disposal of waste material, materials hauling, foundation preparation, forming, placement,joint filler,finishing, cleanup, etc. in conformance with the Contract Documents. 1-09.14(2)BR Brick Sidewalk Restoration (Bid Item A-70)—Square Yard Section 1-09.14(2)BR is a new section: aw Measurement for Brick Sidewalk Restoration will be per square yard installed in conformance with the Contract Documents. Im Payment for Brick Sidewalk Restoration will include all materials, equipment, tools, labor and all else necessary and incidental to the restoration of the brick sidewalk in accordance with the Contract Documents. .r 1-09.14(2)BS Log with Rootwad (Bid Item A-71)—Each Section 1-09.14(2)BS is a new section: so Measurement for Log with Rootwad will be measured per each installed in conformance with the Contract Documents. Payment will be made at contract unit price bid and will constitute full compensation for all material, equipment, tools, labor, and all necessary and incidental to the installation of rootwad in accordance with the plans and specifications. The work includes, but not limited to, use of existing trees removed from the site for placement as rootwads in accordance with the Contract Documents. The placement of the non-rootwad portion of the existing trees in upland locations shall be considered incidental and included in other bid items. 1-09.14(2)BT Street Light Restoration (Bid Item A-71)—Lump Sum Section 1-09.14(2)BT is a new section: wr Measurement for street light restoration will be measured per lump sum in conformance with the Contract Documents. Payment will made at contract lump sum and will constitute full compensation for all material, equipment, tools, labor and all else necessary for and incidental to temporarily remove an existing street light and reinstall it as a complete working installation in accordance with the Plans and as directed by the Engineer. SW 7th Street—Special Provisions Page 87 err 06/13/14 1-09.14(2)BU Restore Pavement Markings (Bid item A-73)—Lump Sum Section 1-09.14(2)BU is a new section: Measurement for restore pavement markings will be per lump sum in conformance with the Contract Documents. Payment will be made at contract lump sum and constitute full compensation for all material, equipment, tools, labor and all else necessary for and incidental to re-establish existing pavement markings in accordance with the plans and specifications. The following table provides an estimate of the quantities for various pavement markings to be re-established. This will also include installation of new cross-walk pavement markings. Pavement markings will not be specifically measured. However, the following approximate quantities have been estimated for items to be installed. Items to be Installed Location Approx. Quantity Center Line SW 7th Street 700 LF Naches Ave SW 0 LF Lane Line SW 7th Street 1400 LF Naches Ave SW 0 LF W These quantities are not guaranteed accurate. Quantities are for the Contractor's convenience and will be verified prior to bidding. 1-09.14(2)BV Filterra Unit With Internal Bypass—(Bid Item B-37)—Each Section 1-09.14(2)BV is a new section: Measurement for Filterra Unit with Internal Bypass will be per each unit installed in conformance with the Contract Documents. Payment for Filterra Unit with Internal Bypass — will be at contract unit price and will constitute full compensation for all material, equipment, tools, labor, and all else necessary for and incidental to the installation of the Filterra Unit, including but not limited to excavation, protection of existing utilities, foundation material and compaction, gravel backfill and compaction, the precast Filterra Unit, cast in place concrete throat opening and depressed gutter transition, pipe connections, hatches, grates, media, plantings, protection of the unit after installation and until it becomes online, coordination with the manufacturer, ' watering, and 1-year maintenance cycle and in accordance with Contract Documents. 1-09.14(2)BW Filterra Unit With Internal Bypass and Extended Flume (Bid Item B-38)—Each M1 Section 1-09.14(2)BW is a new section: Measurement for Filterra with Internal Bypass and Extended Flume — will be for each unit installed in conformance with the Contract Documents. Payment for Filterra Unit with Internal Bypass will be at contract unit price and will constitute full compensation for all material, equipment, tools, labor, and all else necessary for and incidental to the installation of the Filterra Unit, including but not limited to excavation, protection of existing utilities, foundation material and compaction, gravel backfill and compaction, the precast Filterra Unit, cast in place concrete throat opening, extended flume, and depressed gutter transition, pipe connections, hatches, grates, media, plantings, protection of the unit after installation and until it becomes online, coordination with the manufacturer,watering, and 1-year maintenance cycle and in accordance with Contract Documents. SW 7`h Street—Special Provisions Page 88 it 06/13/14 1-09.14(2)BX Sod Installation(Bid Item B-39)—Square Yard V, Section 1-09.14(2)BX is a new section: Measurement for sod installation will be per square yard placed in conformance with the Contract Documents. Payment for sod installation will be at the unit price bid per square yard, which payment will be complete compensation for all labor, materials, tools and equipment, required to complete this item of Work in conformance with Contract Documents. anc 1-10 TEMPORARY TRAFFIC CONTROL 1-10.1 General r Revise the first paragraph to read: The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being wr furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, at sidewalks, or paths. No Work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place. Section 1-10.1 is supplemented by adding the following: No (******) When the bid proposal includes an item for"Traffic Control," the Work required for this item shall be all items ow described in Section 1-10, including, but not limited to: 1. Furnishing and maintaining barricades,flashers, construction signing, and other channelization devices, unless a pay item is in the bid proposal for any specific device and the Special Provisions specify aw furnishing, maintaining,and payment in a different manner for that device; 2. Furnishing traffic control labor,equipment, and supervisory personnel for all traffic control labor; 3. Furnishing any necessary vehicle(s) to set up and remove the Class B construction signs and other us traffic control devices; 4. Furnishing labor and vehicles for patrolling and maintaining in position all of the construction signs and the traffic control devices, unless a pay item is in the bid proposal to specifically pay for this Work; and wrr S. Furnishing labor, material, and equipment necessary for cleaning up, removing, and replacing of the construction signs and the traffic control devices destroyed or damaged during the life of the project. ,. 6. Removing existing signs as specified or as directed by the Engineer and delivering to the City Shops, or storing and reinstalling as directed by the Engineer. 7. Preparing a traffic control plan for the project and designating the person responsible for traffic control at the Work site. The traffic control plan shall include descriptions of the traffic control methods and devices to be used by the prime Contractor, and subcontractors, shall be submitted at or before the preconstruction conference, and shall be subject to review and approval of the Engineer. aw 8. Contacting police, fire, 911, and ambulance services to notify them in advance of any Work that will affect and traveled portion of a roadway. +w 9. Assuring that all traveled portions of roadways are open to traffic at all times, except for the allowable work hours as specified in Section 1-10.2(2). 10. Promptly removing or covering all non-applicable signs during periods when they are not needed. SW 7`h Street—Special Provisions Page 89 06/13/14 If no bid item "Traffic Control" appears in the proposal, then all Work required by these sections will be considered incidental and their cost shall be included in the other items of Work. If the Engineer requires the Contractor to furnish additional channelizing devices, pieces of equipment, or services, which could not be usually anticipated, by a prudent Contractor for the maintenance and protection of traffic, then a new item or items may be established to pay for such items. Further limitations for consideration of payment for these items are that they are not covered by other pay items in the bid proposal, they are not specified in the Special Provisions as incidental, and the accumulative cost for the use of each individual channelizing device, piece of equipment,or service must exceed $200 in total cost for the duration of wr their need. In the event of disputes, the Engineer will determine what is usually anticipated by a prudent Contractor. The cost for these items will be by agreed price, price established by the Engineer, or by force account. Additional items required as a result of the Contractor's modification to the traffic control plan(s) appearing in the Contract shall not be covered by the provisions in this paragraph. Traffic control and maintenance for the safety of the traveling public on this project shall be the sole No responsibility of the Contractor and all methods and equipment used will be subject to the approval of the Owner. Traffic control devices and their use shall conform to City of Renton standards, the Manual on Uniform Traffic Control Devices(MUTCD), and the contract documents. The Contractor shall not proceed with any construction until proper traffic control has been provided to the A* satisfaction of the Engineer. Any days lost due to improper traffic control will be charged against the Contractor's allowable contract time, and shall not be the cause for a claim for extra days to complete the Work. 1-10.2(1)8 Traffic Control Supervisor Paragraphs 1 and 2 are revised as follows: A Traffic Control Supervisor (TCS) shall be on the project whenever traffic control labor is required or as authorized by the Engineer. rrr The TCS shall assure that all the duties of the TCS are performed during the duration of the Contract. During non-Work periods, the TCS shall be able to be on the job site within a 45-minute time period after notification by the Engineer. 1-10.2(2) Traffic Control Plans Section 1-10.2(2) is supplemented as follows: rri! The Contractor shall be responsible for assuring that traffic control is installed and maintained in conformance to established standards. The Contractor shall continuously evaluate the operation of the traffic control plan and take prompt action to correct any problems that become evident during operation. Work hours (including detours) shall be limited to the following: • For work along SW 7th St working hours 8 am to 8 pm, Monday through Friday • For work along Naches Ave SW working hours 7 am to 8 pm, Monday through Friday • Saturday work is allowed, 7 am to 7 pm (with advance notice to Engineer) • No work is allowed on Sunday go The following minimum Traffic Control requirements shall be maintained during the construction of the project: SW 7`h Street—Special Provisions Page 90 it 06/13/14 • The Contractor shall maintain continuous access to businesses during business hours. rwti► • The Contractor shall maintain one way, eastbound,traffic along SW 7th St throughout the duration of work along SW 7th St(from Naches Ave SW to Powell Ave SW). Westbound traffic will be detoured around work area. Contractor shall use two flaggers(or one uniformed police officer) at the rrw intersection of Powell Ave SW and SW 7th St, and three flaggers (or one flagger and one uniformed police officer) at the intersection of Naches Ave SW and SW 7th St to assist in the traffic control. Flaggers shall be able to communicate via radios. up • The Contractor shall maintain one lane on each direction, along Naches Ave SW throughout the duration of work along Naches Ave SW as well as the MH 4—Vault installation in the intersection. • For the installation of vault(MH4),traffic shall be limited to local access only. No through traffic. "" Contractor shall set up a detour of through traffic between Oakesdale Ave SW and Powell Ave SW. • Contractor shall install Type 3 barricades along driveways on north side of SW 7th St so that access is limited to driveways along Powell Ave SW and Naches Ave SW. "" • Contractor is required to submit a Pedestrian Handling Plan for City approval. The Plan shall include phases to go along with the various traffic control plan phases. • For work on SW 7th Street, Contractor shall place two Portable Changeable Message Signs for advance up notice of work. Portable Changeable Message Signs shall be in operation no less than 3 working days in advance of work • Additional flaggers/spotters may be needed at other times during various stages of construction and shall be specified in the Contractor's Traffic Control Plan and as required/approved by the City. No The Contractor shall be responsible for notifying all affected property owners prior to commencing the barricading of streets, sidewalks and driveways. ow Signs and barricades shall be supplemented by lanterns or flasher units during the hours of darkness. .. Drivers of motor vehicles used in connection with the construction shall obey traffic rules posted for such location in the same manner and under the same restrictions as provided for the drivers of private vehicles. to The Contractor shall, at all.times throughout the project, conduct the work in such a manner as will obstruct and inconvenience vehicular and pedestrian traffic as little as possible.The streets, sidewalks and private driveways shall be kept open by the Contractor except for the brief periods when actual work is being done. WX The Contractor shall so conduct his operations so as to have under construction no greater length or amount of work than Contractor can prosecute vigorously and Contractor shall not open up sections of the work and leave them in an unfinished condition. See Section 1-07.23(1) for additional driveway closure requirements. MW The Contractor shall provide traffic cones, barricades and drums, with warning lights in sufficient number and in good condition as required to protect the work and the public throughout the length of the job.Traffic Wr Safety Drums with flashers in addition to temporary striping will be used to channelize traffic through construction zones.Opposing lanes of traffic will be separated by pylons when clearance for drums is not adequate.All signing and channelization shall be per current MUTCD standards. .r Temporary paint striping, reflective marking tape, and/or retroreflective tubular markers shall be required for each shift of traffic control.The Contractor shall provide temporary striping, reflective marking tape, and/or to retroreflective tubular markers as required at the direction of the Engineer. Paint, reflective marking tape, and/or retroreflective tubular markers used for temporary striping shall meet the requirement of Section 8-23 of the Specifications. MW SW 7th Street—Special Provisions Page 91 us 06/13/14 The Contractor provided Traffic Control Plans shall lay out traffic control device spacing, tapers, etc.,to scale, shall contain accurate dimensions and legends and shall be signed by the preparer. 1-10.3 Flagging, Signs, and All Other Traffic Control Devices Section 1-10.3 is supplemented as follows: At the end of each working day, provisions shall be made for the safe passage of traffic and pedestrians during non-working hours. Barricades shall be reflectorized as specified in Part VI of the MUTCD, and shall be 3M-diamond grade or equivalent approved by the Engineer. Barricades shall also be equipped with flashers. 1-11 RENTON SURVEYING STANDARDS The following is a new section with new subsections: 1-11.1(1) Responsibility for Surveys All surveys and survey reports shall be prepared under the direct supervision of a person registered to practice AW land surveying under the provisions of Chapter 18.43 RCW. All surveys and survey reports shall be prepared in accordance with the requirements established by the Board of Registration for Professional Engineers and Land Surveyors under the provisions of Chapter 18.43 RCW. 1-11.1(2) Survey Datum and Precision w The horizontal component of all surveys shall have as its coordinate base: The North American Datum of 198-91. All horizontal control for projects must be referenced to or in conjunction with a minimum of two of the City of Renton's Survey Control Network monuments. The source of the coordinate values used will be shown on the survey drawing per RCW 58.09.070. The horizontal component of all surveys shall meet or exceed the closure requirements of WAC 332-130-060. The control base lines for all surveys shall meet or exceed the requirements for a Class A survey revealed in Table 2 of the Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys jointly established and adopted by ALTA and ACSM in 1992 or comparable classification in future editions of said document. The angular and linear closure and precision ratio of traverses used for survey control shall be revealed on the face of the survey drawing, as shall the method of adjustment. The horizontal component of the control system for surveys using global positioning system methodology shall exhibit at least 1 part in 50,000 precision in line length dependent error analysis at a 95 percent confidence level and performed pursuant to Federal Geodetic Control Subcommittee Standards for GPS control surveys as defined in Geometric Geodetic Accuracy Standards & Specifications for Using GPS Relative Positioning Techniques dated August 1, 1989, or comparable classification in future editions of said document. The vertical component of all surveys shall be based on NAVD 1988, the North American Vertical Datum of 1988, and tied to at least one of the City of Renton Survey Control Network benchmarks. If there are two such benchmarks within 3000 feet of the project site a tie to both shall be made. The benchmark(s) used will be shown on the drawing. If a City of Renton benchmark does not exist within 3000 feet of a project, one must be set on or near the project in a permanent manner that will remain intact throughout the duration of the project. Source of elevations (benchmark) will be shown on the drawing, as well as a description of any benchmarks established. SW 7th Street—Special Provisions Page 92 ! Y1r 06/13/14 1-11.1(3) Subdivision Information Those surveys dependent on section subdivision shall reveal the controlling monuments used and the subdivision of the applicable quarter section. Those surveys dependent on retracement of a plat or short plat shall reveal the controlling monuments, wr measurements, and methodology used in that retracement. 1-11.1(4) Field Notes Field notes shall be kept in conventional format in a standard bound field book with waterproof pages. In cases where an electronic data collector is used field notes must also be kept with a sketch and a record of control and base line traverses describing station occupations and what measurements were made at each point. .wr Every point located or set shall be identified by a number and a description. Point numbers shall be unique within a complete job. The preferred method of point numbering is field notebook, page and point set on that page. Example: The first point set or found on page 16 of field book 348 would be identified as Point No. drr 348.16.01,the second point would be 348.16.02,etc. Upon completion of a City of Renton project, either the field notebook(s) provided by the City or the original field notebook(s) used by the Surveyor will be given to the City. For all other Work, Surveyors will provide a copy of the notes to the City upon request. In those cases where an electronic data collector is used, a hard copy print out in ASCII text format will accompany the field notes. 1-11.1(5) Corners and Monuments Corner: A point on a land boundary, at the juncture of two or more boundary lines. A monument is usually set at such points to physically reference a corner's location on the ground. Monument:Any physical object or structure of record,which marks or accurately references: • A corner or other survey point established by or under the supervision of an individual per Section 1- r. 11.1(1) and any corner or monument established by the General Land Office and its successor the Bureau of Land Management including section subdivision corners down to and including one- sixteenth corners; and • Any permanently monumented boundary, right-of-way alignment, or horizontal and vertical control points established by any governmental agency or private surveyor including street intersections but excluding dependent interior lot corners. 1-11.1(6) Control or Base Line Survey Control or Base Line Surveys shall be established for all construction projects that will create permanent structures such as roads, sidewalks, bridges, utility lines or appurtenances, signal or light poles, or any non- single family building. Control or Base Line Surveys shall consist of such number of permanent monuments as are required such that every structure may be observed for staking or "as-builting" while occupying one such monument and sighting another such monument. A minimum of two of these permanent monuments shall be .r existing monuments, recognized and on record with the City of Renton. The Control or Base Line Survey shall occupy each monument in turn, and shall satisfy all applicable requirements of Section 1-11.1 herein. ,,,,,, The drawing depicting the survey shall be neat, legible, and drawn to an appropriate scale. North orientation should be clearly presented and the scale shown graphically as well as noted. The drawing must be of such quality that a reduction thereof to one-half original scale remains legible. • If recording of the survey with the King County Recorder is required, it will be prepared on 18 inch by 24 inch mylar and will comply with all provisions of Chapter 58.09 RCW. A photographic mylar of the drawing will be submitted to the City of Renton and, upon their review and acceptance per the specific requirements of the project,the original will be recorded with the King County Recorder. If recording is not required, the survey drawing shall be prepared on 22 inch by 34 inch mylar, and the original or a photographic mylar thereof will be submitted to the City of Renton. SW 7,h Street—Special Provisions Page 93 06/13/14 The survey drawings shall meet or exceed the requirements of WAC 332-130-050 and shall conform to the City of Renton's Drafting Standards. American Public Works Association symbols shall be used whenever possible, and a legend shall identify all symbols used if each point marked by a symbol is not described at each use. An electronic listing of all principal points shown on the drawing shall be submitted with each drawing. The listing should include the point number designation (corresponding with that in the field notes), a brief description of the point, and northing, easting, and elevation (if applicable) values, all in ASCII format, on IBM PC compatible media. 1-11.1(7) Precision Levels Vertical Surveys for the establishment of benchmarks shall satisfy all applicable requirements of Sections 1-05 and 1-11.1. Vertical surveys for the establishment of benchmarks shall meet or exceed the standards, Specifications and procedures of third order elevation accuracy established by the Federal Geodetic Control Committee. i Benchmarks must possess both permanence and vertical stability. Descriptions of benchmarks must be complete to insure both recoverability and positive identification on recovery. 1-11.1(8) Radial and Station--Offset Topography so Topographic surveys shall satisfy all applicable requirements of Section 1-11.1 herein. All points occupied or back sighted in developing radial topography or establishing baselines for station-offset topography shall meet the requirements of Section 1-11.1 herein. ` The drawing and electronic listing requirements set forth in Section 1-11.1 herein shall be observed for all topographic surveys. 1-11.1(9) Radial Topography Elevations for the points occupied or back sighted in a radial topographic survey shall be determined either by, 1) spirit leveling with misclosure not to exceed 0.1 feet or Federal Geodetic Control Committee third order elevation accuracy Specifications, OR 2)trigonometric leveling with elevation differences determined in at least two directions for each point and with misclosure of the circuit not to exceed 0.1 feet. 1-11.1(10) Station--Offset Topography Elevations of the baseline and topographic points shall be determined by spirit leveling and shall satisfy Federal i Geodetic Control Committee Specifications as to the turn points and shall not exceed 0.1 foot's error as to side shots. 1-11.1(11) As-Built Survey All improvements required to be "as-built" (post construction survey) per City of Renton Codes,TITLE 4 Building Regulations and TITLE 9 Public Ways and Property, must be located both horizontally and vertically by a Radial survey or by a Station offset survey. The "as-built" survey must be based on the same base line or control survey used for the construction staking survey for the improvements being "as-built". The "as-built" survey for all subsurface improvements should occur prior to backfilling. Close cooperation between the installing Contractor and the "as-builting" surveyor is therefore required. ► All "as-built" surveys shall satisfy the requirements of Section 1-11.1(1) herein, and shall be based upon control or base line surveys made in conformance with these Specifications. The field notes for "as-built" shall meet the requirements of Section 1-11.1(4) herein, and submitted with stamped and signed "as-built" drawings which includes a statement certifying the accuracy of the "as-built". The drawing and electronic listing requirements set forth in Section 1-11.1(6) herein shall be observed for all "as-built" surveys. rig SW 7th Street—Special Provisions Page 94 IW 06/13/14 1-11.1(12) Monument Setting and Referencing we All property or lot corners, as defined in 1-11.1(5), established or reestablished on a plat or other recorded survey shall be referenced by a permanent marker at the corner point per 1-11.2(1). In situations where such markers are impractical or in danger of being destroyed, e.g., the front corners of lots, a witness marker shall wE be set. In most cases, this will be the extension of the lot line to a tack in lead in the curb. The relationship between the witness monuments and their respective corners shall be shown or described on the face of the plat or survey of record, e.g., "Tacks in lead on the extension of the lot side lines have been set in the curbs on tw the extension of said line with the curb." In all other cases the corner shall meet the requirements of Section 1-11.2(1) herein. All non-corner monuments, as defined in 1-11.1(5), shall meet the requirements of Section 1-11.2(2) herein. If 4M the monument falls within a paved portion of a right-of-way or other area, the monument shall be set below the ground surface and contained within a lidded case kept separate from the monument and flush with the pavement surface, per Section 1-11.2(3). In the case of right-of-way centerline monuments all points of curvature (PC), points of tangency (PT), street intersections, center points of cul-de-sacs shall be set. If the point of intersection (PI) for the tangents of a curve fall within the paved portion of the right-of-way, a monument can be set at the PI instead of the PC and PT of the curve. For all non-corner monuments set while under contract to the City of Renton or as part of a City of Renton approved subdivision of property, a City of Renton Monument Card (furnished by the city) identifying the VW monument; point of intersection (PI), point of tangency (PT), point of curvature (PC), one-sixteenth corner, Plat monument, street intersection, etc., complete with a description of the monument, a minimum of two reference points and NAD 83/91 coordinates, and NAVD 88 elevation shall be filled out and filed with the city. nr 1-11.2 Materials 1-11.2(1) Property/Lot Corners Corners per 1-11.1(5) shall be marked in a permanent manner such as 1/2 inch diameter rebar 24 inches in length, durable metal plugs or caps, tack in lead, etc., and permanently marked or tagged with the surveyor's identification number. The specific nature of the marker used can be determined by the surveyor at the time of installation. 1-11.2(2) Monuments Monuments per 1-11.1(5) shall meet the requirements as set forth in City of Renton Standard Plans page H031 and permanently marked or tagged with the surveyor's identification number. aw 1-11.2(3) Monument Case and Cover Materials shall meet the requirements of Section 9-22 and City of Renton Standard Plans page H031. 2-01 CLEARING, GRUBBING,AND ROADSIDE CLEANUP 2-01.1 Description Section 2-01.1 is supplemented as follows: The limits of clearing and grubbing (construction limits) shall be defined as being the construction limit lines as shown in the Plans. Where, in the opinion of the Engineer, any trees abutting or adjacent to the limits of clearing and grubbing are damaged and require removal, the Contractor shall remove such trees. Any trees flagged by the Engineer to remain within the clearing and grubbing limits shall be left undamaged by the Contractor's operations. Any flagged trees, which are damaged, shall be replaced in kind at the Contractor's expense. SW 7 th Street—Special Provisions Page 95 06/13/14 Existing landscaping outside the construction limits, including but not limited to, sod, rockeries, beauty bark, decorative gravel or rock, bushes,and shrubbery shall be protected from damage. Nt The property owners shall be responsible for removing and/or relocating irrigation equipment, trees, shrubs, curbing, ornamental plants, and any other decorative landscaping materials within the construction limits that they wish to save. The Contractor shall give property owners 10 days' written notice prior to removing to landscaping materials. All landscaping materials that remain in the construction limits after that time period shall be removed and disposed of, by the Contractor, in accordance with Section 2-01 of the Standard Specifications,these Special Provisions, and the Plans. The Contractor shall receive approval from the Engineer prior to removal. Where shown on the Plans, Contractor shall retain the stump and roots of trees to be removed for use as rootwads. wr 2-01.2 Disposal of Usable Material and Debris Section 2-01.2 is supplemented as follows: arty The Contractor shall dispose of all debris by Disposal Method No. 2—Waste Site. 2-01.3(4) Roadside Cleanup Section 2-01.3(4) is supplemented with the following: "Roadside Cleanup" shall be considered incidental to and included in all bid items requiring trenching or excavation and no additional compensation shall be considered. 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS 2-02.1 Description Section 2-02.1 is supplemented with the following: , rr� This work includes removing existing HMA, cement concrete pavement, cement concrete driveways, pavers, concrete curb/gutter and underlying foundations, storm drains, culverts, manholes, catch basins, sewer piping, existing observation/monitoring wells, miscellaneous debris, fences, water lines and appurtenances, storm sewers, sewers and side sewers, CDF and concrete backfill and bedding, abandoned underground utilities, and any other items to be removed as noted on the Plans. This work will also include abandonment of monitoring wells. The Contractor is responsible to remove and replace all items damaged by construction activities. 2-02.3(3) Removal of Pavement,Sidewalks, and Curbs s t Section 2-02.3(3) is revised and supplemented as follows: Item "1" is revised as follows: In removing pavement, sidewalks, driveways, and curbs, the Contractor shall haul broken-up pieces to some lawful off-project site for disposal. The section is supplemented as follows: When an area where pavement, sidewalk, or driveway has been removed is to be opened to traffic before pavement patching has been completed, temporary mix asphalt concrete patch shall be required. Temporary ' patching shall be placed to a minimum depth of 2 inches immediately after backfilling and compaction are SW 7th Street—Special Provisions Page 96 �r 06/13/14 complete, and before the road is opened to traffic. MC cold mix or MC hot mix shall be used at the discretion of the Engineer. Remove existing HMA and concrete curbing, gutters, driveways, and sidewalk where shown on the Plans and damaged by construction. For all removals bounded by existing sidewalks or roadway pavement, make a rr� vertical sawcut across the full HMA and concrete and cut back farther if the sawcut edge ravels before new curbing and sidewalk is installed. Sawcut sidewalks at an expansion joint or contraction joint. Once the HMA and concrete curbing, sidewalk, and base material have been removed, backfill any void with crushed surfacing +w top course and compact before beginning new construction. Disposal of all materials shall be in accordance with applicable state and local regulations .w& Asbestos Handling and Disposal ow Prior to and during, the performance of any contract work, the Contractor shall verify that no asbestos containing materials are involved or will be disturbed. When asbestos is encountered, the Contractor shall be responsible for obtaining all permits from, and provide notification to, the Washington State Department of Labor and Industries, the U.S. EPA, the local air pollution control agency, and other permitting and regulatory agencies with jurisdiction over the work involving asbestos as the law requires. Prior to commencing asbestos related work, the Contractor shall provide the Engineer with written verification wr of approvals and notifications that have been given and/or obtained from the required jurisdictional agencies, and the Contractor's schedule for all work involving asbestos removal. The schedule shall include the sequencing and scheduling of asbestos related work, and coordination with subcontractors. The Contractor shall notify the Engineer when all approvals have been received and notifications have been made, as required by the agencies involved. The Contractor shall ensure the safety of all workers, visitors to the site, and the general public in accordance with all applicable laws, rules, and regulations. The Contractor shall designate a Washington State Certified Asbestos Supervisor (CAS) to personally supervise the asbestos removal and to ensure that the handling and removal of asbestos is accomplished by certified asbestos workers, pursuant to Washington State Department + of Labor and Industries standards.The Contractor shall ensure that the removal and disposal of asbestos meets the requirements of EPA regulations 40 CFR Part 61, local health department regulations, and all other applicable regulations. 2-02.3(4) Removal of Culverts, Manholes, Observation Wells,and Other Structures New Section Remove and dispose of structures, pipe, wells, and any other items as necessary to complete the work shown on the Plans. 1W Any material deemed by the Engineer to be salvageable shall be the property of the Owner and shall, upon removal, be immediately loaded and hauled to a location designated by the Engineer and shall be carefully unloaded and neatly stacked or stored. All other material will become the property of the Contractor and shall be removed from the project and disposed properly at a Contractor obtained site. Disposal of all materials shall be in accordance with applicable state and local regulations. All work associated with the removal of piping, manholes, observations wells, and other structures shall be included with and incidental to "Removal of Structures and Obstructions." The removal of observation wells shall include any requirements necessary to satisfy all state regulations governing decommissioning and recording of such wells. rr SW 7th Street—Special Provisions Page 97 r�r 06/13/14 i Where shown in the Plans or where designated by the Engineer, existing pipes to be abandoned shall be plugged for a distance of 2 diameters with commercial concrete. Care shall be used in placing the concrete in the pipe to see that the opening of the pipe is completely filled and thoroughly plugged. 2-02.3(5) Saw Cutting New Section Where shown on the Plans or where directed by the Engineer,the Contractor shall make a neat vertical saw cut '�► at the boundaries of the area to be removed. Care shall be taken saw cutting so as not to damage any of the existing asphalt concrete. to remain in place. Any pavement damage by the Contractor due to his/her operations shall be repaired or replaced by the Contractor at his/her own expense. Existing pavement shall be precut before commencing excavation, and shall be removed, as required, for the construction. All cuts shall be continuous, and shall be made with saws specifically equipped for this purpose. No skip cutting will be allowed.Any pavement which is damaged outside the allowable trench widths, as shown on the Plans,shall be repaired entirely at the Contractor's expense. Wheel cutting or jack hammering will not be considered an acceptable means of pavement "cutting," unless preapproved by the Engineer. However, even if preapproved as a method of cutting, or if the Engineer directs the Contractor to utilize this method of cutting, no payment will be made for this type of work, but rather, it shall be considered incidental to the contract bid items and no additional compensation will be allowed, and as such, merged in the various unit prices bid in the Proposal. The Contractor shall be responsible for ensuring that special precautions are undertaken so that, in accordance with Department of Ecology guidelines, no concrete (asphalt or cement) or concrete by-products are discharged into any storm drain or surface water. Cutting operations will increase the pH of water, therefore filtering is not acceptable. Thoroughly clean saw cuts where necessary by the use of high pressure water (1,400 psi or greater). All wastewater shall be collected using vacuuming and/or pumped into containers for disposal. Disposal shall be away from storm drains in compliance with all permits and regulations. Impervious surfaces contaminated from cutting operations shall be cleaned by sweepers to prevent contaminants from entering storm systems. 2-03 ROADWAY EXCAVATION AND EMBANKMENT �t 2-03.3 Construction Requirements Section 2-03.3 is supplemented by adding the following: Roadway excavation shall include the removal of all materials excavated from within the limits shown on the Plans. Suitable excavated material shall be used for embankments, while surplus excavated material or unsuitable material shall be disposed of by the Contractor. Earthwork quantities and changes will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method. Any changes to the proposed Work as directed by the Engineer that would alter these quantities shall be calculated by the Engineer and submitted to the Contractor for his review and verification. SW 7 th Street—Special Provisions Page 98 rrw 06/13/14 Any excavation or embankment beyond the limits indicated in the Plans, unless ordered by the Engineer, shall not be paid for. All Work and material required to return these areas to their original conditions, as directed by the Engineer, shall be provided by the Contractor at his sole expense. All areas shall be excavated, filled, and/or backfilled as necessary to comply with the grades shown on the +. Plans. In filled and backfilled areas, fine grading shall begin during the placement and the compaction of the final layer. In cut sections, fine grading shall begin within the final six (6) inches of cut. Final grading shall produce a surface, which is smooth and even,without abrupt changes in grade. %W Excavation for curbs and gutters shall be accomplished by cutting accurately to the cross sections, grades and elevations shown. Care shall be taken not to excavate below the specified grades. The Contractor shall maintain all excavations free from detrimental quantities of leaves, brush, sticks, trash, and other debris until final acceptance of the Work. Following removal of topsoil or excavation to grade, and before placement of fills or base course, the subgrade under the roadway shall be proof-rolled to identify any soft or loose areas which may warrant additional aw compaction or excavation and replacement. The Contractor shall provide temporary drainage or protection to keep the subgrade free from standing water. w.- If subgrade trimmer is not required on the project, all portions of Section 2-03 shall apply as though a subgrade trimmer were specified. 1W 2-03.3(14)E Unsuitable Foundation Excavation Section 2-03.3{14) is supplemented with the following: .f (******) Unsuitable foundation material shall only be removed and replaced with prior approval and at the direction of the Contracting Agency. Unsuitable foundation material removed and replaced without prior Contracting Agency approval will not be paid. 2-03.3(19)Contaminated Groundwater and Soil �w Section 2-03.3{19) is an added new section: (******) See Division 2-05 for treatment and handling of contaminated or impacted soil and groundwater. 2-04 HAUL r 2-04.5 Payment Section 2-04.5 is revised and supplemented as follows: (******) All costs for the hauling of material to, from, or on the job site shall be considered incidental to and included in the unit price of other units of Work. 2-05 IDENTIFICATION, HANDLING,TRANSPORTING AND DISPOSING OF CONTAMINATED/IMPACTED SOIL AND GROUNDWATER Section 2-05 is and added New Section: err SW 7 th Street—Special Provisions Page 99 06/13/14 2-05.1 Description These Specifications direct the Contractor regarding the identification, notification, handling,transport and W disposal requirements for contaminated soil and groundwater generated in connection with storm drainage and utility construction activities including dewatering well installation that may be required for this Project. 2-05.3 Construction Requirements Removal and Disposal of Hazardous Material Hazardous materials may exist on this project. The Geotechnical Study, Geotechnical Engineering Report, SW 7th Street Drainage Improvement Project, Renton, Washington (HWA GeoSciences, 2014) includes a preliminary assessment of known or suspect contamination in the vicinity of the project corridor. The area history, prior studies and/or test results indicate a potential for encountering petroleum hydrocarbons and related constituents,Volatile Organic Compounds, and heavy metals, in soil, groundwater, and/or confined spaces. The Contractor is responsible for all work, records, and reports required to perform the work described in this section. Prior to the start of work, the Contractor shall provide a written Contaminated Soil and Groundwater Handling and Management Plan presenting a detailed description of the Contractor's proposed method for containment, loading and hauling of contaminated media that is in accordance with these Contract Documents. +0 The Contractor shall not undertake direct communication with regulatory agencies regarding waste designation and shall route all such communications through the City. 2-05.3(1) Health and Safety The Contractor shall review the available environmental data for the site and inspect the site to identify potential hazards for workers. The Contractor shall comply with all safety and health provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA), as amended, including WISHA Safety and Health Core Rules (296-800 WAC), Respirators (296-842 WAC), and Hazardous Waste Operations (296-843 WAQ all other applicable Federal, rr� State, county, and local laws, ordinances and codes; the requirements set forth herein, and any regulations that may be specified in other parts of this Contract. In case of conflict or overlap, the provisions more protective of employee safety and health shall apply. Failure to become thoroughly familiarized with these safety and health to provisions shall not relieve the Contractor of responsibility for compliance with the obligations and requirements set forth therein. The Contractor shall be responsible for the health and safety of Contractor's employees, it's Subcontractors, suppliers, agents, Inspectors, visitors, the general public and any others providing labor, goods, or other services on the project site. The Contractor shall have instituted a corporate safety and health program and have (when required based on- site conditions) workers who are trained in hazardous waste site safety and health issues in accordance with 29 CFR 1910.120 of the Federal Register and Chapter 296-843 WAC, and personal protective equipment for employees as needed. The Contractor shall communicate daily with the Engineer regarding health and safety issues for the Engineer's safe conduct of the Engineer's duties, but such communication shall not imply any duty or responsibility on the part of the Engineer with regard to health and safety of Contractor's employees, its Subcontractors, suppliers, the general public, or others. The Engineer's responsibility and duty with regard to health and safety shall be limited to the Engineer's employees. The Contractor shall have responsibility and duty to the Engineer to communicate health and safety issues accurately and in a timely manner to allow the Engineer to take appropriate actions to protect the Engineer's employees. The Contractor shall be responsible for emergency response planning and notification, and for actual response to any and all emergencies that may occur during the course of the Work, including emergencies occurring when Contractor is not present at the site. SW 7th Street—Special Provisions Page 100 �► 06/13/14 The Contractor shall be responsible for stability of excavations and embankments caused by the Contractor's Work. Contractor shall designate one competent person as defined in Chapter 296-155 WAC, Part N,to inspect daily and document excavation safety conditions and ensure excavation safety prior to any personnel entering an excavation. +r. The Contractor shall designate, identify, and cordon off, where necessary, contaminated excavations and other "exclusion zone" areas at the site as described in the Contractor's HASP. Only designated, properly trained personnel shall be allowed in any exclusion zones. Decontamination activities shall take place in designated �+.► "contamination reduction zones." 2-05.3(2) Health and Safety Plan The Contractor shall develop, implement, maintain, supervise, and be responsible for a Health and Safety Plan (HASP). The HASP shall be prepared by an American Board of Industrial Hygiene Certified Industrial Hygienist (CIH). The HASP shall be developed in accordance with the requirements of the current health and safety guidelines established by the Washington Administrative Code (WAC), the U.S. Environmental Protection Agency (EPA) Office of Emergency and Remedial Response — Hazardous Response Support Division, the Occupational Safety and Health Administration (OSHA), and the Washington Industrial Safety and Health Act (WISHA). Where these are in conflict, the most stringent requirement shall be followed. The Contractor shall provide a copy of the HASP to the Engineer a minimum of 10 days following the Notice of Award. Engineer shall review the HASP and reserve the right to comment on it, but Engineer shall not be responsible for approval of the Contractor's HASP. 2-05.3(3) Contaminated Soil and Groundwater Handling and Management Plan The Contractor shall develop and submit a Contaminated Soil and Groundwater Handling and Management Plan a minimum of ten days following the Notice of Award. The Plan shall include, at a minimum, the following elements: 1. Stockpile construction and maintenance; and 2. Methods of contaminated soil and water treatment or disposal, including groundwater from dewatering operations per Section 2-15 of these Provisions; and 3. Instructing workers in observing and reporting questionable materials and odors, such as refuse, creosote- treated wood,oily sheen or color on soils or water, and oily or chemical odors; and 4. Identify the individual responsible for implementing the Plan and his/her qualifications; and S. Describing the procedures and equipment to monitor compliance; and 6. Developing an emergency medical care and treatment plan consistent with the HASP; and rr 7. The name, address, and State and Federal identification number of contaminated soil and ground water treatment and/or disposal facilities used by the Contractor. 8. Disposal Facility- Name, location, and State and Federal identification number(if available) of licensed off- site facility(s)for treatment and/or disposal of contaminated soils. 2-05.3(4)Jobsite Monitoring The Contractor shall be responsible for the identification of areas of soil and/or ground water contamination through observations and a continuous monitoring program designed to detect contaminated soil and ground water. The Contractor shall instruct workers to report any observations of "suspicious looking" materials and odors, such as an oily sheen on soils or water, and oily or chemical odors. In the event the Contractor's monitoring program detects the presence of a suspicious material not indicated in the Plans, the Contractor shall immediately notify the Engineer. Contractor shall test suspected contaminated soils or ground water within two (2) working days (excluding weekends) of notification, or as otherwise SW 7`h Street—Special Provisions Page 101 06/13/14 coordinated with Engineer. The Contractor shall provide analytical results and direction on soil disposition to the Engineer within three (3) working days (excluding weekends) of sample collection and submittal to the analytical laboratory. Following completion of testing to determine the nature of the material, the Engineer will decide how the material shall be handled and disposed. Options include reuse on-site, off-site disposal as unsuitable, or off-site disposal/treatment as contaminated soil. Monitoring, notification, and the time delays specified herein are included in the Base Bid, no additional compensation will be made for resulting Work delays, stockpiling, moving soil after it has been excavated and stockpiled, or ancillary costs. Testing will be per each paid under the "Soil Sampling and Testing" Bid item, per each. 2-05.3(5)Test Sampling Prior to pipeline and outlet structure construction,the Contractor shall sample soils at locations selected by the Engineer. The Contractor will perform test sampling in suspected contaminated areas. Contractor shall notify �'J► Engineer of potential detections. Sampling locations will then be determined by Engineer. Excavated soils shall be stockpiled on 10-mil (minimum) polyethylene sheeting (e.g., Visqueen) near the test pit. Upon completion of test pit excavation, excavated soils will be backfilled and compacted into the test pit when directed by the Engineer. Contractor may elect to secure and leave excavations open, consistent with their HASP, Contaminated Soil and Groundwater Handling and Management Plan, and the stockpiling requirements of Section 2-05.3(6). This process will continue throughout the given area until the directed number of test samples have been to ke n. The Contractor will send samples to an analytical laboratory for chemical analysis. The analytical results from the soil samples will be used to determine the levels of soil contamination and establish soil disposal requirements. 2-05.3(6) Storage 9 Soils that are to be disposed of off-site should be loaded directly to trucks when possible. All excavated contaminated soils shall be stockpiled as follows if not loaded immediately for off-site transport and disposal. Materials suspected of having contamination must be stockpiled separately from materials where there are no indications of contamination. The Contractor shall establish separate stockpiles as necessary for management of excavated materials prior to transport of excavated materials for on-site use as backfill or off-site disposal. The Contractor shall be responsible for constructing all stockpiles, and for inspection, maintenance, modification, and repair of stockpiles. The Contractor shall place soil on 10-mil (minimum) polyethylene sheeting (e.g., Visqueen), with polyethylene -covered earthen or straw bale berms as needed to prevent any infiltration or runoff of water. The Contractor shall cover soil with 6-mil (minimum thickness) polyethylene and sandbags or other suitable hold-downs (soil or tires are not acceptable). The Contractor shall maintain stockpiles, berms, and liners to prevent rain or surface water from contacting the soil, as well as preventing the escape of volatile contaminants, dust, or water from the stockpiled soil. Stockpiles shall remain covered at all times unless material is being added or removed. Free liquids within the stockpile shall be controlled by the Contractor so that they are not released to the environment. The maximum number of days stockpiles can remain is 8, otherwise stockpiles shall be hauled and disposed of at a lawful site in accordance with Section 2- 05.3(8). Alternatively, the Contractor may use covered steel rolloff boxes for soil storage. Rolloff boxes shall not allow any infiltration of precipitation, or water runoff from the soils. Containers must have appropriate waste labels or placards.The Contractor is responsible for decontamination of rolloff boxes as required by the box providers. The Contractor shall place an appropriate warning signage adjacent to excavated material stockpiles. Install signs at conspicuous locations immediately adjacent to all stockpiled materials clearly indicating the nature of stockpiled materials (e.g., hazardous materials, nonhazardous contaminated materials, backfill materials etc.). The Contractor shall provide suitable barricades, fencing, signing and other warning and safety devices to SW 7`"Street—Special Provisions Page 102 VV 06/13/14 protect the public and other site workers from contaminated materials, open excavations, heavy equipment, ,o and other construction activities. Following removal of stockpile materials, the Contractor shall return stockpile areas to preconstruction conditions, as determined by the Engineer. The Contractor shall remove all equipment and materials from the ow site at the conclusion of the job, including polyethylene sheeting, soil liners, covers, straw bales, personal protective equipment,and other materials at Contractor expense in accordance with all applicable regulations. Storage and handling of soils is included in the Base Bid, no additional compensation will be made for resulting VW Work delays, moving soil after it has been excavated and stockpiled,or ancillary costs. 2-05.3(7) Profiling and Manifests w The Contractor shall be responsible for any additional profiling, analysis, or documentation that may be required by the treatment/disposal facilities for Contaminated Soil. Reports are available for review from the Contracting Agency that may aid the Contractor with completing profiling as needed for the disposal/treatment r facility. The Contractor shall prepare all required profile forms and manifests on behalf of the Contracting Agency, for transportation and disposal of all contaminated materials and provide the forms to the Engineer for Owner's/Generator's signature. Prior to preparing a manifest for the Contracting Agency, the Contractor shall obtain Engineer's approval for each load of waste material proposed for disposal. The Contractor shall allow five (5) working days (excluding weekends) for obtaining an authorized "generator" signature from the Contracting Agency for all manifests or other forms required by the treatment/disposal facility. 2-05.3(8) Disposal of Excavated Soils The Engineer reserves the right to contact the treatment/disposal facilities designated by the Contractor and the appropriate regulatory agencies to verify the information provided by the Contractor. The Contractor shall verify that the receiving facility receiving each shipment of waste from the site meets the following requirements: 1. The facility is fully licensed and permitted to accept the waste by the appropriate United States of America, County, State and Federal agencies including but not limited to: county health department, local air pollution control authority, State of Washington Department of Ecology, and U.S. Environmental Protection agency. Facilities not holding valid County,State or Federal permits to accept contaminated soils will not be approved. Landfills and thermal treatment facilities must have a valid solid waste permit in accordance with the provisions of Chapter 70.95 of the Revised Code of Washington (RCW) Chapter 173- 350 or 173-351 of the Washington Administrative Code (WAC). Land use permits, stormwater permits, or agency letters of concurrence will not be accepted in lieu of the above-required soil treatment and/or disposal permits. 2.The facility will provide the treatment and or disposal services indicated and will accept the quantity and types of waste generated under this Contract within the time period of performance of this Contract. 3. The facility must not have any significant violations or other environmental conditions that affect the satisfactory operation of the facility. The Contractor shall coordinate with the waste disposal facility for loading of contaminated materials for the project site. The Contractor shall have the sole responsibility of coordinating the number of trucks, loading operations, and hours for loading and hauling with the disposal facility. Contractor shall coordinate transportation of contaminated soil with excavation Work to maintain excavation production rates for completion of the Work in accordance with the construction milestones. wr SW 7 th Street—Special Provisions Page 103 06/13/14 to 2-05.3(9) Decontamination Contractor shall minimize the spread of contaminated materials by decontaminating all equipment before it rr leaves an exclusion zone (contaminated area), as defined in the Contractor's Health and Safety Plan. Contractor shall dispose of all decontamination water generated on-site in accordance with all applicable regulations. All equipment decontamination procedures shall be performed in a decontamination facility as specified in the approved Contractor's Contaminated Soil and Groundwater Handling and Management Plan. The Contractor shall be responsible for the onsite/off-site management and disposal of all the Contractor's and Engineer's incidental wastes resulting from handling of contaminated soil and ground water. Incidental rw contaminated material includes personal protective equipment (PPE), decontamination water, erosion control materials, residual soil samples,and other materials (plastic sheeting,wash basins,scrub brushes, rags, etc.) wee. 2-05.3(10)Certification of Waste Weight and Disposal The Contractor shall prepare and provide the Engineer with copies of waste manifests and weigh tickets for each shipment of regulated waste from the site indicating each waste shipment has been received at the disposal facility. Weight, and not volume, shall be used to measure solid waste quantities for manifest and payment purposes. The Contractor shall ensure that weigh scales used are approved by an appropriate State agency. + ► The Contractor shall submit to Engineer certification of treatment/disposal for all regulated materials removed from the site within 14 days of removal. The Contractor shall provide the City with a copy of the shipping manifest or bill of lading indicating the amount of material hauled to disposal, and bearing the disposal site operator's confirmation for receipt of the material. Manifests shall be provided within one (1) working day of disposal. Contaminated Water All water that is removed from areas of contamination, including free water that leaches from contaminated soil stockpiles or water that is suspected of being contaminated, shall be collected, handled and stored in a manner that prevents the spread of contamination to adjacent soil or water or other surfaces. The Contractor is responsible for all contaminated water sampling required to determine appropriate treatment, discharge or disposal. The Contractor shall obtain a permit for sanitary sewer discharge and treat the water if needed,to meet permit criteria before discharge to the sanitary sewer. Contractor shall secure at the Contractor's expense all necessary discharge authorizations and permits from the City and from King County Industrial Waste Division per htt www.kin count . ov environment wastewater industriaiWaste Gettin Dischar eA roval Construction rAi .aspx and all other regulatory agencies with appropriate jurisdiction. The Contractor shall provide a copy of all authorizations and Permits to Engineer. The Contractor is responsible for permit compliance, monitoring and sampling. Sampling documentation shall be provided to the City. 2-06 SUBGRADE PREPARATION rr 2-06.5 Measurement and Payment Section 2-06.5 is supplemented by adding the following: Subgrade preparation and maintenance including watering shall be considered as incidental to the construction and all costs thereof shall be included in the appropriate unit or lump sum contract bid prices. SW 7`h Street—Special Provisions Page 104 rr 06/13/14 2-08 TEMPORARY DEWATERING rr. Section 2-08 is an added new section: This Section specifies the definition, responsibilities and execution for temporary dewatering for the project improvements and associated excavations. Dewatering shall include lowering the groundwater elevation to a point 2-ft below the bottom of the excavation. The Contractor shall review and become thoroughly familiar IV with the groundwater conditions and dewatering requirements presented in the Geotechnical Engineering Report, SW 7th Street Drainage Improvement Project, Renton, Washington (HWA GeoSciences, 2014) (hereafter referred to as the Geotechnical Report). The Contractor shall include in its Bid all costs to provide the dewatering facilities sufficient to control groundwater to maintain a dry and firm excavation. As described excavation depths will extend below groundwater. Dewatering will be required. In-trench pumping will likely not be adequate for dewatering. Dewatering will likely require dewatering wells or well points in some or all areas along the trench. In particular, higher ground water flow rates should be expected where the project excavations coincide with the alignment of the former Black River because ground water may preferentially flow in the alluvial sediments in that section of the project.This is in the vicinity of SW 7th Street and Naches Ave SW. Settlement of adjoining ground surface, structures or utilities may occur due to dewatering activities. Dewatering should be performed in such a way as to not cause settlements or damage to adjacent areas. Design and implementation of any dewatering system is the responsibility of the contractor. Dewatering systems should be designed and submitted to the project engineer for approval prior to the commencement of WL the excavation. The Contractor is fully responsible for the cost of all dewatering activities and thus the sequencing of the construction and excavations will be a key component during construction. The City is not responsible for any am costs associated with the Contractor's failure to plan,schedule, design, and implement a temporary dewatering system, including any delays in the project schedule that result in the need for additional dewatering. The Contractor shall be fully responsible for acquainting itself with the available information, existing site conditions,and all relevant regulatory requirements prior to commencing temporary dewatering activities. Dewatering operations shall be adequate to assure the integrity of the finished project. The Contractor is responsible for conducting the dewatering operation in a manner which will protect adjacent structures and facilities. The Contractor will be responsible for repairing any damage to adjacent structures and restoration of facilities. The Contractor shall design, install, maintain and operate a temporary dewatering system that will prevent aw water from entering, or promptly remove all water entering, all trenches and excavations from the time that excavation begins until all backfill has been completed for that excavation. The Contractor shall control groundwater so as to maintain a dry excavation, prevent softening of the bottom of any excavation, or prevent ow formation of "quick" conditions or "boils" during excavation. The Contractor is advised that improper dewatering can cause settlement of adjacent structures. The Contractor shall ensure that the operation of any temporary dewatering system will not result in excessive drawdowns, undesirable hydraulic gradients, pipe WN flotation, or settlement of adjacent structures or improvements. The Contractor shall comply with all worker safety laws and regulations. The Engineer may require the Contractor to install additional dewatering facilities throughout the duration of the project to maintain level of water table drawdown specified. Clean and contaminated (if encountered) groundwater encountered during excavation operations shall be collected by the Contractor. Contaminated groundwater, if encountered, shall be disposed of in accordance with Section 2-05. Localized perched groundwater may occur above the aquifer groundwater. Provisions shall be also made to remove perched groundwater using sump pumps. SW 7`h Street—Special Provisions Page 105 am 06/13/14 2-08.1(1) Submittals:Temporary Dewatering Plan The Contractor shall submit a Temporary Dewatering Plan to the Engineer for review at least two weeks prior to the Preconstruction Conference. The Temporary Dewatering Plan shall be prepared by a professional engineer or Licensed Hydrogeologist who is licensed to practice in the State of Washington, and who has experience in the design of dewatering systems for similar projects. The Temporary Dewatering Plan shall include: A narrative of the Contractor's proposed dewatering system methodology, �r • Working drawings showing system layout and components, • Design calculations based on estimated pumping rates demonstrating system and equipment adequacy, • Design calculations to avoid pipe flotation, • Specifications of proposed materials and equipment, including pump curves, • Models of pumps and design of sumps for removal of incidental seepage, perched groundwater, etc. • Methods for treatment of water prior to discharge, • Methods for removal of contaminants and sediments prior to discharge, • Monitoring information to be collected and submitted during dewatering, • Monitoring plan for adjacent structures • Permits and arrangements for discharge, and to • Proposed plans of operation. Any changes to the proposed system shall be submitted to the Engineer for review prior to implementation. The dewatering system shall be designed using accepted and professional methods of hydrogeological analysis and groundwater engineering design to include consideration of: A. Anticipated groundwater inflow to the excavation, based on expected aquifer properties (transmissivity, specific yield,thickness,degree of penetration, etc.). B. Expected aquifer boundary conditions, including appropriate groundwater elevations indicated in the Geotechnical Report, and as affected by possible storm events. wir C. Well performance, including the estimation of hydraulic well losses in and around the dewatering wells caused by laminar and turbulent flow in the aquifer, within the gravel pack, through the well screen slots and within the well screen. D. Mutual well interference, including loss of saturated aquifer thickness and development of seepage faces at each well resulting from cumulative drawdown of the water table. The Engineer's review of the Temporary Dewatering Plan shall not constitute approval nor relieve the Contractor from full responsibility for errors therein nor from the entire responsibility for complete and adequate water level control in the excavated areas to the extent specified herein. The Contractor shall be solely responsible for control of the groundwater levels and hydrostatic pressures to the depths herein specified and for avoiding pipe flotation and for avoiding settlement outside the excavation as herein specified. The Contractor shall bear sole responsibility for proper design, installation, operation, maintenance and any failure of any component of the temporary dewatering system for the duration of the Contract. 2-08.1(2) Performance Monitoring The City may retain an independent consultant to monitor the Contractor's Temporary Dewatering program. The Contractor shall supply the requested information to facilitate this independent review. If requested, Contractor shall attend weekly meetings with the independent consultant. SW 7`"Street—Special Provisions Page 106 ■r 06/13/14 2-08.1(4) Risk of Settlement of Adjacent Structures The Contractor shall design all dewatering system components such that water table drawdown outside the immediate trench and excavation area does not result in settlement of existing structures, including utilities, transformers, curbs,walkways,etc. At the time of dewatering, the Contractor shall conduct a survey of the foundations of all significant structures (i.e., buildings) within 100 feet of any dewatering wells or sumps. The survey shall include documentation (including photographs) identifying all cracks, fractures or settlements existing prior to beginning any dewatering activities. The Contractor shall bear the sole responsibility for any and all costs to adjacent structures associated with settlement resulting from operation of the temporary dewatering systems. The City may conduct similar pre-project survey and/or video including internal building structures. This MK information shall be a second source of data for assessing settlement. 2-08.2 Construction Requirements The dewatering system shall be designed, installed and operated in a manner so that the soil below the proposed utilities is not disturbed and softened. If, in the opinion of the Engineer, the Contractor fails to meet these conditions, the Contractor shall pay for all costs associated with the over-excavation, re-excavation and placement or replacement of materials to meet the criteria of this paragraph. The Contractor shall meet the requirements of WAC 173-160 for all well construction, development and abandonment. The Contractor shall obtain variances as required to construct dewatering systems that achieve .r the level of water table drawdown specified. The Contractor shall design all dewatering system components such that, after well development is complete, formation materials (sand and silt) do not move during pumping. +� Notification: The Contractor shall promptly notify the Engineer of any groundwater that the Contractor believes may be chemically contaminated and shall, under the direction of the Engineer, redirect water discharge to the King County sanitary sewer, or cease pumping until provisions have been made for water +� treatment(see Section 2-08.3(2)). 2-08.3(1) Operation Requirements +M The Contractor shall be or shall employ the services of a specialist subcontractor who is generally recognized as experienced and knowledgeable in the field of dewatering systems, has 10 years of experience in the installation, operation and maintenance of similar project size, and shall carry general liability insurance +.r coverage of at least $1 million. The Contractor shall employ the services of a licensed water well driller per WAC 173-162 for all well drilling, installation, construction, development and testing. The dewatering system shall be operated at all times by workers who are competent and trained in all aspects of the system operation, w maintenance and monitoring, and who have had at least 40 hours current valid health and safety training per OSHA. The drill rig shall be cleaned prior to mobilization to the project and before movement on public streets. The Contractor shall control surface runoff so as to prevent entry or collection of water in excavations or in other isolated areas of the site. 1. Schedule a. Dewatering shall be scheduled around the planned excavation schedule, including constraints as described in Section 1-08.3. Dewatering wells shall be installed sufficiently in advance of the planned excavation to allow for initial test-pumping, and water-quality sampling (including analytical turnaround time)for all wells prior to system startup. b. The dewatering system shall run continuously and shall not be shut down between shifts, at night, or on holidays, weekends, or work stoppages of any kind without written permission from the Engineer. Dewatering wells or sumps shall be operated continuously for as long as they are needed in a given area. Additionally, the pumping rate shall be set low enough to minimize the loss of fines from subsurface formations during dewatering. SW 7th Street—Special Provisions Page 107 06/13/14 2. Operational Monitoring a. The Contractor shall provide continuous 24-hour operational monitoring of the dewatering ' system by qualified personnel present on site. b. The Contractor shall bear full responsibility for all damages to work in the excavation area and for damages to any other area or structures caused by the Contractor's failure to maintain and operate the system properly, or to implement the Contingency Plan required for a storm event that may cause elevated groundwater levels. c. The Contractor shall provide adequate backu p p ower, pumps and equipment so that dewatering can be maintained in the event of a power or equipment failure. 3. System Installation, Development and Testing a. The Contractor shall bear full responsibility for acquiring a water supply with which to install any dewatering system components necessary to achieve proper completion of all work performed under this Contract i e., drilling and jetting). Mud-rota drilling is not permitted as p C• g 1 g)• rY 8 � p a method for well installation. No additives other than clean water shall be allowed during well drilling. b. The Contractor shall remove fines and drilling debris from newly installed dewatering wells and develop them to enhance the hydraulic connection between the screened interval and the surrounding formation. Wells shall be developed by appropriate means that do not cause damage until the sand content is minimized and turbidity is below 25 Nephelometric Turbidity Units (NTU). Initial well development water (minimum 20,000 gallons per well) shall be stored and allowed to settle before discharge. At c. Each well shall be test-pumped after installation and development to determine its yield and drawdown characteristics (specific capacity). Water quality samples shall be obtained at this time and submitted for analysis of the compounds listed in Section 2-08.3(3). 4. Dewatering System Protection a. The Contractor shall bear full responsibility for taking all reasonable precautions necessary to ensure continuous, successful operation of the temporary dewatering system. This includes establishing and/or maintaining adequate marking of all well, pump and pipeline locations. Wherever dewatering wells or discharge lines require crossing for access into, out of or around the excavations or areas of work, steel ramps shall protect the system from vehicular traffic or lines shall be buried. In public travel ways the City may require the lines to be buried. Where ramps are used, they shall have the strength to support the heaviest equipment on-site and shall provide at least 6 inches of clearance between the dewatering system element and the underside of the ramp. The Contractor shall clearly identify all vehicular access points across the dewatering system with brightly colored or flagged 8-foot-high poles on each side of the access point. The Contractor shall valve all ramped pipelines on both sides of the ramp. 5. Formation Protection a. The Contractor shall design, construct, operate and maintain any groundwater control system at such that foundation soils, natural or engineered, will not experience fines removal upon pumping. b. The Contractor shall monitor discharge from all parts of the system to ensure that the sand content of the discharge water does not exceed 10 parts per million (ppm) as determined by a centrifugal, separating meter such as that described in the Journal AWWA, 46:123 (February 1954) (Rossum SAND TESTER) or equivalent. The Contractor shall take sand content measurements daily until 10 days after the last well has been installed and weekly thereafter. SW 7 th Street—Special Provisions Page 108 to 06/13/14 c. The Contractor shall provide all of the equipment and fittings for monitoring sand content and n properly mount them near the system discharge point(s). The Contractor shall take sand content measurements in the presence of the Engineer and submit written test reports within 24 hours. rrL 7. System Removal a. Upon written authorization of the Engineer, the Contractor shall remove from the site all w� dewatering system elements. The Contractor shall assume ownership and responsibility for the disposal of all dewatering pumps, pipes and other assorted system hardware. The Contractor shall employ the services of a licensed water well driller per WAC 173-162 for well decommissioning and removal. Contractor shall submit a well decommissioning plan to the Engineer for approval. 2-08.3(2) Non-Contaminated Water Treatment V" This Section describes requirements for non-contaminated water treatment of dewatering water. Requirements for contaminate water treatment is contained in Section 2-05. AIL All water removed by the dewatering system (and treated as required above) will be discharged to the storm sewer that flows to the downstream system must be in accordance with a National Pollution Discharge Elimination System (NPDES) and State Waste Discharge General Permit for stormwater discharges associated with construction activities. Water shall be discharged to the storm sewer at one or more designated points, at rates not to exceed the flow capacity of the storm sewer system. The Contractor's Temporary Dewatering Plan shall show the anticipated locations of discharge and check that the discharge has adequate capacity. In the event that water from the dewatering system does not meet permit requirements for discharge to the storm sewer water shall be discharge to a City/King County sanitary sewer. All required water handling, storage, testing, and treatment for turbidity or suspended solids content criteria is included in the Base Bid. No additional compensation will be made for settling or filtering of solids or turbidity to meet storm or sanitary sewer discharge criteria. If dewatering discharge does not meet King County Sanitary Sewer Discharge Permit criteria for dissolved chemical (e.g., petroleum or solvents) constituents after storage, settling, decanting, filtering, and treatment to meet turbidity or suspended solids content criteria, Contractor shall arrange on-site treatment or off-site disposal, per the "Contaminated Dewatering Treatment and Discharge" Bid item. The Contractor shall secure, at the Contractor's expense, all necessary discharge authorizations and permits from King County and all other regulatory agencies with appropriate jurisdiction. Decontamination water may also be discharged under this permit. NPDES Discharge Limits: The NPDES rule specifies the following discharge criteria for stormwater: A. Turbidity—less than 50 NTU to City stormwater system B. pH between 6.5 and 8.5 C. No visible sheen in the stormwater discharge or in the receiving water The Contractor is required to provide and maintain a water treatment system that is capable of treating and discharging water to the storm sewer system, in accordance with the discharge permit. The Contractor shall connect the water treatment system to the storm sewer or the King County sewer for discharge of the treated water in accordance with the requirements of the permit to discharge. The Contractor UK shall provide all materials, labor,traffic control, permits and all other work for connecting to the storm sewer or King County sewer. The Contractor shall consider limitations, such as flow capacity, of the storm sewer or sanitary sewer system that will receive the treated water. w SW 7`h Street—Special Provisions Page 109 06/13/14 Additional discharge criteria may be provided in the NPDES discharge permit. 2-09 STRUCTURE EXCAVATION 2-09.1 Description rid Section 2-09.1 is supplemented by adding the following: This work also includes the excavation, haul, and disposal of all unsuitable materials such as peat, muck, swampy or unsuitable materials including buried logs and stumps. 2-09.3(I)D Disposal of Excavated Material Section 2-09.3(1)D is revised as follows: The second paragraph is replaced with: All costs for disposing of excavated material within or external to the project limits shall be included in the lump sum contract price for structure excavation,Class A or B. The third paragraph is replaced with: If the Contract includes structure excavation, Class A or B, including haul, the lump sum contract price shall include all costs for loading and hauling the material the full required distance, otherwise all such disposal 00 costs shall be considered incidental to the Work. 5-04 ASPHALT CONCRETE PAVEMENT 5-04.2 Materials Section 5-04.2 is revised and supplemented as follows: Delete the second and fourth paragraphs of this section. The base course shall be untreated crushed surfacing. Asphalt concrete shall meet the grading requirements for the specified mix. Temporary patch shall be cold or hot mix. 5-04.3 Construction Requirements Section 5-04.3 is supplemented as follows: Asphalt Concrete Patching and Overlay The Contractor shall maintain temporary hot mix asphalt patches daily during construction to the satisfaction of the governing road agency and the Engineer until said patch is replaced with a permanent s hot patch. The permanent hot mix asphalt patch shall be placed and sealed with paving grade asphalt within 30 calendar days. in Private Driveways Where a private driveway is damaged by either construction of the project or by the Contractor's use and activity on the road, it shall be repaired to the satisfaction of the property owner,the City, and to its original condition or better. Damaged asphalt-concrete driveways shall be replaced by saw cutting to a straight line and replacing a full width section. Damaged cement-concrete driveways shall be removed to the nearest joint(real or dummy)and replaced with a full width section. Damaged gravel driveways shall SW 7`"Street—Special Provisions Page 110 it 06/13/14 have crushed surfacing placed and compacted to a minimum depth of 4 inches. r Curbs,Gutters and Sidewalks Existing curbs,gutters, and sidewalks damaged by construction of the project or the Contractor's use and „* activity, shall be repaired to the satisfaction of the property owner,the City, and to its original condition or better and at no additional cost to the Owner. �rrr 5-04.3(5) Conditioning the Existing Surface Section 5-04.3(5) is supplemented as follows: The Contractor shall maintain existing surface contour during patching, unless otherwise instructed by the City Engineer or Inspector. 5-04.3(5)A Preparation of Existing Surface Section 5-04.3(5)A is supplemented as follows: The Contractor shall provide his own mechanical sweeping equipment. The sweeper will be on the project prior to the start of paving, to insure the streets to be paved are clean before the tack coat is applied. The sweeper will keep the streets clean ahead of the paving machine and clean the streets behind the empty trucks that have dumped their loads into the paving machine. The sweeper must sweep all streets made dirty by the Contractor's equipment. If the paving machine is"walked"from one rr site to another,the sweeper must sweep up behind paving machine. The sweeper shall not leave the overlay site until given permission by the City's inspector. .r.� All utilities shall be painted with a biodegradable"soap"to prevent the tack and ACP from sticking to the lids. Diesel will not be used. After the application of soap, catch basins must be covered to prevent tack and ACP from getting into catch basins. Preparation of existing surface shall be done as outlined in this Section and a tack coat shall be applied at the rate of 0.02 to 0.08 gallons per square yard. Payment for preparation of the surface and application of the tack coat shall be considered incidental to the paving and no separate payment shall be made. The Contractor shall locate all utilities for access immediately after any paving and mark the location by �.. means of painting a circle around the location and scooping a portion of asphalt 4" -6" in diameter and the depth of the overlay from the center of the utility location. The Contractor shall locate and completely expose gas and water valves for access immediately after final rolling. The day following the start of application of ACP, utility adjustments must begin. The Contractor shall have an adjustment crew adjusting utilities every workable working day until adjustments are complete. .,.. During the adjustment of any utility,existing concrete bricks or grouting material that has been broken or cracked shall be removed and replaced at the Contractor's expense. Utility adjustments must be completed within 15 working days after overlay is complete, and within the specified working days. SW 7`h Street—Special Provisions Page 111 re 06/13/14 5-04.3(7)A Mix Design Item 2 is deleted and replaced with: (*****) 1. Nonstatistical HMA Evaluation. The contractor shall submit two weeks prior to installation a certification that the mix design submitted meets the requirements of Sections 9-03.8(2) and 9-03.8(6). The contractor must submit the mix design using DOT Form 350-042 ER Verification of the mix design by the Contracting Agency is not needed. The Project Engineer will determine anti-strip requirements for the HMA. The mix design will be the initial job mix formula (JMF)for the class of mix. Any additional adjustments + ' to the JMF will require the approval of the Project Engineer and may be made per Section 9-03.8(7). 5-04.3(8)A Acceptance Sampling and Testing—HMA Mixture Item 1 is deleted and replaced with: (*****) 1. General.Acceptance of HMA shall be as provided under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications as approved by the Project Engineer. Sampling and testing of HMA acceptedt by commercial evaluation will be at the option of the Engineer. The proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Item 7 is deleted 5-04.5(1)A Price Adjustments for Quality of HMA alr Section is deleted and replaced with: (*****) W: Statistical analysis of quality of gradation and asphalt content will be performed based on Section 1-06.2 using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor"f" All aggregate passing: 1%:", 1","I Y2"I "" and No.4 sieves 2 All aggregate passing No.8, No 16, No.30, No. 50, No. 100 3 All aggregate passing No. 200 sieve 20 Asphalt binder 52p A pay factor will be calculated for sieves listed in Section 9-03.8(7) for the class of HMA and for the asphalt binder. 1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the nonstatistical acceptance tolerance limits in Section 9-03.8(7), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, SW 7 th Street—Special Provisions Page 112 06/13/14 backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. 2. Commercial Evaluation. If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the commercial acceptance tolerance limits in Section 9-03.8(7), the lot shall be evaluated to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the ar maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA produced under Nonstatistical or Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix factor(NCFM) will be determined. THE NCFM equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF,the quantity of HMA in the lot in tons,and the unit contract price per ton of the mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the composite pay factor. 5-04.5(1)A Price Adjustments for Quality of HMA Compaction Section is deleted and replaced with: VAN The maximum CPF of a compaction lot is 1.00 For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction Factor (NCCF) will be determined. THE NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the NCFF, the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. 5-06 TRENCH RESTORATION AND OVERLAY .n New Section Added: CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS Amended April 4, 2005 by Ordinance 5131 ■w SECTION 1 PURPOSE The purpose of this code section is to establish guidelines for the restoration of City streets disturbed by installation of utilities and other construction activities. Any public or private utilities, general contractors, or others permitted to work in the public right-of-way will adhere to the procedures set forth in this policy. SECTION 2 DEFINITIONS Engineer: The term engineer shall denote the City project manager, inspector and/or plan reviewer, or their designated representative. SECTION 3 HOURS OF OPERATIONS Hours for work within the roadway for asphalt overlays or trench restoration shall be as directed by the Traffic Control Plan requirements and as approved by the Traffic Operations Engineer. SECTION 4 APPLICATION 1. The following standards shall be followed when doing trench or excavation work within the paved portion of any City of Renton right-of-way. SW 7th Street—Special Provisions Page 113 06/13/14 determines to repair the temporary patch, the contractor shall reimburse the City in an amount that is double the City's cost in repairing the patch, with the second half of the reimbursement to represent City overhead and hidden costs. 5. Asphalt Concrete Class E or Class B shall be placed to the compacted depth as required and indicated on City of Renton Standard Plans#HR-05, HR-23, and HR-22 (SP Pages#H032, H032A, and H033) or as directed by the Engineer. The grade of asphalt shall be AR-4000W. The materials shall be made in conformance with Section 9-02.1(4) of the Standard Specifications. 6. Tack coat shall be applied to the existing pavement at edge of saw cuts and shall be emulsified asphalt grade CSS-1, as specified in Section 9-02.1(6) of the Standard Specifications. Tack shall be applied as specified in Section 5-04 of the Standard Specifications. 7. Asphalt Concrete Class E or Class B, shall be placed in accordance with Section 5-04 of the Standard Specifications; except those longitudinal joints between successive layers of asphalt concrete shall be displaced laterally a minimum of twelve inches (12"), unless otherwise approved by the Engineer. Fine and coarse aggregate shall be in accordance with Section 9-03.8 of the Standard Specifications. All street surfaces, walks or driveways within the street trenching areas shall be feathered and shimmed to an extent that provides a smooth-riding connection and expeditious drainage flow for the newly paved surface. Feathering and shimming shall not decrease the minimum vertical curb depth below four inches (4") for storm water flow. The Engineer may require additional grinding to increase the curb depth available for storm water flow in areas that are inadequate. Shimming and feathering, as required by the Engineer, shall be accomplished by raking out the oversized aggregates from the Class B mix as appropriate. i Surface smoothness shall be per Section 5-04.3(13) of the Standard Specifications. The paving shall be corrected by removal and repaving of the trench only. Asphalt patch depths will vary based upon the streets being trenched. The actual depths of asphalt and the work to be performed shall be as required and indicated on City of Renton Standard Plans #HR-05, HR-23, and HR-22 (SP Pages #H032, H032A, and H033). Compaction of all lifts of asphalt shall be a minimum ninety-two percent (92%) of density as determined by WSDOT Test Method 705. The number of tests required shall be determined by the Engineer. Testing shall be performed by an independent testing lab with the results being supplied to the Engineer. Testing is not intended to relieve the contractor from any liability for the trench restoration. It is intended to show the inspector, and the City,that the restoration meets these specifications. 8. All joints shall be sealed using paving asphalt AR-4000W. 9. When trenching within the unpaved roadway shoulder(s), the shoulder shall be restored to its original condition, or better. 10. The final patch or overlay shall be completed as soon as possible and shall not exceed fifteen (15) working days after first opening the trench. This time frame may be adjusted if delays are due to inclement paving weather or other adverse conditions that may exist. However, delaying of final patch or overlay work is subject to the Engineer's approval. The Engineer may deem it necessary to complete the work within the fifteen (15) working day time frame and not allow any time extension. Should this occur,the Contractor shall perform the necessary work, as directed by the Engineer. 11. A City of Renton temporary Traffic Control Plan (from Renton Transportation Engineering) shall be submitted and approved by the Engineer a minimum of ten (10) working days following Notice of Award. SW 7th Street—Special Provisions Page 116 r 06/13/14 SECTION 10 REMOVAL OF UTILITY LOCATE MARKINGS FROM SIDEWALKS REQUIRED +r+� The Permittee will be required to remove utility locate marks on sidewalks only within the Downtown Core Area.The permittee shall remove the utility locate marks within 14 days of job completion. 7-04 STORM SEWERS 7-04.2 Materials ow The first paragraph of Section 7-04.2 is revised as follows: Unless a pipe material is specifically called out on the Plans, materials shall meet the following requirements. Size Pipe Material Allowed Specification +� 30"to 60" Polypropylene Storm Sewer Pipe 9-05.24(2) 24" and smaller RCP Storm Sewer Pipe 9-05.7(2) Corrugated (lined) Polyethylene Storm Sewer Pipe 9-05.20 rr (CPEP) (watertight) PVC SDR-35 (is only allowed within Filterra Unit to next downstream catch basin) Where bends are specifically called out on the plans, they shall be of the same material and manufacturer as the main pipe and meet the manufacturer's recommendations. The second paragraph of Section 7-04.2 is supplemented as follows: The Contractor shall require pipe suppliers to furnish certificates signed by their authorized representative, stating the specifications to which the materials or products were manufactured. The Contractor shall provide 2 copies of these certifications to the Engineer for approval. Certificates showing nonconformance with the Contract shall be sufficient evidence for rejection. Approval of certificates shall be considered only as tentative acceptance of the materials and products, and such action by Engineer will not relieve Contractor of his/her responsibility to perform field tests and to replace or repair faulty materials, equipment, and/or workmanship and Contractor's own expense. Section 7-04.2 is supplemented with the following: Dense foam shall meet 9-05.52 of these Special Provisions. Direct Pipe Tee Connections: Direct pipe tee connections for use in gravity-flow sewer and storm drainage direct connections to pipe shall be Inserta Tee service connections, as manufactured by Inserta Tee and shall meet ASTM F2946 and consist of a PVC hub, rubber sleeve, and stainless steel band. Connection shall be a compression fit into the cored wall of a mainline pipe. Hub shall be made from heavy-duty PVC material. Stainless steel clamping assembly shall be of SS #301 for the band and housing and SS #305 for screws. Rubber sleeve and gasket, when applicable, shall arr meet the requirements of ASTM F477. Gaskets shall be installed by the manufacturer. A water-based solution SW 7th Street—Special Provisions Page 117 r 06/13/14 provided by the manufacturer shall be used during assembly. Inserta Tee product shall provide a water connection according to the requirements of ASTM D3212. Section 7-04.02(2)Temporary Stormwater Diversion Section 7-04.2(2)is an added new section It shall be the Contractor's responsibility to maintain operation of the existing storm sewer system throughout ] the duration of the project without any disruption of service until the new storm drain has been accepted by the City to receive stormwater flows, and connections are made between the existing and new storm based on scheduling approved by the Engineer.The existing storm drain receives flows from the storm drain system , within Naches Ave SW, and SW 7th St.The existing storm drain may also receive groundwater flow through openings at existing structures, pipe joints, and pipe cracks. A& Flows range between a few cfs and 86 cfs (2-year peak flow during the construction season) passing through the existing 60-inch storm drain under surcharged conditions.The Contractor shall submit proposed methods for providing the diversions to the Engineer for approval prior to construction.The diversions shall have the least impact on property owners and traffic flow through the site.The diversions shall be installed,operated, and maintained only when needed where the existing storm drain system must be demolished to allow construction of the new system. Where shown on the Plans,Contractor shall time work of bypasses during period of anticipated no or little rain. If bypass pumping is provided, it shall be scheduled for continuous operation with backup equipment available at all times for periods of maintenance and refueling or failure of the primary bypass pump(s) or diversion system. i The Contractor's bypass operation shall be sized to handle,at a minimum,the flow rates specified above,or can be reduced to a size determined by the Contractor if the temporary bypass can be timed to coincide with a period of little to no rain.The Contractor shall submit a Temporary Stormwater Diversion Plan in accordance with Section 1-05.The Contractor's plan shall be reviewed by the City before the plan is implemented.The review of the flow diversion plan shall, as well as the Contractor's proposed size of the bypass, in no way relieve the Contractor of his responsibility to provide a bypass system that conveys encountered flows without property damage or damage to the project or construction area. As risk associated with sizing the bypass and impacts to construction is born by the Contractor. 7-04.3(1) Cleaning and Testing Section 7-04.3(1) is supplemented with the following: Before testing begins and in adequate time to obtain approval through submittal process, prepare and submit test plan for approval by Engineer. Include testing procedures, methods, equipment, and tentative schedule. Obtain advance written approval for any deviations from Drawings and Specifications. Repair, correct, and retest sections of pipe which fail to meet specified requirements when tested. Perform testing as work progresses. Schedule testing so that no more than 1000 linear feet of installed pipeline remains untested at one time. Perform testing under observation of Engineer or Inspector. Schedule testing during no rain. Plug the lower end of the pipe if needed to test pipe. SW 7`h Street—Special Provisions Page 1 l 8 rr 06/13/14 All pipe larger than 30-inch diameter shall have joints individually tested for Joint Tightness. Prior to final O,,,, backfill, all joints shall be individually tested using low-pressure air per ASTM C1103. For the installation of any flexible pipe larger than 30-inches in diameter, the Contractor shall retain the services of a pipe manufacturer representative, knowledgeable in the installation methods and practices for the specific pipe product used on ;w this project, as well as on the installation practices for flexible pipelines in general. The manufacturer's representative shall be present full time on site during the construction of the first 300 feet of pipe installation, and part-time, as required, thereafter until the entire pipeline installation is complete. The manufacturer's representative shall observe pipe foundation, pipe installation, placement and compaction of pipe zone bedding and backfill, and testing procedures. The manufacturer's representative shall notify Engineer and Contractor of any non-conforming installation, identifying the manufacturer recommended corrective action(s), AW within 24 hours of such occurrence. All flexible pipe shall be tested for maximum pipe deflection by pulling a rigid mandrel through the entire (i.e., 100%) flexible pipe length installed. Maximum deflection shall not exceed 5%. Mandrel testing shall conform to ASTM D3034, and be performed no sooner than 30 days after va backfilling and prior to final acceptance testing of the segment.Submit test results to the Engineer. 1. Rigid mandrel shall have outside diameter (O.D.) equal to 95 percent of inside diameter (I.D.) of pipe. Inside diameter of pipe, for purpose of determining outside diameter of mandrel, shall be average or outside diameter minus two minimum wall thicknesses for O.D. controlled pipe and average inside diameter for I.D. controlled pipe, dimensions shall be per appropriate standard. Statistical or other "tolerance packages" shall not be considered in mandrel sizing. aw 2. Rigid mandrel shall be constructed of metal or rigid plastic material that can withstand 200 psi without being deformed. Mandrel shall have nine or more "runners" or "legs" as long as total number of legs is odd number. Barrel section of mandrel shall have length of at least 75 percent of inside diameter of Aw pipe. Rigid mandrel shall not have adjustable or collapsible legs which would allow reduction in mandrel diameter during testing. Provide and use proving ring for modifying each size mandrel. 3. Furnish "proving ring" with each mandrel. Fabricate ring of 1/2-inch-thick, 3-inch-wide bar steel to " diameter 0.02 inches larger than approved mandrel diameter. 4. If a rigid mandrel is not available,the Contractor may substitute a round steel bar meeting#3 above. "Testing Storm Sewer Pipe"; per linear foot shall be incidental to and included in storm sewer pipe bid items. 7-04.3(2) Television Inspection (New Section) Section 7-04.3(2) is a new added section as follows: All 60-inch diameter storm drain main lines constructed as part of this project shall be inspected by the use of a television camera before substantial completion.The costs incurred in making the inspection shall be paid for "` under"Television Inspection." The Contractor shall bear all costs incurred in correcting any deficiencies found during television inspection, Ur including the cost of any additional television inspection that may be required by the Engineer to verify the correction of said deficiency. M The Contractor shall be responsible for all costs incurred in any television inspection performed solely for the benefit of the Contractor. Once the "Television Inspection" has been completed,the Contractor shall submit to the Engineer the written reports of the inspection plus the video recordings.Video recordings shall be in color and provided on compact disc in Moving Picture Experts Group (MPEG)format and compatible for viewing using Microsoft Windows Media Player,Apple QuickTime Player,and Adobe Flash Player.The Contractor shall use television inspection r SW 7th Street—Special Provisions Page 119 sw 06/13/14 report forms as considered industry standard and as approved by the Engineer, and provide completed forms and video recordings of the completed "Television Inspection"to the Engineer. 7-04.3(3) Direct Pipe Connections Section 7-04.3(4) is a new added section as follows: Field Pipe and Joint Performance: To assure water tightness, field performance verification may be rrr accomplished by testing in accordance with ASTM F2487, ASTM F1417 or ASTM C1103. Appropriate safety precautions must be used when field-testing any pipe material. Contact the manufacturer for recommended leakage rates. Installation: Installation shall be accordance with the manufacturer's recommended installation guidelines. Backfill around the Inserta Tee service connection shall be, at a minimum, of the same material type and compaction level as specified for the mainline pipe installation. 7-05 MANHOLES, INLETS,AND CATCH BASINS 7-05.1 Description Section 7-05.3 is supplemented by adding the following: This section is supplemented to include precast vaults. The vaults shall be designed for the specific loads included under Design Criteria and constructed to the nominal dimensions shown on the drawings. Design and construction of precast vaults shall consider site and project requirements for fitting vaults into existing conditions. This includes installing vaults over existing large diameter storm drain pipes. Such vaults will need to have separate floor, walls and top sections. Walls will require open bottom type openings to fit over the existing storm drain pipes or walls made up of multiple sections. Vaults shall be designed and fabricated specifically for the Project. 7-05.2 Materials Section 7-05.2 is supplemented by adding the following: Concrete for precast vaults shall meet the requirements of 6-02.3(27) self-consolidating concrete and Class 4000D.Air entrainment shall be 4.5%to 7.5%. Reinforcement for precast vaults shall meet the requirements of Section 9-07. 7-05.3 Construction Requirements Section 7-05.3 is supplemented by adding the following: All manholes shall have eccentric cones and shall have ladders. Connection to manholes or catch basins for storm sewer pipe less than 24-inch shall be "Kor-n-Seal" boot or approved equal. Connection to manholes or catch basins for storm sewer pipe 24-inch or greater shall be using sand collar. Sand collars shall be installed per the pipe manufacturer's recommendations and shall use portland cement sand with IPS 600 Glue. Sand collars shall be at least 12 inches long on the end of the pipe and extend the full width of the connecting manhole base. Sanitary sewer pipe to sanitary sewer manhole connections shall be "Kor-n-Seal" boot or approved equal. SW 7th Street—Special Provisions Page 120 11M 06/13/14 7-05.3(1) Adjusting Manholes and Catch Basins to Grade Section 7-05.3(1)is replaced with: Where shown in the Plans or where directed by the Engineer, the existing manholes, catch basins,or inlets shall be adjusted to the grade as staked or otherwise designated by the Engineer. The existing cast iron ring and cover on manholes and the catch basin frame and grate shall first be removed and thoroughly cleaned for reinstalling at the new elevation. From that point, the existing structure shall be raised or lowered to the required elevation. The Contractor shall construct manholes so as to provide adjustment space for setting cover and casting to a finished grade as shown on the Construction Plans. Manhole ring and covers shall be adjusted to the finished elevations per standard detail 400.1, prior to final acceptance of the Work. Manholes in unimproved areas shall be adjusted to 6" above grade. In unpaved streets: manholes, catch basins, and similar structures in areas to be surfaced with crushed rock or gravel shall be constructed to a point approximately eight inches below the subgrade and covered with a temporary wood cover. Existing manholes shall be cut off and covered in a similar manner. The Contractor Sri shall carefully reference each manhole so that they may be easily found upon completion of the street Work. After placing the gravel or crushed stone surfacing, the manholes and manhole castings shall be constructed to the finished grade of the roadway surface. Excavation necessary for bringing manholes to grade shall center lr. about the manhole and be held to the minimum area necessary. At the completion of the manhole adjustment,the void around the manhole shall be backfilled with materials which result in the section required on the typical roadway section, and be thoroughly compacted. s. In cement concrete pavement: manholes, catch basins, and similar structures shall be constructed and adjusted in the same manner as outlined above except that the final adjustment shall be made and cast iron frame be set after forms have been placed and checked. In placing the concrete pavement, extreme care shall be taken not to alter the position of the casting in any way. In asphalt concrete pavement: manholes shall not be adjusted until the pavement is completed, at which time the center of each manhole shall be carefully relocated from references previously established by the 6 Contractor. The pavement shall be cut in a restricted area and base material be removed to permit removal of the cover. The manhole shall then be brought to proper grade utilizing the same methods of construction as for the manhole itself. The cast iron frame shall be placed on the concrete blocks and wedged up to the desired grade.The asphalt concrete pavement shall be cut and removed to a neat circle,the diameter of which shall be equal to the outside diameter of the cast iron frame plus two feet. The base materials and crushed rock shall be removed and Class 3000 or Commercial Portland Cement Concrete shall be placed so that the entire volume of the excavation is replaced up to but not to exceed 2 inches of the finished pavement surface. On the day following placement of the concrete, the edge of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt Class G concrete shall then be placed and compacted with hand tampers and a patching roller.The complete patch shall match the existing paved surface for texture, density, and uniformity of grade.The joint between the patch and the existing pavement shall then be carefully painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand ` before the asphalt cement solidifies. The inside throat of the manhole shall be thoroughly mortared and plastered. Adjustment of inlets: The final alignment and grade of cast iron frames for new and old inlets to be adjusted to grade will be established from the forms or adjacent pavement surfaces.The final adjustment of the top of the inlet will be performed in similar manner to the above for manholes. On asphalt concrete paving projects using curb and gutter section, that portion of the cast iron frame not embedded in the gutter section shall be solidly embedded in concrete also. The concrete shall extend a minimum of six inches beyond the edge of the casting and shall be left 2 inches below the top of the frame so that the wearing course of asphalt concrete pavement will butt the cast iron frame. The existing concrete pavement and edge of the casting shall be painted with hot SW 7`h Street—Special Provisions Page 121 rs 06/13/14 Review of the Contractor's plans and methods of construction by the Engineer does not relieve the Contractor of the responsibility to provide an adequate support system achieving the specified requirements. Precast Vault Fabrication Requirements Fabrication requirements for vault shall meet the basic requirements of Section 6-02.3(28) Precast Concrete Panels. l Contractor shall verify all existing grades and check all proposed grades and connection invert elevations prior to preparing shop drawings and notify the Engineer of any variations, which would modify the structure dimensions and/or blockouts. Concrete finish for all surfaces shall be Class 2 Surface Finish as required in Section 6-02.3(14)B. Vertical wall, base slab, and horizontal cover joints shall incorporate keyways for grouting, or other approved method,which act as shear keys between the separate sections and provide a water tight seal. Reinforcement for cover(top slab) shall be epoxy coated. Contractor shall mark the following information using waterproof paint on the inside of the Vertical leg of each section of the structure. 1. Design Loads , 2. Fabrication Date 3. Job Number 4. Manufacturer's name Precast Vault Construction Tolerances 1. Overall length,±1/4 inch 2. End squareness(maximum gap when sections are butted, %2 inch 3. Surface flatness,%inch in 10 feet. 4. Reinforcement placement, ±1/4 inch Quality Assurance The Contractor shall notify the Owner at least five working days in advance of beginning fabrication of the vaults. Contractor shall allow shop inspection of the fabrication. Contractor shall be responsible for taking concrete cylinder samples during manufacture of the precast vault sections and having cylinders tested by a materials testing laboratory acceptable to the Owner. Contractor shall take a minimum of three sets of four cylinders in accordance with ASTM C 172. Each set of cylinders shall be taken from different concrete batches. Compression tests in accordance with ASTM C 31 shall be broken at 7, 14 and two at 28 days. Air entrainment tests shall also be taken of each sample in accordance with ASTM C 173. Submit test results. Manufacturing Plant Approval Requirements: The manufacturing plant for the precast vaults shall be certified by one of the organizations specified in Section 6-02.3(28). Precast Vault Installation The Contractor shall prepare the subgrade for the precast vaults in accordance with the information shown on the Drawings and recommended in the geotechnical report. If water is present within the excavation, the Contractor shall dewater the excavated before placing the bedding material. Bedding shall be compacted to a minimum of 90%of maximum density per modified Proctor(ASTM D1557). Contractor shall install precast vaults in accordance with the precast vault manufacturer's instructions. Installation requirements include lifting and accurately placing precast vault sections in the location shown on SW 7`h Street—Special Provisions Page 124 iA 06/13/14 the drawings. Contractor shall grout or otherwise seal all joints with proprietary products approved by the precast vault manufacturer. Precast vault pieces which do not meet required tolerances or are damaged during installation are subject to rejection. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.3 Construction Requirements 7-08.3(1)A Trenches Section 7-08.3(1)A is supplemented by adding the following: To minimize trench subgrade disturbance during excavation, all trench excavation for 60-inch diameter storm drain shall done with a smooth-edge bucket rather than a toothed bucket. All trench excavated materials shall be disposed of off-site at an approved Contractor-provided disposal site. Excavation outside the excavation limits shown on the plan drawings shall be at no additional expense to the City. Trench Excavation Incl. Haul includes the trench excavation for the storm sewer, sanitary sewer, and water main construction in accordance with the trench limits outlined on the plan drawings. All trench excavated materials shall be disposed of off-site at an approved Contractor-provided disposal site. Excavation outside the excavation limits shown on the plan drawings shall be at no additional expense to the City. wa Contaminated Trench Excavation includes the trench excavation of materials characterized as contaminated based on sampling results for the storm sewer, sanitary sewer, and water main construction and in accordance NK with the trench limits outlined on the plan drawings. This excavated soil shall be managed in accordance with applicable state and federal regulations outlined in the Contract Documents. Handling and disposal of materials shall adhere to all transportation requirements, receive pre-approval from a disposal facility, manifesting, and record keeping, etc., as outlined in the Contractor's Contaminated Soil and Groundwater Handling and Management Plan .The excavations will require a shoring system to limit the volume of excavation. Excavation outside the trench limits shown on the plan drawings shall be at no additional expense to the City. 7-08.3(1)8 Shoring Section 7-08.3(1)6 is supplemented by adding the following: Temporary shoring shall be designed to resist the lateral earth pressure resulting from the soil and ground water as well as any traffic and /or construction surcharge loads. A shoring and excavation plan shall be submitted to the City prior to the Preconstruction Conference for review and approval. The plan shall outline the specific measure to be taken for temporary support and the protection of utilities and structures. The shoring plan shall be prepared by a Professional Engineer and shall cover shoring for all pipe and structures. The shoring plan shall identify precautions to be taken during removal of the shoring to minimize disturbances of the pipe and underlying bedding materials, and native soils. WA All of the 60-inch diameter storm drain shall be shored. Minimum shoring technique shall be trench box. More extensive shoring may be needed in areas working in close proximity to other utilities. Contractor is responsible for using shoring system capable of protecting adjacent utilities. Contractor is advised that City SW 7`h Street—Special Provisions Page 125 06/13/14 WL water and sewer lines are in close proximity to the sewer along much of the alignment. In this reach, additional trenching, shoring, backfilling precautions will be needed. This could include use of a sinking trench box (Slide Rail system), using steel sheets in concert with trench boxes, limiting the length of open trench, bedding the pipe to a depth of 1 foot prior to shifting the trench box, immediately placing backfill after trench box is moved, and filling any voids on the exterior of the trench box. In areas of soft or loose soils with sloughing potential, a trench box shall not be used as it does not provide adequate sidewall support or protection for existing utilities. Alternative shoring systems for utility protection, trench support or to minimize the area affected by trench excavation include steel plates with adjustable or ! hydraulic bracing, or interlocking sheet piles with internal bracing. Precautions shall be taken during the removal of the shoring to minimize disturbance of the pipe, underlying bedding materials, and native soils. 7-08.3(1)C Bedding the Pipe A Section 7-08.3(1)C is supplemented by adding the following: Pipe bedding for PVC sewer pipe shall consist of clean, granular pea gravel consistent with Section 9-03.12(3). It shall be placed to a depth of 6" over and 6" under the exterior walls of the pipe. For all pipe bedding, hand compaction of the bedding materials under the pipe haunches will be required. Pipe bedding should provide a firm uniform cradle for support of the pipes. Prior to installation of the pipe,the pipe bedding should be shaped to fit the lower part of the pipe exterior with reasonable closeness to provide uniform support along the pipe. Hand compaction shall be accomplished by using a suitable tamping tool to firmly tamp bedding material under the haunches of the pipe. Care shall be taken to avoid displacement of the pipe during the compaction effort. Pipe bedding material should be used as pipe zone backfill and placed in layers and tamped around the pipes to obtain complete contact. For the 60-inch storm drain, bedding material should extend at least 12 inches above the top of the pipe and a minimum 12-inch thickness of bedding should be provided beneath the pipe. Bedding material shall meet the requirements of Gravel Borrow for Pipe Zone Bedding in accordance with Standard Specification Section 9-03.12(3). Pipe bedding shall be considered incidental to the pipe and no further compensation shall be made. In areas where the subgrade soils in the trench excavation consist of fine-grained soils, such as silt/clay,or organic rich soils,the Engineer may direct the Contractor to use a geotextile separator fabric be placed over the native soils prior to placement of the pipe bedding. The geotextile shall meet the requirements of Section 9- 33.2(1)Table 3 for Separation. Geotextile shall be paid for by other items. de 7-08.3(1)D Pipe Foundation Section 7-08.3(1)D is a new section: Pipe foundation in poor soil: When soft or unstable material is encountered at the subgrade which, in the opinion of the Engineer, will not uniformly support the pipe, such material shall be excavated to an additional depth as required by the Engineer and backfilled with foundation gravel material placed in maximum 12-inch lifts. Foundation gravel shall be CSBC and conform to the requirements of Section 9-03.9(3) of the Standard Specifications. SW 7th Street—Special Provisions Page 126 06/13/14 Corrections faulty grade: Excess excavation below grade shall be backfilled with foundation gravel as specified above and thoroughly compacted to the required grade line. 7-08.3(2)A Survey Line and Grade ION Section 7-08.3(2)A is replaced with: Survey line and grade control shall be provided in accordance with Sections 1-05.4, 1-05.5 and 1-11 in a r manner consistent with accepted practices. The Contractor shall transfer line and grade into the trench where they shall be carried by means of a laser beam. Any other procedure shall have the written approval of the Engineer. 7-08.3(2)8 Pipe Laying—General Section 7-08.3(2)6 is supplemented by adding the following: Checking of the invert elevation of the pipe may be made by calculations from measurements on the top of the pipe, or by looking for ponding of 1/2" or less, which indicates a satisfactory condition. At manholes, when the downstream pipe(s) is of a larger size, pipe(s) shall be laid by matching the (eight-tenths) flow elevation, unless otherwise approved by the Engineer. ire All pipe, fittings, etc. shall be carefully handled and protected against damage, impact shocks, and free fall. All pipe handling equipment shall be acceptable to the Engineer. Pipe shall not be placed directly on rough ground but shall be supported in a manner, which will protect the pipe against injury whenever stored at the trench site or elsewhere. No pipe shall be installed where the lining or coating show defects that may be harmful as determined by the Engineer. Such damaged lining or coating shall be repaired, or a new undamaged pipe shall be furnished and installed. NOW The Contractor shall inspect each pipe and fitting prior to installation to insure that there are not damaged portions of the pipe. Any defective, damaged, or unsound pipe shall be repaired or replaced. All foreign matter or dirt shall be removed from the interior of the pipe before lowering into position in the trench. Pipe shall be kept clean during and after laying. All openings in the pipeline shall be closed with watertight expandable type sewer plugs at the end of each day's operation, or whenever the pipe openings are left unattended. The use of burlap, wood, or other similar temporary plugs will not be permitted. f Where necessary to raise or lower the pipe due to unforeseen obstructions or other causes, the Engineer may change the alignment and/or the grades. Except for short runs, which may be permitted by the Engineer, pipes shall be laid uphill on grades that exceed 10 percent. Pipe, which is laid on a downhill grade, shall be blocked �., and held in place until sufficient support is furnished by the following pipe to prevent movement. Unless otherwise required, all pipe shall be laid straight between the changes in alignment, and at uniform grade between changes in grade. For concrete pipes with elliptical reinforcement, the pipe shall be placed with O' the minor axis of the reinforcement in a vertical position. Immediately after the pipe joints have been made, proper gasket placement shall be checked with a feeler gage as approved by the pipe manufacturer to verify proper gasket placement. 7-08.3(2)E Rubber Gasketed Joints Section 7-08.3(2)E is supplemented as follows: Care shall be taken by the Contractor to avoid over pushing the pipe and damaging the pipe or joint system. +rr; Any damaged pipe shall be replaced by the Contractor at his expense. 7-08.3(2)H Sewer Line Connections Section 7-08.3(2)H is supplemented by adding the following: rr SW 7`h Street—Special Provisions Page 127 s 06/13/14 All connections not occurring at a manhole or catch basin shall be done utilizing pre-manufactured tee connectors or pipe sections approved by the Engineer. Any other method or materials proposed for use in making connections shall be subject to approval by the Engineer. Unless otherwise approved by the Engineer, all connections of lateral sewers to existing mains shall be made through a cast iron saddle secured to the sewer main with stainless steel bands. When the existing main is constructed of PVC, plain or reinforced concrete, cast or ductile iron pipe, the existing main shall be core drilled. When the existing main is constructed of vitrified clay, the main shall be re-sectioned with flexible as couplings, Fernco or approved equal. Connections (unless booted connections have been provided for) to existing concrete manholes shall be per Section 7-05.3(3). 7-08.3(2)! Placing PVC Pipe Section 7-08.3(2)1 is an added new section: In the trench, prepared as specified in Section 7-02.3(1) PVC pipe shall be laid beginning at the lower end, with the bell end upgrade. Gravel Backfill for Pipe Zone Bedding will be used as the bedding material and extend from 6" below the bottom of the pipe to 6" above the top of the pipe. When it is necessary to connect to a structure with a mudded joint a rubber gasketed concrete adapter-collar will be used at the point of connection. 7-08.3(3)A Backfilling Pipe Trenches Section 7-08.3(3)A is a new section supplementing 7-08.3(3) ` To the maximum extent available, suitable material obtained from trench or pond excavation shall be used for trench backfill. All material placed as trench backfill shall be free from rocks or stones larger than 6 inches in their greatest dimension, brush, stumps, logs, roots, debris, and organic or other deleterious materials. No stones or rock shall be placed in the upper three feet of trench backfill. Rock or stones within the allowable size limit incorporated in the remainder of fills shall be distributed so that they do not congregate or interfere with proper compaction. Generally,the existing soils are very silty and organic and shall not be reused as trench backfill unless otherwise required by the Engineer. Structural fill shall consist of Gravel Borrow, meeting the requirements of Section 9- 03.14(1) of the Standard Specifications. It should be free of gravel, organics and other debris. The structural trench backfill should be moisture conditioned to within approximately 3 percent of optimum moisture content, placed in loose horizontal lifts less than 6 inches in thickness, and compacted to at least 95 percent of the maximum dry density (MDD) as determined by the Modified Proctor compaction test method ASTM D 1557. 1111 Trench backfill shall be densely compacted in a systematic manner using methods that consistently produce adequate compaction levels.. During placement of the initial lifts, the trench backfill material shall not be bulldozed into the trench or dropped directly on the pipe. Heavy vibratory equipment shall not permitted to operate directly over the pipe until a minimum of 2 feet of backfill has been placed over the pipe bedding. Contactor shall take special care to obtain good compaction up to the edges of the excavation as the shoring is removed in accordance with the Shoring Plan. aii SW 7`h Street—Special Provisions Page 128 06/13/14 The Engineer may be on-site to collect soil samples and to test compaction. The Contractor shall provide site access at all times for compaction testing and sample collection. Areas of the trench which fail to meet the compaction requirements shall be removed and replace and re-compacted at the Contractor's expense. The Contractor shall be responsible for any settlement of backfill, sub-base, and pavement that may occur 1W during the period stipulated in the Contract conditions. All repairs necessary due to settlement shall be made by the Contractor at his expense. Backfill in unimproved areas shall be compacted to at least 90 percent of maximum dry density as determined by the modified proctor compaction test,ASTM D1557. The Contractor shall be responsible for the disposal of any excess excavated material. Special care must be taken to obtain good compaction up to the edges of the excavation as the shoring is removed. Moreover, attention must be paid to ensuring good compaction around manholes. 7-08.3(5) Television Inspection Section 7-08.3(5)is a new section supplementing 7-08.3 Television inspection of the 60-inch storm drain shall be in accordance with Section 7-04.3(2). In addition, 60- inch storm drain shall be free of water during TV inspection. 7-09 PIPE AND FITTINGS FOR WATER MAINS 7-09.3(15)A Ductile Iron Pipe The first paragraph of Section 7-09.3(15)A is revised as follows: Long radius (500 feet or more) curves, either horizontal or vertical, may be laid with standard pipe by deflecting the joints. If the pipe is shown curved in the Plans and no special fittings are shown,the Contractor can assume that the curves can be made by deflecting the joints with standard lengths of pipe. If shorter lengths are required,the Plans will indicate maximum lengths that can be used.The amount of deflection at each pipe joint when pipe is laid on a horizontal or vertical curve shall not exceed one half of the manufacturer's printed recommended deflections. 7-09.3(15)8 Polyvinyl Chloride(PVC)Pipe(4 inches and Over) �r Section 7-09.3(15)B is supplemented as follows: Polyvinyl Chloride (PVC) Pipe shall not be used for water mains and appurtenances. Polyvinyl Chloride (PVC)for sanitary sewer shall be green in color. Polyvinyl Chloride (PVC)for storm sewer shall be white in color. 7-09.3(17) Laying Ductile Iron Pipe and Fittings with Polyethylene Encasement The title and text of section 7-09.3(17) has been revised as follows: rr� SW 7`h Street—Special Provisions Page 129 06/13/14 The Contractor shall lay ductile iron pipe with a polyethylene encasement. Pipe and polyethylene encasement shall be installed in accordance with AWWA C105. The polyethylene encasement shall also be installed on all appurtenances, such as pipe laterals, couplings, fittings, and valves, with 8-mil polyethylene plastic in accordance with Section 4-5 of ANSI 21.5 or AWWA C105. The polyethylene wrap shall be tube type and black color. Any damage that occurs to the wrap shall be repaired in accordance with ANSI/AWWA C105/A21.5-93. Installation of the polyethylene encasement shall be considered incidental to the installation of the pipe and no additional payment shall be allowed. 7-09.3(19)A Connections to Existing Mains Section 7-09.3(19)A is revised and supplemented as follows: do The Contractor may be required to perform the connection during times other than normal working hours.The Contractor shall not operate any valves on the existing system. Water system personnel will operate all valves on the existing system for the Contractor when required. No Work shall be performed on the connections unless a representative of the water department is present to inspect the Work. When not stated otherwise in the special provisions or on the plans, all connections to existing water mains will be done by City forces as provided below: City Installed Connections: Connections to existing piping and tie-ins are indicated on the drawings. The Contractor must verify all existing piping, dimensions,and elevations to assure proper fit. Connections to the existing water main shall not be made without first making the necessary arrangements with the Engineer in advance. A two-week advance notice shall be required for each connection which requires a cutting of the existing water mains or a shut-down of the existing water mains. The City reserves the right to re-schedule the connection if the Work area is not ready at the scheduled time for the connection. Work shall not be started until all the materials, equipment and labor necessary to properly complete the Work are assembled on site. The Contractor shall provide all saw-cutting, removal and disposal of existing surface improvements, excavation, haul and disposal of unsuitable materials, shoring, de-watering, foundation material, at the connection areas before the scheduled time for the connection by the City. The Contractor shall provide all materials necessary to install all connections as indicated on the construction plans, including but not limited to do the required fittings, couplings, pipe spools, shackle materials to complete the connections. The Contractor shall provide and install concrete blocking, polywrap the piping at the connections, backfill and surface restoration at the locations shown on the plans for the connections to the existing water mains. The City will cut the existing main and assemble all materials. 7-09.3(21) Concrete Thrust Blocking and Dead-Man Block Section 7-09.3(21) has been supplemented by adding the following: Provide concrete blocking at all hydrants,fittings and horizontal or vertical angle points. Conform to the City of Renton Standard Details for general blocking, and vertical blocks herein. All fittings to be blocked shall be wrapped with 8-mil polyethylene plastic. Concrete blocking shall be properly formed with plywood or other acceptable forming materials and shall not be poured around joints. The forms shall be stripped prior to backfilling. Joint restraint (shackle rods), where required, shall be installed in accordance with Section 7- 11.3(15). SW 7`h Street—Special Provisions Page 130 06/13/14 Provide concrete dead-man blocks at locations shown on the plans. The dead-man block shall include reinforcing steels, shackle rods, installation and removal of formwork. Blocking shall be commercial concrete (hand-mixed concrete is not allowed) and poured in place. ,rrti 7-09.3(23) Hydrostatic Pressure Test Section 7-09.3(23) is supplemented and revised as follows: (******) A hydrant meter and a backflow prevention device will be used when drawing water from the City system. These may be obtained from the City by completing the required forms and making the required security deposits. There will be a charge for the water used. Before applying the specified test pressure, air shall be expelled completely from the pipe, valves and hydrants. If permanent air vents are not located at all high points, the contractor shall install corporation cocks at such points so that the air can be expelled as the line is filled with water. After all the air has been expelled,the corporation cocks shall be closed and the test pressure M applied. At the conclusion of the pressure test,the corporation cocks shall be removed and plugged. The quantity of water required to restore the pressure shall be accurately determined by either 1) pumping from an open container of suitable size such that accurate volume measurements can be made by the Owner or, 2 b Y pumping through a positive displacement water meter with a sweep unit hand registering 1 gallon per revolution.The meter shall be approved by the Engineer. Acceptability of the test will be determined by two factors, as follows: 1. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in the following table. 2. The loss in pressure shall not exceed 5 psi during the 2 hour test period. All water used to perform hydrostatic pressure shall be charged a usage fee. WA Allowable leakage per 1000 ft. of pipeline* in GPH Nominal Pipe Diameter in inches PSI 6" 8" 10" 12" 16" 20" 24" 450 0.95 1.27 1.59 1.91 2.55 3.18 3.82 + 400 0.90 1.20 1.50 1.80 2.40 3.00 3.60 350 0.84 1.12 1.40 1.69 2.25 2.81 3.37 275 0.75 1.00 1.24 1.49 1.99 2.49 2.99 250 0.71 0.95 1.19 1.42 1.90 2.37 2.85 225 0.68 0.90 1.13 1.35 1.80 2.25 2.70 200 0.64 0.85 1.06 1.28 1.70 2.12 2.55 *If the pipeline under test contains sections of various diameters, the allowable leakage will be the sum of the computed leakage for each size. For those diameters or pressures not listed,the formula below shall be used: The quantity of water lost from the main shall not exceed the number of gallons per hour as determined by the formula: L=N P 7400 in which: L= Allowable leakage,gallons/hour N = No. of joints in the length of pipeline tested rr� D= Nominal diameter of the pipe in inches P= Average test pressure during the leakage test, psi SW 7th Street-Special Provisions Page 131 06/13/14 The paragraph stating that "There shall not be an appreciable or abrupt loss in pressure during the 15 minute Ali test ep riod." Is deleted. 7-09.3(24)A Flushing and"Poly-pigging" Section 7-09.3(24)A shall be revised and supplemented as follows: Sections of pipe to be disinfected shall first be poly-pigged to remove any solids or contaminated material that may have become lodged in the pipe. If the main cannot be "poly-pigged", then a tap shall be provided large enough to develop a velocity of at least 2.5 fps in the main. The "Poly-pig" shall be equal to Girard Industries Aqua-Swab-AS, 2lb/cu-ft density foam with 90A durometer urethane rubber coating on the rear of the "Poly-pig" only. The "Poly-pig" shall be cylinder shaped with bullet nose or squared end. The paragraph stating: "Where d N calcium h YP ochlorite is used for disinfection of the pipe, flushing shall be done after disinfection." is deleted. Dechlorination of all water used for disinfection shall be accomplished in accordance with the City of Renton Standard Details. Water containing chlorine residual in excess of that carried in the existing water system, shall not be disposed into the storm drainage system or any water way. 7-09.3(24)D Dry Calcium Hypochlorite Section 7-09.3(24)D has been replaced with: Dry calcium hypochlorite shall not be placed in the pipe as laid. 7-09.3(24)K Retention Period Section 7-09.3(24)K has been revised as follows: Treated water shall be retained in the pipe at least 24 hours but no longer than 48 hours. After this period, the chlorine residual at pipe extremities and at other representative points shall be at least 25 mg/I. 7-09.3(24)N Final Flushing and Testing Section 7-09.3(24)N has been revised as follows: Before placing the lines into service, a satisfactory report shall be received from the local or State health department or an approved testing lab on samples collected from representative points in the new system. Samples will be collected and bacteriological tests obtained by the Engineer. 7-09.3(25) Joint Restraint Systems Section 7-09.3(25) is a new additional section: (******) rir General: Where shown on the plans or in the specifications or required by the Engineer, joint restraint system (shackle rods) shall be used. All joint restraint materials used shall be those manufactured by Star National Products, 1323 Holly Avenue, PO Box 258, Columbus Ohio 43216, unless an equal alternate is approved in writing by the Engineer. Materials: Steel types used shall be: SW 7`"Street—Special Provisions Page 132 06/13/14 1. High strength low-alloy steel (cor-ten),ASTM A242, heat-treated, superstar"SST" series. r 2. High strength low-alloy steel (cor-ten),ASTM A242, superstar"SS" series. Items to be galvanized are to meet the following requirements: 1. ASTM A153 for galvanizing iron and steel hardware. 2. ASTM A123 for galvanizing rolled, pressed and forged steel shapes. Joint restrainer system components: frr Tiebolt: ASTM A242, type 2, zinc plated or hot-dip galvanized. SST 7:"" for 2" and 3" mechanical joints, 4" for 4" to 12" mechanical joints, ASTM A325, type 3D, except tensile strength of full-body threaded section shall be increased to 40,000 lbs. minimum for 5/8" and 60,000 lbs. minimum for 3/4" by heat err treating (quenching and tempering)to manufacturer's reheat and hardness specifications. SST 753: 3/4" for 14" to 24" mechanical joints. same ASTM specification as SST 7. SST 77: 3/4" same as SST 7, except 1" eye for 7/8" rod. same ASTM specification as SST 7. Tienut: heavy hex nut for each tiebolt: SS8: 51/8" and 3/4", ASTM A563, grade C3, or zinc plated. 58: 5/8" and 2/4",ASTM A563,grade A, zinc plated or hot-dip galvanized. Tiecoupling: used to extend continuous threaded rods and are provided with a center stop to aid installation, zinc plated or hot-dip galvanized. SS10: for 5/'8" and 3/4" tierods, ASTM A563, grade C3. S10: for 51/8" and 3/4"tierods,ASTM A563,grade A. Tierod: continuous threaded rod for cutting to desired lengths, zinc plated or hot-dip galvanized. SS12: 5/8" and 2/4" diameter,ASTM A242, type 2;ANSI 131.1. S12: 5M" and _/4" diameter, ASTM A36,A307. wr Tiewasher: round flat washers, zinc plated or hot-dip galvanized. SS17: ASTM A242, F436. S17: ANSI B18.22.1. Installation: Install the joint restraint system in accordance with the manufacturer's instructions so all joints are mechanically locked together to prevent joint separation. Tiebolts shall be installed to pull against the mechanical joint body and not the MJ follower. Torque nuts at 75-90 foot pounds for 2/4" nuts. Install tiecouplings with both rods threaded equal distance into tiecouplings. Arrange tierods symmetrically around the pipe. +rr Pipe Diameter Number of 3/4" Tie Rods Required err4"..............................................2 6"..............................................2 8"..............................................3 1011.............................................4 .r 14".............................................8 1611.............................................8 18".............................................8 20".............................................10 24".............................................14 30".............................................(16-7/8"rods) r 36".............................................(24-7/8"rods) Where a manufacturer's mechanical joint valve or fitting is supplied with slots for "T" bolts instead of holes, a flanged valve with a flange by mechanical joint adapter shall be used instead, so as to provide adequate space for locating the tiebolts. ww SW 7th Street—Special Provisions Page 133 +r 06/13/14 11 Where a continuous run of pipe is required to be restrained, no run of restrained pipe shall be greater than 60 feet in length between fittings. Insert long body solid sleeves as required on longer runs to keep tierod lengths to the 60 foot maximum. Pipe used in continuously restrained runs shall be mechanical joint pipe and tiebolts shall be installed as rod guides at each joint. Where poly wrapping is required all tiebolts, tienuts, tiecouplings, tierods, and tiewashers, shall be galvanized. rri All disturbed sections will be painted, to the Inspector's satisfaction, with koppers bitomastic no. 300-m, or approved equal. Where poly wrapping is not required all tiebolts, tienuts, tiecouplings, tierods and tiewashers may be galvanized as specified in the preceding paragraph or plain and painted in the entirety with koppers bitumastic no. 800-m, or approved equal. Tiebolts, tienuts, tiecouplings, tierods, and tiewashers shall be considered incidental to installation of the pipe and no additional payment shall be made. 7-12 VALVES FOR WATER MAINS 7-12.3(1) Installation of Valve Marker Post Section 7-12.3(1) has been revised as follows: Where required, a valve marker post shall be furnished and installed with each valve. Valve marker posts shall be placed at the edge of the right-of-way opposite the valve and be set with 18 inches of the post exposed above grade. The rest of this section is deleted. 7-12.3(2) Adjust Existing Valve Box to Grade Section 7-12.3(2) is a new section: + Valve boxes shall be adjusted to grade in the same manner as for manholes, as detailed in Section 7-05.3(1) of the City of Renton Standard Details. Valve box adjustments shall include, but not be limited to, the locations shown on the Plans. Existing roadway valve boxes shall be adjusted to conform to final finished grades. The final installation shall be made in accordance with the applicable portions of Section 7-12. In the event that the existing valve box is plugged or blocked with debris, the Contractor shall use whatever means necessary to remove such debris, leaving the valve installation in a fully operable condition. r The valve box shall be set to an elevation tolerance of one-fourth inch (1/4") to one-half inch (112") below finished grade. w 7-14 HYDRANTS 7-14.3(1) Setting Hydrants do Paragraph four and five of Section 7-14.3(1) is revised and the section is supplemented as follows: (******) After all installation and testing is complete, the exposed portion of the hydrant shall be painted with two field coats.The type and color of paint will be designated by the Engineer. Any hydrant not in service shall be identified by covering with a burlap or plastic bag approved by the Engineer. No Hydrants shall be installed in accordance with AWWA specifications C600-93, Sections 3.7 and 3.8.1 and the City of Renton Standard Details. Hydrant and guard pasts shall be painted in accordance with the standard to SW 7 th Street—Special Provisions Page 134 will aw 06/13/14 details. Upon completion of the project, all fire hydrants shall be painted to the City of Renton specifications ■o and guard posts painted with two coats of preservative paint NO.43-655 Safety Yellow or approved equal. Fire hydrants shall be of such length as to be suitable for installation with connections to 6", 8" AND 10" piping in trenches 3 - 1/2 feet deep unless otherwise specified. The hydrant shall be designed for a 4-1/2 foot burial wo where 12" and larger pipe is shown unless otherwise noted on the plan. Fire hydrant assembly shall include: cast-iron or ductile iron tee (M1 x FL), 6" gate valve (FL x MJ), 6" DI spool (PE x PE), 5-1/4" MVO fire hydrant (MJ connection), 4" x 5" Stortz adapter, cast iron valve box and cover, 3/4" so shackle rods and accessories, concrete blocks and two concrete guard posts (only if hydrants are outside of right-of-way). Joint restraint (Shackle Rods) shall be installed in accordance with Section 7-11.3(15). 7-14.3(3) Resetting Existing Hydrants Section 7-14.3(3) is supplemented by adding the following: All hydrants shall be rebuilt to the approval of the City (or replaced with a new hydrant). All rubber gaskets shall be replaced with new gaskets of the type required for a new installation of the same type. 7-14.3(4) Moving Existing Hydrants Section 7-14.3(4) is supplemented by adding the following: All hydrants shall be rebuilt to the approval of the City (or replaced with a new hydrant). All rubber gaskets .. shall be replaced with new gaskets of the type required for a new installation of the same type. 7-15 SERVICE CONECTIONS 7-15.3 Construction Details Section 7-15.3 is supplemented as follows: Pipe materials used to extend or replace existing water service lines shall be copper. Where installation is in existing paved streets, the service lines shall be installed by a trenchless percussion and �r impact method (hoe-hogging). If the trenchless percussion and impact method fails, regular open trench methods may be used. +Nr 7-17 SANITARY SEWERS wr 7-17.2 Materials Section 7-17.2 is replaced with the following: r Pipe Gravity sewer pipe shall be as specified herein and as shown on the Plans. The Contractor shall provide two copies of the pipe manufacturer's technical literature and tables of dimensional tolerances to the Engineer. Any pipe found to have dimensional tolerances in excess of those prescribed or having defects, which prevent adequate joint seal or any other damage, shall be rejected. If requested by the Engineer, not less than three nor more than five lengths of pipe for each size, selected from stock by the Engineer, shall be tested as specified for maximum dimensional tolerance of the respective pipe. Material for PVC sewer pipe shall meet the requirements of Section 9-05.12. err SW 7th Street—Special Provisions Page 135 �r 06/13/14 a All pipe shall be clearly marked with type, class, and thickness. Lettering shall be legible and permanent under normal conditions of handling and storage. do 7-17.3 Construction Requirements 7-17.3(1) Protection of Existing Sewerage Facilities Section 7-17.3(1) is supplemented by adding the following: When extending an existing sewer, the downstream system shall be protected from construction debris by placing a screen or trap in the first existing manhole downstream of the connection. It shall be the Contractor's responsibility to maintain this screen or trap until the new system is placed in service and then to remove it. Any construction debris, which enters the existing downstream system, shall be removed by the Contractor at his expense, and to the satisfaction of the Engineer. When the first manhole is set, its outlet shall be plugged until acceptance by the Engineer. Project work will be near and adjacent to existing utilities, including storm drains and other underground utilities, as indicated in the Plans. Existing utilities in the project area shall at all times remain at their existing line and grade and shall remain undamaged. Any damage to existing utilities shall immediately be repaired to the satisfaction of the Engineer. The Contractor, if required, shall design and install shoring or bracing necessary to maintain the undisturbed rrr state of existing utilities in the Work area. The design of shoring or bracing shall be in accordance with the Washington State Safety Code, and to the design loads and criteria, if any, in the Contract Documents. w 7-17.3(2)H Television Inspection Section 7-17.3(2)H is supplemented by adding the following: Once the television inspection has been completed the Contractor shall submit to the Engineer the written reports of the inspection plus the videos. Said videos are to be in color and compatible with the City's viewing ' and recording systems. The City will accept video submittals on DVD viewable on a standard player or a CD or DVD compatible with Cues Data CAP 4.0. 8-01 Erosion Control and Water Pollution Control 8-01.3(1) General rr Section 8-01.3(1) is supplemented with the following The City has submitted the NO1 for compliance with the Department of Ecology Construction NPDES Permit. The City will transfer Permit coverage to Contractor after award in accordance with Ecology guidelines for Transfer of Coverage. so Within 10 days following Notice of Award, the Contractor shall submit a plan, for the Engineer's review and approval, outlining the procedures to be used to prevent high pH stormwater or non-compliant dewatering at SW 7"'Street—Special Provisions Page 136 46 06/13/14 water from entering surface waters. The plan shall include how the pH of the water will be maintained between pH 6.5 and pH 8.5 prior to being discharged from the project or entering surface waters. 8-02 Roadside Restoration 8-02.1 Description Section 8-02.1 is supplemented with the following: This item includes restoration of all cleared areas and areas disturbed by construction with grass hydroseed or +r• sod where shown on the Plans. Disturbed areas not receiving sod shall be raked smooth and shall be hydroseeded.The work includes spreading hydroseed,fertilizer,and mulch by machine in any sections. rw 8-02.3(1) Responsibility During Construction Section 8-02.3(1) is supplemented by adding the following: +,w„ (******) Throughout planting operations, the Contractor shall keep the premises clean, free of excess soils, plants, and other materials, including refuse and debris, resulting from his work. At the end of each work day, and as each planting area is completed, it shall be neatly dressed, and all surrounding walks and paved areas shall be cleaned to the satisfaction of the Engineer. No flushing will be allowed without approval of the Engineer. At the conclusion of work, the Contractor shall remove surplus soils, ` materials, and debris from the construction site and shall leave project in a clean condition. Placement of Topsoil Type A shall be coordinated with the installation of pavement and landscaped areas. Landscape construction is anticipated to begin after all curbs, sidewalks, driveways, major utilities and associated roadside work is completed. Landscape materials shall not be installed until weather permits and installation has been authorized by the Engineer. If water restrictions are in force, planting landscape materials may be delayed.. The Contractor shall locate all underground utilities (both new and existing) prior to starting work and shall not disturb or damage them. Promptly notify the Engineer of any conflict between the proposed work and any obstructions. The Contractor shall be responsible for making any and all repairs for damage caused by Contractor's activities. 8-02.3(4) Topsoil Section 8-02.3(4) is supplemented by adding the following: (******) The work involved in preparing planting areas shall be conducted so the positive drainage is maintained. The planting/lawn areas shall be weed free with no top growth or live roots before any soil work begins. Thoroughly scarify subgrade in shrub and lawn areas to a minimum depth of six-inches (6") unless otherwise rrr noted on plans. Scarified subgrade shall be inspected and approved by the Engineer prior to the placement of topsoil. Remove all construction debris and rocks over two-inches(2") in diameter prior to placing topsoil. Areas around existing trees to remain shall not be cultivated within 6-feet(6') diameter of the tree trunk or any other areas which appear to have a significant number of existing tree roots. Remove rocks, roots, and debris over 1-inch (1") diameter in cultivated areas. Lightly compact soil and establish a smooth and uniform finished grade to allow to surface drainage and prevents ponding. �wr SW 7`h Street—Special Provisions Page 137 06/13/14 The areas shall be brought to a uniform grade, 1 inch, or the specified depth of mulch, below walks, curbs, junction and valve boxes, and driveways, unless otherwise specified. The costs of removing all excess material and debris shall be considered incidental to and included in the unit contract prices of other items in this contract. No 8-02.3(4)A Topsoil Type A Section 8-02.3(4)A is supplemented by adding the following: (******) No Provide Topsoil Type A for fine lawn and low-grow hydroseed areas, and for the restoration planting areas in accordance with Section 8-02.3(5) and the Plans. 8-02.3(5) Planting Area Preparation Section 8-02.3(5) is supplemented by adding the following: The costs of removing all excess material and debris shall be considered incidental to and included in the unit contract prices of other items in this contract. All costs and expense incurred in performing the specified work shall be considered incidental to other bid items Remove all visible rocks, clods, stumps, and debris 2" or larger in any dimension. Any exposed tree roots in cut slopes shall be neatly pruned at the finish subgrade and the cuts treated with an approved sealer. Finish Grading of Topsoil: Finish grade all topsoil areas removing all rocks, sticks, and other debris one half inch (1/2") or larger in any dimension from the topsoil surface. Rake, float, drag, roll and perform all necessary operations to produce a firm, smooth surface without depressions and with positive drainage. Special care and attention shall be paid to the seeded lawn area to prevent areas with depressions and water collection. Finish grades of topsoil shall be one inch (1"), or the specified depth of mulch, below walks, curbs,tops of walls,valve and junction boxes, and driveways, unless otherwise shown on plans or specified. Finish grades shall be reviewed and approved by the Engineer prior to any planting or seeding. rr 8-02.3(8) Planting Section 8-02.3(8) is supplemented by adding the following: (******) ari All trees, shrubs, and ground cover shall be planted as detailed on the Plans. Loosen planting pits' subsurface to a depth of four to six inches (4" - 6") and scarify sides prior to planting. .r Sufficient planting soil shall be placed around the plant and compacted so as to insure that the location of the ground line at the top of the ball is the same as the nursery. Plant trees upright and face to give best appearance or relationship to adjacent structures and hold rigidly in position until planting soil has been backfilled and tamped firmly around the ball or roots. Balled and burlapped plants shall be placed in the planting pits with the burlap intact; the binding at the top of the ball shall be removed and the top one-third (0) of the burlap or cloth wrapping materials shall be removed from the root ball. Remove all plastic, twine and ropes. The wrapping shall not be pulled from under the root ball and the plant shall be rejected if the root ball is cracked or broken during the planting process. .n When the pit is backfilled halfway, place the specified quantity of fertilizer plant tablets, unless otherwise specified on the plans. Evenly space the tablets around perimeter of, and immediately adjacent to, the root system at a depth that is between the middle and the bottom of the root system. Do not injure root system. Place and compact planting topsoil carefully to avoid injury to roots;fill all voids. When pit is three-quarters(3/4)backfilled, completely fill with water and allow water to soak away. Fill pits with additional soil to finish grade and continue backfilling as detailed on plans. SW 7th Street—Special Provisions Page 138 00 06/13/14 8-02.3(9) Pruning,Staking,Guying and Wrapping Section 8-02.3(9) is supplemented by adding the following: Stake immediately after planting as indicated in the detail drawings. 8-02.3(10) Fertilizer Section 8-02.3(10) is supplemented by adding the following: The Contractor shall provide and apply plant fertilizer during planting. Plant fertilizer shall be placed and spread uniformly according to the following schedule: +ir Plant Type CUPS Trees 3/4 Plant fertilizer shall not be placed in locations where, in the opinion of the Engineer, the fertilizer could be washed into creeks,streams, rivers, lakes, ponds or any waters of the state. Refer to Special Provision Section 9- 14.3. 8-02.3(11) Bark or Wood Chip Mulch Section 8-02.3(11) is supplemented by adding the following: Bark Mulch shall be placed over all planting beds to a depth no greater than two (2) inches nor less than one and one/half inches. 8-02.3(14) Plant Replacement Section 8-02.3(14) is supplemented by adding the following: Repair or Replacement: Damaged plant material shall be repaired, and rejected plant material shall be replaced by the Contractor entirely at his expense. Exception shall be for replacement only, of plants subject to vandalism or accidental loss as determined by the Engineer. Repairs shall be made immediately following notification. Replacements, however, shall be made only when directed by the Engineer. Replacement plants shall be the same species as originally provided and shall be of equal size to the remaining healthy trees, shrubs or groundcover. Dead plants shall be removed as directed by the Engineer who shall record plants removed. wr 8-02.3(15) Seeding and Fertilizing Section 8-02.3(15) is supplemented by adding the following: Add Topsoil Type A as needed to match adjacent grades. Remove clods, rocks, and debris 1 inch or Larger in any dimensions. Rake the seedbed to a smooth even grade without low areas. Hydroseeding shall be the method for seeding low-grow lawn and habitat restoration seeding areas. Wood cellulose fiber shall be used as the tracer/mulch when hydroseeding. Hydroseeding equipment shall be approved by the Engineer when hydroseeding. The hydroseeder shall be thoroughly cleaned before use and when switching seed blends in order to prevent cross contamination. Prevent overspray onto mulch rings around trees and shrubs, sidewalks, pavement, planting areas, and other surfaces not intended to be seeded. Promptly remove overspray. SW 7th Street—Special Provisions Page 139 as 06/13/14 Habitat Restoration hydroseed blend shall be applied at a rate of 3 pounds per 1,000 square feet (130 pounds per acre) over areas indicated on Plans. Contractor shall ensure that seeding coverage in steep areas is accurately calculated. Low-Grow hydroseed blend shall be applied at a rate of 7 pounds per 1,000 square feet (305 pounds per acre) over areas indicated on Plans. Contractor shall ensure that seeding coverage in steep areas is accurately rri calculated. This work shall include all required or necessary watering, mowing, and weed control in seeded areas. Seeding Installation A. Perform seeding work only after planting and other work affecting ground surface has been completed. B. Restrict all disturbances or other activities in seeded areas until grass is established. Erect signs and barriers as required. C. Provide watering equipment as required. D. Limit preparation to areas which will be immediately seeded. so E. Loosen topsoil of areas to be seeded to minimum depth of 4 inches. F. Grade area to be seeded. Remove ridges and fill depressions as required to drain. G Seed immediately after preparation of bed. Spring seeding shall occur between April 1 and June 1 and fall No seeding shall occur between August 15 and October 31 or at such other times acceptable to the City. H. Seed indicated areas within contract limits and areas adjoining contract limits disturbed as a result of construction operations. I. Perform seeding operations when the soil is dry and when winds do not exceed 5 miles per hour. NO 8-02.3(18) Property Restoration New: (******) r The Contractor is responsible for any damage caused by construction activities and will be repaired at the Contractor's expense. Restore all disturbed areas to original condition or better. Grass areas shall be restored with hydroseed where directed. 8-05 Stormwater Treatment Units Section 8-05 is a new added section as follows: (******) 8-05.1 Description This work consists of installing stormwater treatment structures of the type and size designated by the Contract Documents. The stormwater treatment units shall be as manufactured by Filterra bioretention system for bioretention filtration of stormwater that utilizes physical, chemical and biological mechanisms of a soil, plant and microbe complex to remove pollutants. The treatment system shall be a fully equipped, preconstructed, drop-in-place unit designed for applications in the urban landscape to treat contaminated runoff from impervious surfaces. 8-05.2 Materials The treatment structures shall be Filterra Unit Types as noted on the plans and as manufactured by Filterra Biorentention Systems. Filterra units shall be for Enhanced Treatment and shall provide the concrete vault, 101 engineered soil media, mulch, underdrain system, splash blocks, all piping within the structure, tree frame and grate, clean out and plant necessary for the installation of the structure. SW 7`"Street—Special Provisions Page 140 rrr 06/13/14 Filterra contact information is as follows: (need to updated) Filterra Bioretention Systems 11352 Virginia Precast Road wr Ashland,VA 23005 Phone:866-349-3458 �r Fax: 804-798-8400 http://www.filterra.com/ Local Contact: Dan Laughlin- NW Territory Manager Direct: (206)406-6361 Email: dlaughlin @filterra.com rr Concrete for precast units shall conform to the following: 1. The wall thickness shall not be less than 150mm [5"] or as shown on the dimensional drawings. In all cases, the wall thickness shall be no less than the minimum thickness required to meet loading requirements of the application. 2. The precast concrete unit shall be cured by an approved method. The unit shall not be shipped until the concrete has attained 85%of its design compressive strength. 3. The connections shall be provided to accept pipes of the specified size(s) and material(s). 8-05.3 Construction Requirements General A. The Manufacturer shall furnish all required engineering assistance required to properly size and install all components of the treatment device in accordance with the approved drawings and these specifications. B. The Manufacturer shall deliver the product to the project site. C. The Contractor will be responsible for unloading and installation of the delivered product. D. The Manufacturer shall provide, at no additional cost, maintenance of the treatment system for a 1W period of one year. This shall include the end of 1-year maintenance requirements. Quality Control A. The quality of precast concrete components, underdrain materials, filter media, landscape materials and all other appurtenances and their assembling process shall be subject to inspection upon delivery of the unit at the work site. B. All plant materials shall comply with the type and size required by the approved drawings and shall be alive and free of obvious signs of disease. C. Filter media shall be visually inspected to ensure appropriate volume, texture and consistency with the irr approved drawings. Filter media must be certified following TARP or TAPE protocol testing to meet or exceed the filter media minimum flow rates and pollutant removal efficiency of the Filterra bioretention system. Submittals(3 weeks prior to installation) A. Installation, Operation and Maintenance Manuals 1. The Contractor shall submit the manufacturers approved filterra bioretention system installation, operation, and maintenance manuals for the system. 2. The installation manual shall include specific procedures to protect the Filterra units after installation and prior to being activated. SW 7`h Street—Special Provisions Page 141 06/13/141 B. Drawings: 1. The Manufacturer shall be provided dimensional drawings and, when specified, utilize these drawings to show details for construction, materials, specifications, reinforcing, pipe joints and any maintenances. C. Manufacturer's Warranty: a* 1. The manufacturer shall warranty all components of the units for a minimum period of one year provided the unit is operated and maintained in accordance with the manual. D. Substitutions: 1. No substitutions allowed. Construction to A. Each unit shall be constructed at the locations and elevations according to the sizes shown on the approved drawings. Any modifications to the elevation or location shall be at the direction of and with approval by the Engineer. "W B. The excavation for the treatment structures shall be sufficient to leave 1 foot in the clear between their outer surface and the earth bank. C. Inlet and outlet connections shall be aligned to meet the approved drawings with modifications necessary to meet site conditions. D. Backfilling of the structure shall be done in accordance with the Provisions of Section 2-09. Structures shall be placed on a compacted level of foundation as shown on the Plans. E. All covers and plugs necessary to protect the structure from debris must not be removed until the pipes are connected and backfilling is complete. rrl F. Contractor will be responsible to unload and place the structure. Equipment with adequate lifting capacity must be present upon delivery or structures. Contractor to coordinate with Filterra on weight of units and delivery schedule. "i 8-09 RAISED PAVEMENT MARKERS 8-09.3 Construction Requirements Section 8-09.3 supplemented as follows: rr Contractor shall replace all raised pavement markers impacted. Replaced raised pavement markers shall match existing. Prior to installing lane markers, the Contractor shall pre-mark the layout of all channelization and receive approval from the Engineer. Pre-marks shall consist of painted spot markings. The Contractor shall notify the Engineer of his/her intention to receive approval of the pre-mark channelization at least 48 hours in advance. ri 8-13 MONUMENT CASES 8-13.1 Description Section 8-13.1 is revised and supplemented as follows: This Work shall consist of furnishing and placing monument cases and covers, in accordance with the Standard Plans and these Specifications, in conformity with the lines and locations shown in the Plans or as staked by the Engineer or by the Contractor supplied Surveyor. SW 7th Street—Special Provisions Page 142 di sr 06/13/14 8-13.3 Construction Requirements Paragraphs 2 and 3 of Section 8-13.3 is revised and supplemented as follows: r�s The monument will be furnished and set by the Engineer or by the Contractor supplied Surveyor. w When existing monuments will be impacted by a project, the Contractor shall be responsible for assuring that a registered surveyor references the existing monuments prior to construction. After construction is complete, the monuments shall be re-established by the Surveyor in accordance with RCW58.09.130. wrw 8-14 CEMENT CONCRETE SIDEWALKS 8-14.3(4) Curing Section 8-14.3(4) is replaced with: The curing materials and procedures outlined in Section 5-05.3(13) of the Standard Specifications shall prevail, except that white pigmented curing compound shall not be used on sidewalks. The curing agent shall be applied immediately after brushing and be maintained for a period of 5 days. The Contractor shall have readily available sufficient protective covering, such as waterproof paper or plastic membrane, to cover the pour of an entire day in the event of rain or other unsuitable weather. During the rr� curing period, all traffic, both pedestrian and vehicular, shall be excluded. Vehicular traffic shall be excluded for such additional time as the Engineer may specify. The Contractor shall be responsible for barricading, patrolling, or otherwise protecting the newly placed concrete to prevent damage. Damaged,vandalized, discolored, stained, or unsightly concrete shall be removed and replaced at the expense of the Contractor. 8-17 IMPACT ATTENUATOR SYSTEMS 8-17.5 Payment Section 8-17.5 is supplemented by the following: If no pay item is included for temporary impact attenuators then all costs to provide and install shall be considered a part of the pay item for"Traffic Control." 8-20 ILLUMINATION,TRAFFIC SIGNAL SYSTEMS,AND ELECTRICAL 8-20.2(1) Equipment List and Drawings Paragraph four of Section 8-20.2(1) is revised and supplemented with the following: The Contractor shall submit for approval six sets of shop drawings for each of the following types of standards called for on this project: 1. Light standards with or without pre-approved Plans. rr� 2. Signal standards with or without pre-approved Plans. 3. Combination Signal and lighting standards. 4. Metal Strain Poles. rri Paragraph five of Section 8-20.2(1) is deleted. Paragraph six of Section 8-20.2(1) is deleted. r SW 7th Street—Special Provisions Page 143 r 06/13/14 Section 8-20.2(1) is supplemented as follows: The Contractor also shall submit either on the signal standard shop drawings or attached to the signal standard shop drawings all dimensions to clearly show the specific mast arm mounting height and signal tenon locations for each signal pole to be installed. 8-22 PAVEMENT MARKING 8-22.1 Description The following item in Section 8-22.1 is revised as follows: Crosswalk Stripe Ag A SOLID WHITE line, 8 inches wide and 10-feet long, installed parallel to another crosswalk stripe and parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes. See detail sheet. Skip Center Line (Replacement) A BROKEN YELLOW line 4 inches wide. The broken or"skip" pattern shall be based on a 24-foot unit consisting of a 9-foot line and a 15-foot gap. Skip center strip is used as centerline delineation on two-lane or three-lane, two-way highways. Double Yellow Center Line(Replacement) Two SOLID YELLOW lines, each 4 inches wide, separated by a 4-inch space. Double yellow center stripe is used as centerline delineation on multilane,two-way highways and for channelization. Approach Line(New) A SOLID WHITE line, 8 inches wide, used to separate left and right turning movements from through movements, to separate high occupancy vehicle lanes from general-purpose lanes, for islands, hash marks, and other applications. Hash mark stripes shall be placed on 45-degree angle and 10 feet apart. r Lane Line (Replacement) A BROKEN WHITE line, 4 inches wide, used to delineate adjacent lanes traveling in the same direction. The broken or"skip" pattern shall be based on a 24-foot unit consisting of a 9-foot line and a 15-foot gap. Two Way Left Turn Line(Replacement) A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated by a 4-inch space. The broken or"skip" pattern shall be based on a 24-foot unit consisting of a 9-foot line and a 15-foot space.The solid line shall be installed to the right of the broken line in the direction of travel. Crosswalk Line(Replacement) w�1 A SOLID WHITE line, 8 inches wide and 10 feet long, installed parallel to another crosswalk stripe and parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes. See detail sheet. Stop Line (Replacement) A SOLID WHITE line 12, 18, or 24 inches wide as noted on the Contract Plans. Railroad Warning Markings(Replacement) Where disturbed, replace railroad markings matching existing. 8-22.3(5) Installation Instructions ski Section 8-22.3(5) is revised as follows: A manufacturer's technical representative need not be present at the initial material installation to approve the installation procedure. ad SW 7th Street—Special Provisions Page 144 mi 06/13/14 8-23 TEMPORARY PAVEMENT MARKINGS +r. 8-23.5 Payment Section 8-23.5 is supplemented with the following: If no pay item is included in the Contract for installation, or for removal of temporary pavement markings,then all costs associated with these items are considered incidental to other items in the Contract or included under "Traffic Control," if that item is included as a bid item. 9-03.8(7) HMA Tolerances and Adjustments Item 1 is deleted and replaced with: 1. Job Mix Formula Tolerances. After the JMF is determined as required in 5-04.3(7)A, the constituents of the mixture at the time of acceptance shall conform to the following tolerances: Nonstatistical Commercial Evaluation Evaluation ` Aggregate, percent passing 1",%"1 Y2", and 3/8" sieves ±6% ±8% U.S. No.4 sieve ±6% ±8% U.S. No. 8 sieve ±6% ±8% U.S. No. 16 sieve ±4% ±6% U.S. No. 30 sieve ±4% ±6% U.S. No. 50 sieve ±4% ±6% U.S. No. 100 sieve ±3% ±5% U.S. No. 200 sieve ±2.0% ±3.0% Asphalt Binder ±0.5% ±0.7% VMA 1.5%below minimum value in 9-03.8(2) VFA minimum and maximum as listed in 9-03.8(2) Va 2.5% minimum and 5.5%maximum r These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit for aggregate shall not exceed the limits of the control point's section, except the tolerance limits for sieves designated as 100% passing will be 99-100. 9-03.22 Cement-based Grout for Abandoning Existing Utilities (Additional Section) Section 9-03.22 is a new section: The Contractor shall submit a mix proposal, to be approved by the Engineer, for Cement-base Grout for Abandoning Existing Utilities prior to commencing work on this item. Cement-based Grout for Abandoning Existing Utilities shall be equal to a 1-sack mix and the materials shall conform to the following: Cement:This material shall be Portland cement as specified in section 9-01. Aggregate:This material shall meet the requirements for fine aggregate as specified in section 9-03.1. Water: Water shall conform to the provisions of Section 9-25.1. SW 7`h Street—Special Provisions Page 145 wr 06/13/14 9-05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 9-05.4 Steel Culvert Pipe and Pipe Arch (RC) Section 9-05.4 is revised as follows: Steel culvert pipe and pipe arch shall meet the requirements of AASHTO M 36,Type I and Type II. Welded seam aluminum coated (aluminized) corrugated steel pipe and pipe arch with metallized coating applied inside and out following welding is acceptable and shall be asphalt treatment coated. so 9-05.7(2) Reinforced Concrete Storm Sewer Pipe (RC) Section 9-05.7(2) is replaced by the following: Reinforced Concrete Storm Sewer pipe shall conform to the requirements of ASTM C-76 and shall be Class V. Both bells and spigots shall also be reinforced. Cement used in the manufacture of reinforced concrete pipe shall be Type II in conformance with ASTM C150. No admixture shall be used unless otherwise specified. 9-05.7(2)A Basis for Acceptance(RC) Section 9-05.7(2)A is supplemented by the following: All pipe shall be subject to 1 a three-edge e-bearin strength D-load test in accordance with ASTM C76• and (2) p�p 1 ( ) g g g ( ) , a hydrostatic test of rubber gasket joints in accordance with ASTM C361 or AWWA C302 except test pressure shall be 5 psi. 9-05.7(3) Concrete Storm Sewer Pipe Joints (RC) Section 9-05.7(3) is replaced by the following: Joint assembly design shall be reinforced concrete bell and spigot type incorporating a fully retained single rubber gasket in accordance with ASTM C361 or AWWA C302. Rubber gasket material shall be neoprene. 9-05.7(4) Testing Concrete Storm Sewer Pipe Joints(RC) Section 9-05.7(4) is supplemented by the following: Hydrostatic testing of rubber gasket joints shall be performed in accordance with ASTM C361 or AWWA C302 except test pressure shall be 5 psi. rrr 9-05.9 Steel Spiral Rib Storm Sewer Pipe (RC) Section 9-05.9 is replaced with: The manufacturer of spiral rib storm sewer pipe shall furnish the Engineer a Manufacturer's Certificate of Compliance stating that the materials furnished comply in all respects with these Specifications. The Engineer ad may require additional information or tests to be performed by the Contractor at no expense to the City. Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated either by using a continuous helical lock seam or a continuous helical welded seam paralleling the rib. Steel spiral rib storm sewer pipe shall be manufactured of metallic coated (aluminized or galvanized) corrugated steel and inspected in conformance with Section 9-05.4. The size, coating, and metal shall be as shown in the Plans or in the Specifications. SW 7 th Street—Special Provisions Page 146 06/13/14 For spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be essentially rectangular and shall be 3/4 inch plus two times the wall thickness (2t) plus or minus 1/8 inch (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum vertical distance from the outside of pipe wall immediately adjacent to the lockseam or stiffener to the top surface of rib). The maximum spacing of the ribs shall be 11.75 inches center to center(measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be a minimum of 0.10 inch and a maximum of 0.17 inch. If the sheet between adjacent ribs does not contain a lockseam, a stiffener shall be included midway between ribs,having a nominal radius of 0.25 inch and a minimum height of 0.20 inch toward the outside of the pipe. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. When required, spiral rib or narrow pitch spiral rib pipe shall be bituminous treated or paved. The bituminous treatment for spiral rib pipe shall conform to the requirements of Sections 9-05.4(3) and 9-05.4(4). For narrow pitch spiral rib sewer pipe, the helical ribs shall project outwardly from the smooth pipe wall and +rr shall be fabricated from a single thickness of material. The ribs shall be .375 inch + 1/8 inch wide (measured outside to outside) and a minimum of.4375 inch high (measured as the minimum vertical distance of ribs shall be 4.80 inches center to center(measured normal to the direction of the ribs). The radius of bend of the metal r� at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of+ 10 percent. 9-05.12 Polyvinyl Chloride (PVC) Pipe Section 9-05.12(3) is a new additional section: 9-05.12(3) CPEP Sewer Pipe Section 9-05.12(3) is a new additional section: CPEP-Smooth interior pipe and fittings shall be manufactured from high density polyethylene resin which shall meet or exceed the requirements of Type 111, Category 4 or 5, Grade P33 or P34, Class C per ASTM D1248. In addition,the pipe shall comply with all material and stiffness requirements of AASHTO M294. 9-05.14 ABS Composite Sewer Pipe Section 9-05.14 is deleted 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe ,,. Section 9-05.17 is replaced with: Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated by using a continuous helical lock seam with a seam gasket. For spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch wide by 3/4 inch deep with a nominal spacing of 7-1/2 inches center to center. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. For narrow pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 0.375 inch + 1/8 inch wide (measured outside to outside) and a minimum spacing of ribs shall be 4.80 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of+ 10 percent. SW 7 th Street—Special Provisions Page 147 06/13/14 For wide pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch + 1/8 inch wide (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum vertical distance from the outside of pipe wall to top surface of the rib). The maximum spacing of ribs shall be 11.75 inches center to center(measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of+ 10 percent. 9-05.20 Corrugated Polyethylene Storm Sewer Pipe (CPEP) Section 9-05.19 is replaced with the following: (******) .�r 9-05.20(1) Description Corrugated Polyethylene Pipe (CPEP) shall be corrugated high-density polyethylene pipe with smooth internal wall manufactured by Advanced Drainage Systems (ADS), or approved equivalent. 9-05.20(2) Pipe Material and Fabrication CPEP shall be in conformance with the latest version of ASTM F 667 or AASHTO M 294,Type S. 9-05.20(3) Fittings and Gaskets Fittings shall be gasketed PVC fittings. Gaskets shall conform to ASTM F 477. Fittings shall conform to ASTM F 1536 or ASTM D 3212. Fittings shall be manufactured by Nyloplast USA, Inc.,or approved equivalent. 9-05.20(4) Installation Pipe and fittings shall be installed per the manufacturer's recommendations. Lubricate gasket and fitting socket with manufacturer-approved lubricant prior to pushing pipe into fitting. 9-05.24 Polypropylene Culvert Pipe, Polypropylene Storm Sewer Pipe, and Polypropylene Sanitary Sewer Pipe This sections content is deleted and replaced with the following: All joints for polypropylene pipe shall be made with a bell/bell or bell and spigot coupling and shall conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. All gaskets shall be factory installed on the pipe in accordance with the producer's recommendations. Qualification for each producer of polypropylene storm sewer pipe requires joint system conformance to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477 and a formal quality control plan for each plant proposed for consideration. A Manufacturer's Certificate of Compliance shall be required and shall accompany the materials delivered to the project. The certificate shall clearly identify production lots for all materials represented. The Contracting Agency may conduct verification tests of pipe stiffness or other properties it deems appropriate. This section is supplemented with the following new sub-sections: 9-05.24(1) Polypropylene Culvert Pipe and Storm Sewer Pipe Polypropylene culvert and storm sewer pipe shall conform to the following requirements: 1. For dual wall pipe sizes up to 30 inches:ASTM F2736. . 2. For triple wall pipe sizes from 30 to 60 inches:ASTM F2764. ri 3. For dual wall profile pipe sizes 36 to 60 inches:AASHTO MP 21,Type S or Type D. 4. Fittings shall be factory welded, injection molded or PVC. Imi SW 7th Street—Special Provisions Page 148 66 ar 06/13/14 9-05.24(2) Polypropylene Sanitary Sewer Pipe Polypropylene sanitary sewer pipe shall conform to the following requirements: 1. For pipe sizes up to 30 inches:ASTM F2736. 2. For pipe sizes from 30 to 60 inches:ASTM F2764. 3. Fittings shall conform to ASTM F2764. Bell & spigot connections shall utilize a spun-On, welded or integral bell and spigot with gaskets meeting ASTM F477. Fitting joints shall be watertight joint performance requirements of ASTM D3212. wr 9-05.52 Dense Foam Section 9-05.52 is a New Section as follows: Dense foam shall be Ethafoam HS 600 high density, polyethylene foam, as manufactured by Dow Chemical Company, or approved equivalent. 9-08 PAINTS 9-08.8 Manhole Coating System Products Section 9-08.8 is a new section and subsections: 9-08.8(1) Coating Systems Specification A. High Solids Urethane Coating C1 System: Coating High Solids Material: Urethane Surfaces: Concrete Surface In accordance with err Preparation: SSPC SP-7 (Sweep or brush off blast) Application: Shop/Field:The drying time between coats shall not exceed 24 hours in any case System 6.0 mils dry film Thickness: Coatings: Primer: One coat of Wasser MC- ir. Aroshield high solids urethane(2.0 DFT) Finish:Two or more coats of Wasser MC- Aroshield (min.4.0 DFT) Color: White rr SW 7`h Street—Special Provisions Page 149 rr 06/13/14 9-14.1 Topsoil Type A Section 9-14.1 is supplemented by adding the following: Topsoil Type A shall be a two-way topsoil mix consisting of 50% organic compost screened to 7/16" and 50% sand. Cedar Grove Two-Way Topsoil or equal, as approved by Engineer. Contractor shall submit (2 weeks prior No to installation) a 1 cubic-foot sample of topsoil for approval by Engineer. 9-14.3 Fertilizer aria Section 9-14.3 is supplemented by adding the following: General - Fertilizers must be delivered to job sites, mixed as specified, in standard size unopened containers, showing weight, analysis and name of manufacturer. Material shall be uniform in composition, free-flowing and suitable for application by mechanical equipment. All elements shall be protected from the weather, particularly moisture, both on and off the job site. Plant Fertilizer Plant fertilizer shall be one of the following products or an approved equal: 1. Apex 23-4-12NW with controlled release NPK& micro-nutrients Type: granule Manufacturer: J.R. Simplot P.O. Box 198 Lathrop, CA 95330 2. Meister 18-7-11 with controlled release NPKµ-nutrients r Type: granule Manufacturer: Helena Chemical Company 225 Schilling Blvd. Collierville,TN 38017 r 3. Nutricote 18-6-811 with controlled release NPK& micro-nutrients Type: granule Manufacturer: Enviro-Safe Laboratories, Inc. 17455 SW 157th Ave. Miami, FL 33187 The selected fertilizer shall contain the following micro-nutrients: Magnesium (Mg) Copper(Cu) Boron (B) Iron (Fe) Manganese (Mn) Zinc(Zn) The controlled release period shall be greater than 6 months. 9-14.4(3) Bark or Wood Chips Section 9-14.4(3) is replaced by the following: Oki Bark shall be medium to coarsely ground, and shall be derived from Douglas fir, Western red cedar, or hemlock species. Bark shall not be derived from pine needles, and shall not contain resin,tannin, or other compounds or infestations in quantities that would be detrimental to plant vigor. Bark shall not be colored. 9-14.4(8) Compost Section 9-14.4(8) is supplemented by adding the following: SW 7`h Street—Special Provisions Page 150 jA 06/13/14 Compost shall be commercially available, recycled, mature, stable, decomposed organic yard waste from Cedar Grove Composting or equal. It shall be the result of accelerated, aerobic biodegradation and stabilization under controlled commercial conditions. The result shall be a uniform, dark,soil-like appearance. 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES 9-23.9 Fly Ash (RC) Section 9-23.9 is revised as follows: Fly ash shall not be used around water lines. 9-30 WATER DISTRIBUTION MATERIALS 9-30.1(1) Ductile Iron Pipe (RC) Section 9-30.1(1) is revised as follows: r Ductile iron pipe shall be centrifugally cast and meet the requirements of AWWA C151. Ductile iron pipe shall have a cement-mortar lining meeting the requirements of AWWA C104. All other ductile iron pipe shall be Standard Thickness Class 52 or the thickness class as shown in the Plans. 9-30.3(1) Gate Valves(3 inches to 12 inches) Section 9-30.3(1) is replaced with: Valves shall be designed for a minimum water operating pressure of 200 PSI. Gate valves shall be Iowa List 14, w Mueller Company No.A2380, Kennedy,or M&H. Approval of valves other than models specified shall be obtained prior to bid opening. wr All gate valves less than 12" in diameter shall include an 8" x 24" cast iron gate valve box and extensions, as required. All 12" diameter and larger gate valves shall be installed in a vault. See the City of Renton Standard Details for 12"gate valve assembly vault and 1" bypass installation. Gate valves shall conform to AWWA C500 and shall be iron body, bronze-mounted, double disc with bronze wedging device and O-ring stuffing box. Resilient Seated Gate Valves: Resilient seated gate valves shall be manufactured to meet or exceed the requirements of AWWA Standard C509 latest revisions. All external and internal ferrous metal surfaces of the gate valve shall be coated for corrosion protection with fusion bonded epoxy. Thee ox coating shall be factory a pp lied to all valve parts prior to valve assembly and shall meet or exceed the requirements of AWWA Standard C-550 latest revision. Valves shall be provided with two (2) internal O-ring stems seals. The valves shall be equipped with one (1) anti-friction washer. The resilient gate valve shall have rubber sealing surfaces to permit bi-directional flow. The stem shall be independent of the stem nut or integrally cast. Manufacturers of Resilient Seated Gate Valves shall provide the City on request that the valve materials meet the City specifications. Valves shall be designed for a minimum water operating pressure of 200 psi. End connections shall be mechanical joints, flanged joints or mechanical by flanged joints as shown on the project plans. Resilient Seated Gate Valves shall be U.S. Metroseal 250,Clow, M&H Style 3067, Mueller Series 2370, Kennedy. w SW 7th Street—Special Provisions Page 151 06/13/14 Approval of valves other than model specified shall be obtained prior to bid opening. All gate valves less than 12 inches in diameter shall include an 8"x24" cast iron gate valve box and extensions, as required. All 12 inch diameter and larger resilient seated gate valves shall have a 1 inch by-pass assembly and shall be installed in a concrete vault per City of Renton Standard Details, latest revision. 9-30.3(3) Butterfly Valves Section 9-30.3(3) is supplemented by adding the following: Butterfly valves shall be Dresser 450 or Pratt Groundhog. 9-30.3(5) Valve Marker Posts Section 9-30.3(5) has been deleted and replaced with the following: WA The valve markers shall be fabricated and installed in conformance with the Standard Drawings. Valve markers shall be carsonite composite utility marker .375"x 6-0" or approved equal with blue label "water." 9-30.3(7) Combination Air Release/Air Vacuum Valves Section 9-30.3(7) has been supplemented as follows: Air and vacuum release valves shall be APCO- Valve and Primer Corp, "Heavy-Duty," combination air release valve, or equal Installation shall be per the City of Renton Standard Details, latest revision. Piping and fitting shall be copper or brass. Location of the air release valve as show on the plans is approximate. The installation shall be set at the high point of the line. 9-30.3(8) Tapping Sleeve and Valve Assembly Section 9-30.3(8) is revised as follows: Tapping sleeves shall be cast iron,ductile iron epoxy-coated steel,or other approved material. 9-30.3(9) Blow-Off Assembly Section 9-30.3(9) is a new section: Permanent blow-off assembly shall be #78 Kupferle Foundry Co. or approved equal. Installation of blow-off permanent blow-off assembly shall be per City of Renton Standard Details, latest revision. Pipe and fittings shall be galvanized. Blow-off assembly shall be installed at location(s) shown on the plans. Temporary blow-off assembly on new dead-end water main shall be installed at location shown on the plans. Temporary blow-off assemblies for testing and flushing of the new water mains will not be included under this item and shall be considered incidental to the contract and no additional payment shall be made. 9-30.5 Hydrants Section 9-30.5 is supplemented by adding the following: Fire hydrants shall be Iowa Corey Type (opening with the p ressure) or a pp roved equal conforming to AWWA C- 502-85. Approval must be obtained prior to bid opening. SW 7 th Street—Special Provisions Page 152 06/13/14 Compression type fire hydrants (opening against pressure) shall be Clow Medallion, M&H 929, Mueller Super Centurion 200, conforming to AWWA C-502-85. 9-30.5(1) End Connections(RC) Section 9-30.5(1) is supplemented by adding the following: Hydrants shall be constructed with mechanical joint connection unless otherwise specified in bid proposal wr description. 9-30.5(2) Hydrant Dimensions Section 9-30.5(2) is replaced with the following: Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.O.) of 5 1/4 inches, two 2 1/2 inch hose nozzles with National Standard Threads 7 1/2 threads per inch and one 4 inch pumper nozzles with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads, outside diameter of male tread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4" pentagon operating nut opened by turning counter clockwise (left). The two 2-1/2" hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. The 4" pumper nozzle shall be fitted with a Stortz adapter,4" Seattle Thread x 5" Stortz. Stortz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and 2 set screws 180 degrees apart. Stortz face to be metal, no gasket to weather. Stortz cap to have synthetic r.r molded rubber gasket,and shall be attached to hydrant adapter with 1/8" coated stainless steel aircraft cable. Fire hydrants shall be installed per City of Renton Standard Details for fire hydrants, latest revisions. 9-30.6(3)8 Polyethylene Pipe Section 9-30.6(3)6 has been modified as follows: • Polyethylene pipe shall not be used. 9-30.6(4) Service Fittings rrr Section 9-30.6(4) has been revised as follows: Fittings used for copper tubing shall be compression type with gripper ring. 9-30.6(5) Meter Setters Section 9-30.6(5) has been supplemented as follows: Meter setters shall be installed per the City of Renton Standard Details for water meters, latest revision. SW 7th Street—Special Provisions Page 153 err 06/13/14 SW 7`h Street—Special Provisions Page 154 t t c Ci of INV ` PERMITS L L L L L L L L L L rrr -• Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021-See appeal process at and of HPA Mill Creek,WA 98012-1296 r WILDLIFE (425)775-1311 Issue Date: December 17,2013 Control Number: 132525-1 Project Expiration Date: December 16,2018 FPA/Public Notice#: N/A PERMITTEE AUTHORIZED AGENT OR CONTRACTOR City of Renton Public Works Department ATTENTION: Hebe'Bernardo Renton City Hall(5th floor) 1055 S Grady Way Renton,WA 98057 425-430-7264 Fax:425-430-7241 Project Name: SW 7th St/Naches Ave Storm System Improvements Project Description: The City of Renton proposes to improve stormwater conveyance capacity in the lower SW 7th Street trunk drainage system by installing an additional storm system pipe. The specific improvements of the project include approximately 3,330 feet of 60-inch diameter trunk storm drain that would be installed parallel to the existing system from its current outfall at Naches Ave SW to approximately Lind Ave SW. The portion of the project that triggers the need for a JARPA submittal is the construction of an additional stormwater outfall in Stream A. Low Impact Development(LID)stormwater facilities(Fllterra systems)will be installed along SW 7th Street between Naches Ave SW and Lind Ave SW as part of the project. ,rr PROVISIONS 1. The project may begin immediately and shall be completed by December 16, 2018, provided work within the ordinary high water line (OHWL)shall occur only between June 16 and September 30. 2. Work shall be accomplished per plans and specifications submitted to and approved by the Washington Department of Fish and Wildlife (WDFW)entitled, "SW 7TH STREET/ NACHES AVENUE SW STORM SYSTEM IMPROVEMENT PROJECT 60% SUBMITTAL", dated October 25, 2013, except as modified by this Hydraulic Project Approval (HPA). A copy of these plans shall be available on site during construction. 3. NOTIFICATION REQUIREMENT: The Area Habitat Biologist(AHB) listed below(e-mail to fisheldf @dfw.wa.gov)and the Enforcement Program Officer(e-mail to capeljic @dfw.wa.gov) shall receive e-mail notification from the person to whom this HPA is issued (permittee) no less than 4W three working days prior to start of work, and again within seven days of completion of work to arrange a compliance inspection. The notification shall include the permittee's name, project location, starting date of work or completion date of work, and the control number of this HPA. wrr 4. The outfall structure shall be constructed to prevent the entry of fish. 5. The stream bank at the point of the discharge shall be armored to prevent scouring. Pagel of 5 wlw Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021-See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 10 Issue Date: December 17,2013 Control Number: 132525-1 Project Expiration Date: December 16,2018 FPA/Public Notice#: N/A 6. Excavation for the placement of the structure or armoring materials shall be isolated from the wetted perimeter. 7. Wastewater from project activities and water removed from within the work area shall be routed WIN to an area landward of the OHWL to allow removal of fine sediment and other contaminants prior to being discharged to the stream or to wetlands associated with the stream. Wastewater shall be tested to ensure compliance with state water quality standards prior to discharge to state waters. ■n 8. Equipment used for this project shall be free of external petroleum-based products while working around the stream and wetlands associated with the stream. Equipment shall be checked daily for leaks and any necessary repairs shall be completed prior to commencing work activities along the stream and wetlands associated with the stream. 9. All waste material such as construction debris, silt, excess dirt or overburden resulting from this project shall be deposited above the limits of floodwater in an approved upland disposal site. 10. Disturbance of the streambed and banks and wetlands and their associated vegetation shall be limited to that necessary to install the project. Affected areas of vegetation shall be restored to pre- project or improved habitat configuration. Prior to December 31 of the year of project construction, the disturbed areas of vegetation shall be revegetated per the approved plan (Provision 2). Plantings shall be maintained as necessary for three or more years to ensure 80 percent or greater initial survival of each species or a contingency species approved by the AHB. wr 11. The trees which will be removed to construct the outfall shall be installed downstream of the outfall per the approved plan (Provision 2) in a manner to withstand 100-year peak flows. 12. If at any time, as a result of project activities, fish are observed in distress, a fish kill occurs, or water quality problems develop (including equipment leaks or spills), immediate notification shall be made to the Washington Emergency Management Division at 1-800-258-5990, and to the AHB. 1W 13. Erosion control methods shall be used to prevent silt-laden water from entering the stream and wetlands associated with the stream. These may include, but are not limited to, straw bales, filter fabric, temporary sediment ponds, check dams of pea gravel-filled burlap bags or other material, and/or immediate mulching of exposed areas. err 14. Prior to starting work, the selected erosion control methods(Provision 13) shall be installed. Accumulated sediments shall be removed during the project and prior to removing the erosion control methods after completion of work. 15. Extreme care shall be taken to ensure that no petroleum products, hydraulic fluid, fresh cement, sediments, sediment-laden water, chemicals, or any other toxic or deleterious materials are allowed to enter or leach into the stream or wetlands associated with the stream. Page 2 of 5 40 Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021-See appeal process at end of HPA Mill Creek,WA 98012-1296 Ow WILDLIFE (425)775-1311 Issue Date:December 17,2013 Control Number: 132525-1 Project Expiration Date: December 16,2018 FPA/Public Notice#: N/A PROJECT LOCATIONS Location #1 SW 7th St/Naches Ave right-of-way WORK START: December 17, 2013 IWORK END: December 16, 2018 WRIA: Waterbody: Tributary to: ■r 09.0005 Spring Brook Creek Black River 1/4 SEC: Section: Township: Range: Latitude: Longitude: County: NE 1/4 2 2 N 04 E N 47.47539 W 122.23458 King .r Location#1 Driving Directions From 1-5 south,take the Martin Luther King Jr.Way/WA-900 exit(Exit 157). Follow Martin Luther King Jr.Way for approximately 0.4 miles and turn right onto 68th Ave S.as it becomes Monster Road SW and then Oakesdale Ave SW(approximately 0.8 mile). Turn left onto SW 7th Street and take the first left onto Naches Ave SW. The existing Stream A culvert crossing(and proposed culvert outfall location)is approximately 500 feet north of the SW 7th Street/Naches Ave SW intersection. rw rr APPLY TO ALL HYDRAULIC PROJECT APPROVALS This Hydraulic Project Approval pertains only to those requirements of the Washington State Hydraulic Code, +r specifically Chapter 77.55 RCW(formerly RCW 77.20). Additional authorization from other public agencies may be necessary for this project. The person(s)to whom this Hydraulic Project Approval is issued is responsible for applying for and obtaining any additional authorization from other public agencies(local, state and/or federal)that may be necessary for this project. rr This Hydraulic Project Approval shall be available on the job site at all times and all its provisions followed by the person(s)to whom this Hydraulic Project Approval is issued and operator(s)performing the work. This Hydraulic Project Approval does not authorize trespass. The person(s)to whom this Hydraulic Project Approval is issued and operator(s)performing the work may be held liable for any loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this Hydraulic Project Approval. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day and/or a gross misdemeanor charge,possibly punishable by fine and/or imprisonment. All Hydraulic Project Approvals issued under RCW 77.55.021 are subject to additional restrictions,conditions,or revocation if the Department of Fish and Wildlife determines that changed conditions require such action.The person(s)to whom this Hydraulic Project Approval is issued has the right to appeal those decisions. Procedures for filing appeals are listed below. 4W MINOR MODIFICATIONS TO THIS HPA: You may request approval of minor modifications to the required work timing or to the plans and specifications approved in this HPA.A minor modification to the required work timing means up to a one-week deviation from the timing window in the HPA when there are no spawning or incubating fish present within the vicinity of the project.You may request subsequent minor modifications to the required work timing.A minor modification of the plans and specifications means any changes in the materials,characteristics or construction of your Page 3 of 5 trr Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021-See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date: December 17,2013 Control Number: 132525-1 Project Expiration Date: December 16, 2018 FPA/Public Notice#: N/A project that does not alter the project's impact to fish life or habitat and does not require a change in the provisions of the HPA to mitigate the impacts of the modification. Minor modifications do not require you to pay additional application fees or be issued a new HPA.To request a minor modification to your HPA,submit a written request that clearly indicates you are requesting a minor modification to an existing HPA. Include the HPA number and a description of the requested change and send by mail to:Washington Department of Fish and Wildlife,PO Box 43234, Olympia, irr Washington 98504-3234, or by email to HPAapplications @dfw.wa.gov. Do not include payment with your request. You should allow up to 45 days for the department to process your request. MAJOR MODIFICATIONS TO THIS HPA:You may request approval of major modifications to any aspect of your HPA. Any approved change other than a minor modification to your HPA will require issuance of a new HPA. If you paid an application fee for your original HPA you must include payment of$150 with your written request or request billing to an account previously established with the department. If you did not pay an application fee for the original HPA,no fee is required for a change to it.To request a major modification to your HPA,submit a written request that clearly indicates you are requesting a major modification to an existing HPA. Include the HPA number,check number or billing account number,and a description of the requested change.Send your written request and payment, if applicable, by mail to: Washington Department of Fish and Wildlife,PO Box 43234, Olympia,Washington 98504-3234. If you are charging the fee to a billing account number or you are not subject to the fee,you may email your request to HPAapplications @dfw.wa.gov.You should allow up to 45 days for the department to process your request. APPEALS INFORMATION If you wish to appeal the issuance,denial,conditioning, or modification of a Hydraulic Project Approval(HPA), Washington Department of Fish and Wildlife(WDFW)recommends that you first contact the department employee who issued or denied the HPA to discuss your concerns. Such a discussion may resolve your concerns without the need for further appeal action. If you proceed with an appeal,you may request an informal or formal appeal.WDFW encourages you to take advantage of the informal appeal process before initiating a formal appeal.The informal appeal process includes a review by department management of the HPA or denial and often resolves issues faster and with less legal ■w complexity than the formal appeal process. If the informal appeal process does not resolve your concerns,you may advance your appeal to the formal process.You may contact the HPA Appeals Coordinator at(360)902-2534 for more information. A. INFORMAL APPEALS:WAC 220-110-340 is the rule describing how to request an informal appeal of WDFW actions taken under Chapter 77.55 RCW. Please refer to that rule for complete informal appeal procedures.The following information summarizes that rule. y A person who is aggrieved by the issuance,denial,conditioning, or modification of an HPA may request an informal appeal of that action. You must send your request to WDFW by mail to the Washington Department of Fish and Wildlife HPA Appeals Coordinator,600 Capitol Way North, Olympia,Washington 98501-1091;e-mail to as HPAapplications @dfw.wa.gov;fax to(360)902-2946;or hand-delivery to the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor.WDFW must receive your request within 30 days from the date you receive notice of the decision. If you agree, and you applied for the HPA,resolution of the appeal may be facilitated through an informal conference with the WDFW employee responsible for the decision and a supervisor. If a resolution is not reached through the informal conference,or you are not the person who applied for the HPA,the HPA Appeals Coordinator or designee will conduct an informal hearing and recommend a decision to the Director or designee. If you are not satisfied with the results of the informal appeal,you may file a request for a formal appeal. B. FORMAL APPEALS:WAC 220-110-350 is the rule describing how to request a formal appeal of WDFW actions taken under Chapter 77.55 RCW. Please refer to that rule for complete formal appeal procedures.The following information summarizes that rule. A person who is aggrieved by the issuance, denial, conditioning,or modification of an HPA may request a formal appeal of that action.You must send your request for a formal appeal to the clerk of the Pollution Control Hearings Boards and serve a copy on WDFW within 30 days from the date you receive notice of the decision.You may serve WDFW by mail to the Washington Department of Fish and Wildlife HPA Appeals Coordinator,600 Capitol Way North, Page 4 of 5 wr Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021-See appeal process at end of HPA Mill Creek,WA 98012-1296 +rte WILDLIFE (425)775-1311 Issue Date: December 17,2013 Control Number: 132525-1 Project Expiration Date:December 16, 2018 FPA/Public Notice#: N/A Olympia,Washington 98501-1091;e-mail to HPAapplications @dfw.wa.gov;fax to(360)902-2946;or hand-delivery to the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor.The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal,you may request a formal appeal within 30 days from the date you receive the Director's or designee's written decision in tr response to the informal appeal. C. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS: If there is no timely request for an appeal,the *a WDFW action shall be final and unappealable. ENFORCEMENT-'Sergeant Chandler(34) P3 Habitat Biologist 01 for Director Larry Fisher 425-313-5683 "'`' X "' WDFW .w CC: ow r r aw *a io 00 40 vo Page 5 of 5 +rr DEPARTMENT OF THE ARMY SEATTLE DISTRICT,CORPS OF ENGINEERS P.O.BOX 3755 SEATTLE,WASHINGTON 981243755 REPLY TO OATTENTIONOF I APR 3 0 2014 Regulatory Branch MAY 01 2014 CITY OF RENTON UTILITY SYSTEMS Mr. Ronald Straka City of Renton Public Works Department Renton City Hall, Fifth Floor 1055 South Grady Way aw Renton, Washington 98057 Reference: NWS-2013-656 Renton Public Works (SW 7h Street/Naches Avenue SW storm System) Dear Mr. Straka: " We have reviewed your application to impact 150 square feet of stream channel to install a new outfall into Stream A at Renton, Washington. The project would also remove an existing intake structure from Stream A channel, and install a temporary by-pass system during work in/immediately adjacent to Stream A: Based on the information you provided to us, Nationwide Permit(NWP) 12, Utility Line Activities (Federal Register February 21,2012, Vol. 77,No. 34), authorizes your proposal as depicted on the enclosed drawings dated May 2013. In order for this authorization to be valid, you must ensure the work is performed in accordance with the enclosed NWP 12, Terms and Conditions and the following special condition: a. You must implement and abide by the Endangered Species Act(ESA) requirements and/or agreements set forth in the Biological Evaluation for Informal ESA Consultation far NWS-2013-656, dated May 29, 2013, in their entirety. The U.S. Army Corps of Engineers r (Corps) made a determination of No Effect for all species and critical habitat based on this document. Failure to comply with the commitments made in this document constitutes non-compliance with the ESA and your Corps permit. wlrr We have reviewed your project pursuant to the requirements of the ESA, the Magnuson- Stevens Fishery Conservation and Management Act and the National Historic Preservation Act. w. We have determined this project complies with the requirements of these laws provided you comply with all of the permit general and the special condition. to W -2- Please note that Seattle District NWP Regional General Condition 6, Cultural Resources and Human Burials, found in the Nationwide Permit Terms and Conditions enclosure, details „r procedures that must be followed should an inadvertent discovery occur. You must ensure that you comply with this condition during the construction of your project. The authorized work complies with the Washington State Department of Ecology's (Ecology)Water Quality Certification and the Coastal Zone Management Act requirements for this NWP. No further coordination with Ecology is required. We have prepared and enclosed a Preliminary Jurisdictional Determination (JD)dated April 28, 2014, which is a written indication that wetlands and waterways within your project r► area may be waters of the U.S. Such waters will be treated as jurisdictional waters of the U.S. for purposes of computation of impact area and compensatory mitigation requirements associated with your permit application. If you believe the Preliminary JD is inaccurate, you may request an Approved JD, which is an official determination regarding the presence or absence of waters of the U.S. If one is requested, please be aware that we may require the submittal of additional information to complete an approved JD and work authorized in this letter may not occur until the approved JD has been finalized. Our verification of this NWP authorization is valid until March 18, 2017, unless the NWP is modified, reissued, or revoked prior to that date. If the authorized work has not been completed by that date and you have commenced or are under contract to commence this activity before March 18,2017, you will have until March 18, 2018,to complete the activity under the enclosed terms and conditions of this NWP. Failure to comply with all terms and conditions of this NWP verification invalidates this authorization and could result in a violation of Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act. You must also obtain all local, State, and other Federal permits that apply to this project. Upon completing the authorized work, you must fill out and return the enclosed Certificate of Compliance with Department of the Army Permit form. Thank you for your cooperation during the permitting process. We are interested in your experience with our Regulatory Program and encourage you to complete a customer service survey form. This form and information about our program is available on our website at www.nws.usace.army.mil select "Regulatory Branch, Permit Information" and then "Contact Us." A copy of this letter without enclosures will be furnished to Ms. Hebb Bernardo, City of Renton Public Works Department, Renton City Hall, Fifth Floor, 1055 South Grady Way, as Renton, Washington 98057. V0 ev of err r -3- r If you have any questions,please contact me at suzanne.l.anderson @usace.army.mil or go (206) 764-3708. Sincerely, raw zanne Anderson, Project Manager 4gulatory Branch +r Enclosures rrr r. rw ww wo 4w am r. ww � 77tid b_•.'��-.-.._- -------$.'a���� f�� � {�'"�"~ CHIP t{_—�.-_.......-�!" { IN! CITY OF RENTON ti tdnl AGA ON Sfl' tt/ — _ L 1 Ow SEE SHEET 4 OUTFALL TO STREAM A SEE SHEET 3 atACKANER \ Vw 'sriq f PROJECT AREA J) NJ ow nl n 51V STREAM SPRINGBROOK CREEK "�M VICINITY MAP SCAM 1°=1500' + + SECTION:13,24,19,18 TOWNSHIP:23N,23N,23N,23N RANGE:4E,4E,5E,5E rw LATITUDE:47.475386 N LONGITUDE:-122,234583 W ,..J«•+ tot Szz PARCEL NUMBER:9188000154 aw - rrr rrr,-•...F r rrrrrr rrrr n .rrr .r+ 9 SHEET INDEX r r � �" r .-F.-•r .-+ tot SHEET NUMBER SHEET TITLE, .-�Z.Z h 1 VICINITY MAP, LOCATION MAP, •� •�•�"�^' r' rrrrr AND SHEET INDEX rr ^�rrrr tztE r-f rrrr 2 PROJECT AREA to PLAN VIEW OF 'WORK AT 3 STREAM A AND STREAM +i OUTFALL SECTIONr p1{p S Yom' „r, i"+ t LUCATI£tN 4 LANDSCAPE RESTORATION 67 t IPLAN . LOCATION MAP SCALE: NM err '"oL DATUM:NAVD 88 VICINITY MAP,LOCATION MAP AND SHEET INDEX Applicant: 5A City of Renton 11:0 Application for: Project Location: SAIC Energy,Env.ronment SW 7th Street and Naches Avenue SW Storm Renton, King County, Washington ffi Infrastructure,LLC System Improvement Project 1001 Fourth Avg,Ste 2500 Seatge.WA 98154 Purpose:(20&)695.4700 p SCALE AS NOTED Date: MAY 2013 Flood Control SHEET 1 of 4 rr �.....___.... PROJECT AREA F-11 [141 gUrlf�9la Ate Iv _ _-- ro Q i 7 23 ❑ I' M 10 � 1�. �._. OekssdE�eAve r/ 2 22 17 s 21 19 FIT 16 15 13 ���, 12 C CD f va PROJECT AREA PLAN � j wall:: t'�saa1 ID Parcel Number Property Owner 1 9188000150 CITY OF RENTON 2 1323049089 CITY OF RENTON 3 9188000140 BLACKRIVER JV LLC 4 9188000050 EARLINGTON PARTNERSHIP 5 9188000020 SHEPHARD COMM REAL ESTATE 6 9188000010 HIGHLAND PLAZA PROPERTY LLC 7 1823059250 BNSF RAILWAY CO. 8 1823059270 O.J.AND BESSIE MAE HARPER 9 1823059254 NEPTUNE INVESTMENT LLC 10 1823059251 PUGET SOUND ELECTRICAL 11 1823059252 ICM 50OLLC 12 192305900 PDA LLC 13 1923059056 EASTLAKE INVESTORS 14 2146000060 BNSF RAILWAY CO. 15 2146000041 BECT LLC 16 2146000030 W&R PROPERTIES LLC 17 2146000020 BNSF RAILWAY CO. is 214600001Q AMB PROPERTY CORP 19 2146100031 R L LAWLER INC. 20 2146100020 BNSF RAILWAY CO. to 21 2146100015 BILLINGS DEVELOPMENT LLC 22 9188000080 BLACKRIVERJV LLC 23 9188000153 BLACK RIVER PARK LLC 24 9188000154 CITY OF RENTON �C _ 3 _ 5� DATUM:NAVL3 BB �J PROJECT AREA Applicant: City of Renton Application for. Project Location: SAIC Energy,Environment SW 7th Street and Naches Avenue SW Storm Renton,King County,Washington d Infrastructure,LLC System Improvement Project 1001 Fourth Ave,Ste 2900 Seatte.WA 88154 + (206)695,4700 Purpose: SCALE AS NOTED Date: MAY 2013 Flood Control SHEET 2 of 4 rrir APPROXIMATE EXTENTS OF EXISTING ROCK ARMOR~ / REMOVE EXISTING INTAKE STRUCTURE rrr -OHWM EXISTING 1O2°x 55 ZL� ". r r- w ors ,, -; ` " ,� y°• ���' OUTFALL TO STREAM A� T:�f ' STREAM A ow / E;,.i. ✓( ,',�/,'C''�'�i fit(t P-�" EXISTING 60° STORM DRAIN Ekw t n0 1 i TREE TO BE REMOVED TO PROPOSED NEW 60 FACILITATE CONSTRUCTION, TYP. /' €OUTFALL TO STREAM A. SHEET 4 FOR PROFILE L-1 SEE SHEET 4 FOR -` FROM MH1 TO OUTFALL C . MITIGATION AND PLANTING PLAN f I -' Cz 'I f f EXISTING ABANDONED PUMP l STATION AND ELECTRICAL PANEL REMOVE AND RESTORE AREA WITH NATIVE VEGETATION +>rr MH1 CONSTRUCTION LIMIT ROW I" rrr (FOR CLEARING/EARTHWORK) NGTES: OUTFALL AREA 1. APPROXIMATE EXCAVATION VOLUME WATERNfARO OF OHWM = 1 CY SME: 2. APPROXIMATE BACKFILL VOLUME WATERWARD OF OHWM = 1 CY APPROXIMATE EXISTING GROUND (CULVERT FACE)FINISHED GRADE f- qtr � 2O ___---..��.a../�/_' 17.5 - - -__._..___.__._____.,.__._........._..... ________..._.__...._ 15 -- --- ---._- r 12.5 —...._�._-__.___.__ Q NE1V 60 OUTFALL YV 10 _._.._,_V______Y____-___EXISTING-ROCK-AcMf T w _ AIM 7.5 ___-.___._._.._..___._.__..__. _ RESTORED OR HEW ROCK ARMOR F ZONE OF EXCAVATION WATERWARD OF OHWM SECTION A i'-1O°-O' tO 3 O i0 2O 60,OUTFAI. N Scale Feet bATUM:NRVb$B SCE: 1'=tO ; 20 O 20 4 O uj Seale Feat BE= A JE PLAN VIEW OF WORK AT STREAM A Applicant. AND STREAM SECTION AT OUTFALL City of Renton mJA Application for: Project Location: SAICEne Erc�3ron.,wnt ' SW 7th Street and Naches Avenue SW Storm �r� Renton, King County, Washington S I ure, Ste 26x0 t aQ1 t System Improvement Project FouM FnutU�Ave,St Seattle.WA 98154 Pur OSe: (206)085-4700 p SCALE AS NOTED Sate: MAY 2013 Flood Control SHEET 3 of 4 Aw TREE PLANTING OLLO WING THE REMOVAL. a0F_EXl51iNG ABANDONED EQUIPMENT TREE RESTORATION AREA ASSOCIATED WITH THE PIPE INSTALLATLON < M I 1�> J` J I a / l 1! 'l TREE PLANTING MITIGATION�AREA ND'BOUNDARY f TREE PLANTING MITIGATION AREA 4 f' PLANT SCHEDULE I ` TREES I SC#in`frlFiC FLAh1E ICOMIMONUMIE I SIZE ISPACINGIWWnTy FSEIWMQ IkHW61' Ofhmw RR 2 WL 2S'O.C, 5 RJR FLICATA �RED 2 GAL 25'0.4 4 5WRUB58 H RRACEOUS CORMS MLFIA BEAM HA7F M 1 CAL 4 G.R 18 —--! I j } •«r \ l�` FGLSSitCM UUN IT11M B`kftfb7�# 1 GAL W O.C. 71 r . ......... .._,.t t,_ a SYT/PI DWARFOS gas SN44YBm i CAL.. 4'O.€. 15 LNESTAKES I# / 54ll LWDA F M WUlDN UYE MME 2'O.C.. 14 sku 59WEIM ST#m Ys'1DO LNE SPARE 2'O,0 14 SQA SiCOULER! UO wttas ri1L m LNVE 5rAm 2'O.0 33 S PLANTING PLAN SCALE: t"-40' 40 0 40 90 raft DATUM: NAVD 88 Scale Feet LANDSCAPE RESTORATION PLAN Applicant: City of Renton Application for: Project Location: L10 M5A if ce it SASC Energy,Enc4ronrneni SW 7th Street and Naches Avenue SW Storm Renton, King County,Washington &Intraslrueium,L.LC System Improvement Project 1001 Fourth Ave,Ste 2500 seeLLIe.1NA9B154 Purpose: SCALE AS NOTED (200}&85-4700 p a Flood Control Late: MAY 2013 SHEET 4 of 4 srra NATIONWIDE PERMIT 12 of E g Corps O Terms and Conditions rrr Seattle District Effective Date: June 15, 2012 A. Description of Authorized Activities B. Corps National General Conditions for all NWPs C. Corps Seattle District Regional General Conditions +�• D. Corps Regional Specific Conditions for this NWP E. State 401 Certification General Conditions F. State 401 Certification Specific Conditions for this NWP G. EPA 401 Certification General Conditions H. EPA 401 Certification Specific Conditions for this NWP I. Coastal Zone Management Consistency Response for this NWP �r In addition to any special condition that may be required on a case-by-case basis by the District Engineer, the following terms and conditions must be met,as applicable,for a Nationwide Permit authorization to be + valid in Washington State. A. DESCRIPTION OF AUTHORIZED ACTIVITIES .r. 12. Utility Line Activities.Activities required for the construction,maintenance, repair,and removal of utility lines and associated facilities in waters of the United States,provided the activity does not result in the loss of greater than 1/2-acre of waters of the United States for each single and complete project. Utili , lines: This NWP authorizes the construction, maintenance,or repair of utility lines, including outfall and intake structures,and the associated excavation, backfill,or bedding for the utility lines, in all waters of the United States,provided there is no change in pre-construction contours.A "utility line"is defined as any pipe or pipeline for the transportation of any gaseous, liquid, liquescent, or slurry substance,for any purpose,and any cable, line,or wire for the transmission for any purpose of electrical energy,telephone, and telegraph messages, and radio and television communication.The term "utility line"does not include activities that drain a water of the United States, such as drainage tile or french drains,but it does apply to pipes conveying drainage from another area. Material resulting from trench excavation may be temporarily sidecast into waters of the United "■' States for no more than three months,provided the material is not placed in such a manner that it is dispersed by currents or other forces.The district engineer may extend the period of temporary side casting for no more than a total of 180 days,where appropriate. In wetlands,the top 6 to 12 inches of the +lr+ trench should normally be backfilled with topsoil from the trench.The trench cannot be constructed or backfilled in such a manner as to drain waters of the United States(e.g.,backfilling with extensive gravel layers,creating a french drain effect).Any exposed slopes and stream banks must be stabilized immediately upon completion of the utility line crossing of each waterbody. Utility line substations: This NWP authorizes the construction, maintenance,or expansion of substation facilities associated with a power line or utility line in non-tidal waters of the United States, provided the activity, in combination with all other activities included in one single and complete project, does not result in the loss of greater than 1/2-acre of waters of the United States. This NWP does not authorize discharges into non-tidal wetlands adjacent to tidal waters of the United States to construct, maintain,or expand substation facilities. Foundations for overhead utility line towers, poles, and anchors: This NWP authorizes the construction or maintenance of foundations for overhead utility line towers, poles,and anchors in all rtilr waters of the United States,provided the foundations are the minimum size necessary and separate err footings for each tower leg(rather than a larger single pad)are used where feasible. Access roads:This NWP authorizes the construction of access roads for the construction and maintenance of utility lines, including overhead power lines and utility line substations, in non-tidal waters of the United States, provided the activity, in combination with all other activities included in one single and complete project,does not cause the loss of greater than 1/2-acre of non-tidal waters of the United States. This NWP does not authorize discharges into non-tidal wetlands adjacent to tidal waters for access roads.Access roads must be the minimum width necessary(see Note 2,below). Access roads must ` be constructed so that the length of the road minimizes any adverse effects on waters of the United States and must be as near as possible to pre-construction contours and elevations(e.g.,at grade corduroy roads or geotextile/gravel roads).Access roads constructed above pre-construction contours and elevations in waters of the United States must be properly bridged or culverted to maintain surface flows. This NWP may authorize utility lines in or affecting navigable waters of the United States even if there is no associated discharge of dredged or fill material (See 33 CFR Part 322).Overhead utility lines ► constructed over section 10 waters and utility lines that are routed in or under section 10 waters without a discharge of dredged or fill material require a section 10 permit. This NWP also authorizes temporary structures,fills, and work necessary to conduct the utility line activity.Appropriate measures must be taken to maintain normal downstream flows and minimize flooding to the maximum extent practicable,when temporary structures,work,and discharges, including cofferdams,are necessary for construction activities, access fills, or dewatering of construction sites. Temporary fills must consist of materials, and be placed in a manner,that will not be eroded by expected high flows.Temporary fills must be removed in their entirety and the affected areas returned to pre- construction elevations. The areas affected by temporary fills must be revegetated,as appropriate. Notification: The permittee must submit a pre-construction notification to the district engineer prior to commencing the activity if any of the following criteria are met: (1)the activity involves mechanized land clearing in a forested wetland for the utility line right-of-way; (2)a section 10 permit is required; (3)the utility line in waters of the United States,excluding overhead lines, exceeds 500 feet;(4) fo the utility line is placed within a jurisdictional area(i.e.,water of the United States), and it runs parallel to or along a stream bed that is within that jurisdictional area; (5)discharges that result in the loss of greater than 1/10-acre of waters of the United States;(6)permanent access roads are constructed above grade in waters of the United States for a distance of more than 500 feet; or(7)permanent access roads are constructed in waters of the United States with impervious materials. (See general condition 31.) (Sections 10 and 404) rrti Note l: Where the proposed utility line is constructed or installed in navigable waters of the United States(i.e., section 10 waters)within the coastal United States,the Great Lakes, and United States territories,copies of the pre-construction notification and NWP verification will be sent by the Corps to the National Oceanic and Atmospheric Administration(NOAA),National Ocean Service(NOS),for charting the utility line to protect navigation. Note 2:Access roads used for both construction and maintenance may be authorized, provided they meet the terms and conditions of this NWP.Access roads used solely for construction of the utility line must be removed upon completion of the work, in accordance with the requirements for temporary fills. Note 3: Pipes or pipelines used to transport gaseous, liquid, liquescent,or slurry substances over navigable waters of the United States are considered to be bridges, not utility lines,and may require a permit from the U.S.Coast Guard pursuant to Section 9 of the Rivers and Harbors Act of 1899.However, any discharges of dredged or fill material into waters of the United States associated with such pipelines will require a section 404 permit(see NWP 15). Note 4:For overhead utility lines authorized by this NWP, a copy of the PCN and NWP verification will be provided to the Department of Defense Siting Clearinghouse,which will evaluate sri potential effects on military activities. 2 irr B. CORPS NATIONAL GENERAL CONDITIONS FOR ALL NWPs Note: To qualify for NWP authorization,the prospective permittee must comply with the following general conditions,as applicable, in addition to any regional or case-specific conditions imposed by the division engineer or district engineer.Prospective permittees should contact the appropriate Corps district office to determine if regional conditions have been imposed on an NWP. Prospective permittees should also contact the appropriate Corps district office to determine the status of Clean Water Act Section 401 water quality certification and/or Coastal Zone Management Act consistency for an NWP. Every person who may wish to obtain permit authorization under one or more NWPs, or who is currently relying on an existing or prior permit authorization under one or more NWPs, has been and is on notice that all of the provisions of 33 CFR§ 330.1 through 330.6 apply to every NWP authorization.Note especially 33 CFR §330.5 relating to the modification, suspension,or revocation of any NWP authorization. +rr 1.Navigation.(a)No activity may cause more than a minimal adverse effect on navigation. (b)Any safety lights and signals prescribed by the U.S.Coast Guard,through regulations or otherwise,must be installed and maintained at the permittee's expense on authorized facilities in navigable waters of the United States. (c)The permittee understands and agrees that, if future operations by the United States require the removal, relocation,or other alteration,of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters,the permittee will be required, upon due notice from the Corps of Engineers,to remove, relocate,or alter the structural work or obstructions caused thereby,without expense to the United States.No claim shall be made against the �r United States on account of any such removal or alteration. 2. Aquatic Life Movements.No activity may substantially disrupt the necessary life cycle movements of ow those species of aquatic life indigenous to the waterbody, including those species that normally migrate through the area, unless the activity's primary purpose is to impound water. All permanent and temporary crossings of waterbodies shall be suitably culverted, bridged,or otherwise designed and constructed to w maintain low flows to sustain the movement of those aquatic species. 3. Spawning A` reas.Activities in spawning areas during spawning seasons must be avoided to the „„� maximum extent practicable.Activities that result in the physical destruction(e.g.,through excavation, fill,or downstream smothering by substantial turbidity)of an important spawning area are not authorized. 4. Mi rg atory Bird Breeding Areas. Activities in waters of the United States that serve as breeding areas for migratory birds must be avoided to the maximum extent practicable. 5. Shellfish Beds. No activity may occur in areas of concentrated shellfish populations, unless the activity is directly related to a shellfish harvesting activity authorized by NWPs 4 and 48,or is a shellfish seeding or habitat restoration activity authorized by NWP 27. 6. Suitable Material.No activity may use unsuitable material (e.g.,trash, debris,car bodies, asphalt, etc.). Material used for construction or discharged must be free from toxic pollutants in toxic amounts(see Section 307 of the Clean Water Act). w. 7. Water Supply Intakes.No activity may occur in the proximity of a public water supply intake, except where the activity is for the repair or improvement of public water supply intake structures or adjacent it bank stabilization. 1W ow 8. Adverse Effects From Impoundments.If the activity creates an impoundment of water,adverse effects ir�r to the aquatic system due to accelerating the passage of water, and/or restricting its flow must be minimized to the maximum extent practicable. 9.Management of Water Flows. To the maximum extent practicable,the pre-construction course, condition,capacity,and location of open waters must be maintained for each activity, including stream channelization and storm water management activities,except as provided below.The activity must be constructed to withstand expected high flows.The activity must not restrict or impede the passage of normal or high flows, unless the primary purpose of the activity is to impound water or manage high flows.The activity may alter the pre-construction course,condition,capacity,and location of open waters if it benefits the aquatic environment(e.g., stream restoration or relocation activities). 10. Fills Within 100-Year Floodplains.The activity must comply with applicable FEMA-approved state or local floodplain management requirements. 4 11.Equipment.Heavy equipment working in wetlands or mudflats must be placed on mats, or other measures must be taken to minimize soil disturbance. 12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction,and all exposed soil and other fills,as well as any work below the ordinary high water mark or high tide line, must be permanently stabilized at the earliest practicable date.Permittees are encouraged to perform work within waters of the United States during periods of low-flow or no-flow. wr► 13. Removal of Temporary Fills.Temporary fills must be removed in their entirety and the affected areas returned to pre-construction elevations.The affected areas must be revegetated,as appropriate. 14. Proper Maintenance.Any authorized structure or fill shall be properly maintained, including maintenance to ensure public safety and compliance with applicable NWP general conditions,as well as any activity-specific conditions added by the district engineer to an NWP authorization. 15. Single and Complete Project. The activity must be a single and complete project. The same NWP cannot be used more than once for the same single and complete project. +err 16. Wild and Scenic Rivers.No activity may occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a"study river"for possible inclusion in the system while the river is in an official study status, unless the appropriate Federal agency with direct management responsibility for such river, has determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation or study status. Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency responsible for the designated Wild and Scenic River or study river(e.g.,National Park Service,U.S.Forest Service,Bureau of Land Management, U.S. Fish and Wildlife Service). 17.Tribal Rights.No activity or its operation may impair reserved tribal rights, including,but not Iimited to, reserved water rights and treaty fishing and hunting rights. 18. Endangered Species. (a)No activity is authorized under any NWP which is likely to directly or indirectly jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation,as identified under the Federal Endangered Species Act(ESA),or which will ro directly or indirectly destroy or adversely modify the critical habitat of such species.No activity is 4 wr r authorized under any NWP which"may affect"a listed species or critical habitat, unless Section 7 consultation addressing the effects of the proposed activity has been completed. (b)Federal agencies should follow their own procedures for complying with the requirements of the ESA.Federal permittees must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements.The district engineer will review the documentation and determine whether it is sufficient to address ESA compliance for the NWP activity,or whether additional ESA consultation is necessary. (c)Non-federal permittees must submit a pre-construction notification to the district engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the project,or if the project is located in designated critical habitat,and shall not begin work on the activity until notified by the district engineer that the requirements of the ESA have been satisfied and that the activity is authorized.For activities that might affect Federally-listed endangered or threatened species or designated critical habitat,the pre-construction notification must include the name(s)of the endangered or threatened +r species that might be affected by the proposed work or that utilize the designated critical habitat that might be affected by the proposed work.The district engineer will determine whether the proposed activity"may affect"or will have"no effect"to listed species and designated critical habitat and will +rr notify the non-Federal applicant of the Corps' determination within 45 days of receipt of a complete pre- construction notification. In cases where the non-Federal applicant has identified listed species or critical habitat that might be affected or is in the vicinity of the project, and has so notified the Corps,the applicant shall not begin work until the Corps has provided notification the proposed activities will have "no effect"on listed species or critical habitat,or until Section 7 consultation has been completed. If the non-Federal applicant has not heard back from the Corps within 45 days,the applicant must still wait for SW notification from the Corps. (d)As a result of formal or informal consultation with the FWS or NMFS the district engineer may add species-specific regional endangered species conditions to the NWPs. (e)Authorization of an activity by a NWP does not authorize the"take"of a threatened or endangered " �'�" species as defined under the ESA. In the absence of separate authorization(e.g., an ESA Section 10 Permit, a Biological Opinion with"incidental take"provisions, etc.)from the U.S. FWS or the NMFS, The Endangered Species Act prohibits any person subject to the jurisdiction of the United States to take a ow listed species, where "take" means to harass, harm,pursue, hunt, shoot,wound, kill,trap,capture,or collect,or to attempt to engage in any such conduct.The word"harm" in the definition of"take"means an act which actually kills or injures wildlife. Such an act may include significant habitat modification or aw degradation where it actually kills or injures wildlife by significantly impairing essential behavioral patterns, including breeding, feeding or sheltering. (f)Information on the location of threatened and endangered species and their critical habitat can be No obtained directly from the offices of the U.S. FWS and NMFS or their world wide web pages at http://www.fws.gov/or http://%v%viv.Avs.gov/ipac and littp://„i�vw.noaa.gov/fisheries.html respectively. aw 19. Mharatory Birds and Bald and Golden Eagles.The penniee is responsible for obtaining any"take” pen-nits required under the U.S. Fish and Wildlife Service's regulations governing compliance with the Migratory Bird Treaty Act or the Bald and Golden Eagle Protection Act.The permittee should contact the appropriate local office of the U.S. Fish and Wildlife Service to determine if such"take"permits are �" required for a particular activity. 20. Historic Properties. (a)In cases where the district engineer determines that the activity may affect do properties listed, or eligible for listing, in the National Register of Historic Places,the activity is not authorized,until the requirements of Section 106 of the National Historic Preservation Act(NHPA)have been satisfied. w (b)Federal permittees should follow their own procedures for complying with the requirements of Section 106 of the National Historic Preservation Act.Federal permittees must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. The VW 5 aw 1 district engineer will review the documentation and determine whether it is sufficient to address section sir 106 compliance for the NWP activity, or whether additional section 106 consultation is necessary. (c)Non-federal permittees must submit a pre-construction notification to the district engineer if the authorized activity may have the potential to cause effects to any historic properties listed on,determined to be eligible for listing on,or potentially eligible for listing on the National Register of Historic Places, including previously unidentified properties. For such activities,the pre-construction notification must state which historic properties may be affected by the proposed work or include a vicinity map indicating am the location of the historic properties or the potential for the presence of historic properties.Assistance regarding information on the location of or potential for the presence of historic resources can be sought from the State Historic Preservation Officer or Tribal Historic Preservation Officer,as appropriate,and the National Register of Historic Places(see 33 CFR 330.4(g)). When reviewing pre-construction '� notifications,district engineers will comply with the current procedures for addressing the requirements of Section 106 of the National Historic Preservation Act.The district engineer shall make a reasonable and good faith effort to carry out appropriate identification efforts,which may include background research,consultation,oral history interviews,sample field investigation,and field survey. Based on the information submitted and these efforts,the district engineer shall determine whether the proposed activity has the potential to cause an effect on the historic properties. Where the non-Federal applicant has identified historic properties on which the activity may have the potential to cause effects and so notified the Corps,the non-Federal applicant shall not begin the activity until notified by the district engineer either that the activity has no potential to cause effects or that consultation under Section 106 of the as NHPA has been completed. (d) The district engineer will notify the prospective permittee within 45 days of receipt of a complete pre-construction notification whether NHPA Section 106 consultation is required. Section 106 consultation is not required when the Corps determines that the activity does not have the potential to cause effects on historic properties(see 36 CFR§800.3(a)). If NHPA section 106 consultation is required and will occur,the district engineer will notify the non-Federal applicant that he or she cannot begin work until Section 106 consultation is completed. If the non-Federal applicant has not heard back from the Corps within 45 days,the applicant must still wait for notification from the Corps. (e) Prospective permittees should be aware that section 110k of the NHPA(16 U.S.C.470h-2(k)) prevents the Corps from granting a permit or other assistance to an applicant who,with intent to avoid the requirements of Section 106 of the NHPA,has intentionally significantly adversely affected a historic property to which the pen-nit would relate,or having legal power to prevent it,allowed such significant adverse effect to occur,unless the Corps, after consultation with the Advisory Council on Historic Preservation(ACHP),determines that circumstances justify granting such assistance despite the adverse effect created or permitted by the applicant. If circumstances justify granting the assistance,the Corps is required to notify the ACHP and provide documentation specifying the circumstances,the degree of damage to the integrity of any historic properties affected, and proposed mitigation. This documentation must include any views obtained from the applicant, SHPO/THPO, appropriate Indian tribes if the ,= undertaking occurs on or affects historic properties on tribal lands or affects properties of interest to those tribes,and other parties known to have a legitimate interest in the impacts to the permitted activity on as historic properties. 21. Discovery of Previously Unknown Remains and Artifacts. If you discover any previously unknown historic, cultural or archeological remains and artifacts while accomplishing the activity authorized by this permit,you must immediately notify the district engineer of what you have found,and to the maximum extent practicable, avoid construction activities that may affect the remains and artifacts until the required ► coordination has been completed.The district engineer will initiate the Federal,Tribal and state coordination required to determine if the items or remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. rr�1 6 rr +■. 22.Designated Critical Resource Waters.Critical resource waters include,NOAA-managed marine sanctuaries and marine monuments,and National Estuarine Research Reserves.The district engineer may designate,after notice and opportunity for public comment,additional waters officially designated by a state as having particular environmental or ecological significance,such as outstanding national resource waters or state natural heritage sites.The district engineer may also designate additional critical resource waters after notice and opportunity for public comment. (a)Discharges of dredged or fill material into waters of the United States are not authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40,42,43,44,49, 50, 51,and 52 for any activity within, or directly affecting,critical resource waters, including wetlands adjacent to such waters. (b)For NWPs 3, 8, 10, 13, 15, 18, 19,22, 23,25, 27,28,30, 33, 34, 36, 37, and 38,notification is required in accordance with general condition 31, for any activity proposed in the designated critical resource waters including wetlands adjacent to those waters.The district engineer may authorize activities under these NWPs only after it is determined that the impacts to the critical resource waters will be no more than minimal. 23.Mitigation. The district engineer will consider the following factors when determining appropriate and practicable mitigation necessary to ensure that adverse effects on the aquatic environment are minimal: (a)Tile activity must be designed and constructed to avoid and minimize adverse effects, both temporary and permanent,to waters of the United States to the maximum extent practicable at the project rr site(i.e., on site). (b)Mitigation in all its forms(avoiding, minimizing, rectifying, reducing, or compensating for resource losses)will be required to the extent necessary to ensure that the adverse effects to the aquatic environment are minimal. aw (c)Compensatory mitigation at a minimum one-for-one ratio will be required for all wetland losses that exceed 1/10-acre and require pre-construction notification, unless the district engineer determines in writing that either some other form of mitigation would be more environmentally appropriate or the adverse effects of the proposed activity are minimal, and provides a project-specific waiver of this requirement. For wetland losses of I/10-acre or less that require pre-construction notification,the district engineer may determine on a case-by-case basis that compensatory mitigation is required to ensure that �s the activity results in minimal adverse effects on the aquatic environment. Compensatory mitigation projects provided to offset losses of aquatic resources must comply with the applicable provisions of 33 CFR part 332. (1)The prospective permittee is responsible for proposing an appropriate compensatory r mitigation option if compensatory mitigation is necessary to ensure that the activity results in minimal adverse effects on the aquatic environment.(2) Since the likelihood of success is greater and the impacts to potentially valuable uplands are reduced,wetland restoration should be the first compensatory mitigation option considered.(3)If permittee-responsible mitigation is the proposed option,the prospective permittee is.responsible for submitting a mitigation plan.A conceptual or detailed mitigation plan may be used by the district engineer to make the decision on the NWP verification request, but a final mitigation plan that addresses the applicable requirements of 33 CFR 332.4(c)(2)-(14) must be approved by the district engineer before the permittee begins work in waters of the United States, unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation(see 33 CFR 332.3(k)(3)). (4)If mitigation bank or in-lieu fee program credits are the proposed option,the mitigation plan only needs to address the baseline conditions at the impact site and the number of credits to be provided. (5)Compensatory mitigation requirements(e.g.,resource type and amount to be provided as so compensatory mitigation,site protection,ecological performance standards, monitoring requirements) may be addressed through conditions added to the NWP authorization, instead of components of a compensatory mitigation plan. .r (d)For losses of streams or other open waters that require pre-construction notification,the district engineer may require compensatory mitigation, such as stream rehabilitation,enhancement, or preservation,to ensure that the activity results in minimal adverse effects on the aquatic environment. 7 (e)Compensatory mitigation will not be used to increase the acreage losses allowed by the acreage go limits of the NWPs.For example,if an NWP has an acreage limit of 1/2-acre, it cannot be used to authorize any project resulting in the loss of greater than 1/2-acre of waters of the United States,even if compensatory mitigation is provided that replaces or restores some of the lost waters. However, compensatory mitigation can and should be used,as necessary,to ensure that a project already meeting the established acreage limits also satisfies the minimal impact requirement associated with the NWPs. (f)Compensatory mitigation plans for projects in or near streams or other open waters will normally include a requirement for the restoration or establishment,maintenance,and legal protection(e.g., conservation easements)of riparian areas next to open waters.In some cases,riparian areas may be the only compensatory mitigation required. Riparian areas should consist of native species.The width of the required riparian area will address documented water quality or aquatic habitat loss concerns.Normally, the riparian area will be 25 to 50 feet wide on each side of the stream, but the district engineer may require slightly wider riparian areas to address documented water quality or habitat loss concerns.If it is not possible to establish a riparian area on both sides of a stream,or if the waterbody is a lake or coastal waters,then restoring or establishing a riparian area along a single bank or shoreline may be sufficient. Where both wetlands and open waters exist on the project site,the district engineer will determine the appropriate compensatory mitigation (e.g., riparian areas and/or wetlands compensation)based on what is rrit best for the aquatic environment on a watershed basis. In cases where riparian areas are determined to be the most appropriate form of compensatory mitigation,the district engineer may waive or reduce the requirement to provide wetland compensatory mitigation for wetland losses. nr (g)Permittees may propose the use of mitigation banks, in-lieu fee programs,or separate permittee- responsible mitigation. For activities resulting in the loss of marine or estuarine resources,permittee- responsible compensatory mitigation may be environmentally preferable if there are no mitigation banks or in-lieu fee programs in the area that have marine or estuarine credits available for sale or transfer to the permittee. For permittee-responsible mitigation,the special conditions of the NWP verification must clearly indicate the party or parties responsible for the implementation and performance of the so compensatory mitigation project, and, if required, its long-term management. (h)Where certain functions and services of waters of the United States are permanently adversely affected, such as the conversion of a forested or scrub-shrub wetland to a herbaceous wetland in a permanently maintained utility line right-of-way, mitigation may be required to reduce the adverse effects of the project to the minimal level. 24. Safety of Impoundment Structures.To ensure that all impoundment structures are safely designed, the district engineer may require non-Federal applicants to demonstrate that the structures comply with established state dam safety criteria or have been designed by qualified persons.The district engineer may also require documentation that the design has been independently reviewed by similarly qualified persons, and appropriate modifications made to ensure safety. 25. Water Ouality. Where States and authorized Tribes,or EPA where applicable, have not previously certified compliance of an NWP with CWA Section 401, individual 401 Water Quality Certification must be obtained or waived(see 33 CFR 330.4(c)). The district engineer or State or Tribe may require additional water quality management measures to ensure that the authorized activity does not result in more than minimal degradation of water quality. 26. Coastal Zone Mana eg ment. In coastal states where an NWP has not previously received a state coastal zone management consistency concurrence, an individual state coastal zone management consistency concurrence must be obtained,or a presumption of concurrence must occur(see 33 CFR 330.4(d)).The district engineer or a State may require additional measures to ensure that the authorized activity is consistent with state coastal zone management requirements. 8 +rr �r 27. Regional and Case-Bv-Case Conditions.The activity must comply with any regional conditions that may have been added by the Division Engineer(see 33 CFR 330.4(e))and with any case specific conditions added by the Corps or by the state, Indian Tribe,or U.S.EPA in its section 401 Water Quality Certification, or by the state in its Coastal Zone Management Act consistency determination. 28.Use of Multiple Nationwide Permits.The use of more than one NWP for a single and complete project is prohibited, except when the acreage loss of waters of the United States authorized by the NWPs does not exceed the acreage limit of the NWP with the highest specified acreage limit. For example, if a road crossing over tidal waters is constructed under NWP 14,with associated bank stabilization authorized by NWP 13,the maximum acreage loss of waters of the United States for the total project cannot exceed 1/3-acre. 29. Transfer of Nationwide Permit Verifications. If the permittee sells the property associated with a ft nationwide permit verification,the permittee may transfer the nationwide permit verification to the new owner by submitting a letter to the appropriate Corps district office to validate the transfer. A copy of the nationwide permit verification must be attached to the letter,and the letter must contain the following err statement and signature: "When the structures or work authorized by this nationwide permit are still in existence at the time the property is transferred,the terms and conditions of this nationwide permit, including any special conditions,will continue to be binding on the new owner(s)of the property.To validate the transfer of this nationwide permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below." (Transferee) (Date) wr 30. Compliance Certification.Each permittee who receives an NWP verification letter from the Corps must provide a signed certification documenting completion of the authorized activity and any required compensatory mitigation. The success of any required permittee-responsible mitigation, including the achievement of ecological performance standards, will be addressed separately by the district engineer. The Corps will provide the permittee the certification document with the NWP verification letter. The err certification document will include: (a)A statement that the authorized work was done in accordance with the NWP authorization, including any general, regional, or activity-specific conditions;(b)A statement that the implementation of any required compensatory mitigation was completed in accordance with the permit conditions. If credits from a mitigation bank or in-lieu fee program are used to satisfy the compensatory mitigation requirements,the certification must include the documentation required by 33 CFR 332.3(1)(3)to confirm that the permittee secured the appropriate number and resource type of r credits;and(c)The signature of the permittee certifying the completion of the work and mitigation. 31.Pre-Construction Notification. (a)Timing. Where required by the terms of the NWP,the prospective permittee must notify the district engineer by submitting a pre-construction notification(PCN)as early as "" possible.The district engineer must determine if the PCN is complete within 30 calendar days of the date of receipt and, if the PCN is determined to be incomplete, notify the prospective permittee within that 30 day period to request the additional information necessary to make the PCN complete.The request must 40 specify the information needed to make the PCN complete.As a general rule,district engineers will request additional information necessary to make the PCN complete only once. However, if the prospective permittee does not provide all of the requested information,then the district engineer will notify the prospective permittee that the PCN is still incomplete and the PCN review process will not commence until all of the requested information has been received by the district engineer.The prospective permittee shall not begin the activity until either: (1) He or she is notified in writing by the �r 9 r district engineer that the activity may proceed under the NWP with any special conditions imposed by the district or division engineer; or(2)45 calendar days have passed from the district engineer's receipt of the complete PCN and the prospective permittee has not received written notice from the district or division engineer. However, if the permittee was required to notify the Corps pursuant to general condition 18 that listed species or critical habitat might be affected or in the vicinity of the project,or to notify the Corps pursuant to general condition 20 that the activity may have the potential to cause effects to historic properties,the permittee cannot begin the activity until receiving written notification from the Corps that there is"no effect"on listed species or"no potential to cause effects"on historic properties, or that any consultation required under Section 7 of the Endangered Species Act(see 33 CFR 330.4(f)) and/or Section 106 of the National Historic Preservation(see 33 CFR 330.4(g))has been completed.Also,work cannot begin under NWPs 21,49,or 50 until the pernittee has received written approval from the Corps. If the proposed activity requires a written waiver to exceed specified limits of an NWP,the permittee may not begin the activity until the district engineer issues the waiver.If the district or division engineer notifies the permittee in writing that an individual permit is required within 45 calendar days of receipt of grit a complete PCN,the permittee cannot begin the activity until an individual permit has been obtained. Subsequently,the permittee's right to proceed under the NWP may be modified, suspended,or revoked only in accordance with the procedure set forth in 33 CFR 330.5(d)(2). (b)Contents of Pre-Construction Notification: The PCN must be in writing and include the following information: (1)Name, address and telephone numbers of the prospective permittee; (2)Location of the proposed project;(3)A description of the proposed project;the project's purpose; direct and indirect adverse environmental effects the project would cause, including the anticipated amount of loss of water of the United States expected to result from the NWP activity, in acres, linear feet, or other appropriate unit of measure; any other NWP(s),regional general permit(s),or individual permit(s)used or intended to be used to authorize any part of the proposed project or any related activity.The description should be sufficiently detailed to allow the district engineer to detennine that the adverse effects of the project will be minimal and to determine the need for compensatory mitigation. Sketches should be provided when necessary to show that the activity complies with the terms of the NWP.(Sketches usually clarify the project and when provided results in a quicker decision. Sketches should contain sufficient detail to provide an illustrative description of the proposed activity(e.g.,a conceptual plan),but do not need to be detailed engineering plans); (4)The PCN must include a delineation of wetlands,other special aquatic sites, and other waters,such as lakes and ponds,and perennial, intermittent,and ephemeral streams, on the project site. Wetland delineations must be prepared in accordance with the current method required by the Corps.The permittee may ask the Corps to delineate the special aquatic sites and other waters on the wir project site,but there may be a delay if the Corps does the delineation,especially if the project site is large or contains many waters of the United States. Furthermore,the 45 day period will not start until the delineation has been submitted to or completed by the Corps, as appropriate;(5) If the proposed activity will result in the loss of greater than 1/10-acre of wetlands and a PCN is required,the prospective permittee must submit a statement describing how the mitigation requirement will be satisfied,or explaining why the adverse effects are minimal and why compensatory mitigation should not be required. As an alternative,the prospective permittee may submit a conceptual or detailed mitigation plan. (6)If any listed species or designated critical habitat might be affected or is in the vicinity of the project, or if the project is located in designated critical habitat,for non-Federal applicants the PCN must include the name(s)of those endangered or threatened species that might be affected by the proposed work or utilize the designated critical habitat that may be affected by the proposed work.Federal applicants must provide documentation demonstrating compliance with the Endangered Species Act; and(7)For an activity that may affect a historic property listed on,determined to be eligible for listing on, or potentially eligible for sit listing on,the National Register of Historic Places,for non-Federal applicants the PCN must state which historic property may be affected by the proposed work or include a vicinity map indicating the location of the historic property. Federal applicants must provide documentation demonstrating compliance with Section 106 of the National Historic Preservation Act. w 10 (c)Form of Pre-Construction Notification: The standard individual permit application form(Form ENG 4345)may be used, but the completed application form must clearly indicate that it is a PCN and must include all of the information required in paragraphs (b)(1)through(7)of this general condition.A letter containing the required information may also be used. (d)Agency Coordination: (1)The district engineer will consider any comments from Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the project's adverse environmental effects to a minimal level. (2) For all NWP activities that require pre-construction notification and result in the loss of greater than 112- acre of waters of the United States,for NWP 21,29,39,40,42,43,44, 50, 51, and 52 activities that require pre-construction notification and will result in the loss of greater than 300 linear feet of " intermittent and ephemeral stream bed, and for all NWP 48 activities that require pre-construction notification,the district engineer will immediately provide(e.g.,via e-mail, facsimile transmission, overnight mail,or other expeditious manner)a copy of the complete PCN to the appropriate Federal or state offices(U.S. FWS, state natural resource or water quality agency, EPA, State Historic Preservation Officer(SHPO)or Tribal Historic Preservation Office(THPO), and, if appropriate,the NMFS). With the exception of NWP 37,these agencies will have 10 calendar days from the date the material is transmitted .• to telephone or fax the district engineer notice that they intend to provide substantive, site-specific comments.The comments must explain why the agency believes the adverse effects will be more than minimal. If so contacted by an agency,the district engineer will wait an additional 15 calendar days before making a decision on the pre-construction notification.The district engineer will fully consider agency comments received within the specified time frame concerning the proposed activity's compliance with the terms and conditions of the NWPs, including the need for mitigation to ensure the net adverse environmental effects to the aquatic environment of the proposed activity are minimal.The district engineer will provide no response to the resource agency, except as provided below. The district engineer will indicate in the administrative record associated with each pre-construction notification that the resource agencies' concerns were considered. For NWP 37,the emergency watershed protection and rehabilitation activity may proceed immediately in cases where there is an unacceptable hazard to life or a significant loss of property or economic hardship will occur.The district engineer will consider any comments received to decide whether the NWP 37 authorization should be modified, suspended, or revoked in accordance with the procedures at 33 CFR 330.5. (3) In cases of where the prospective permittee is not a Federal agency,the district engineer will provide a response to NMFS within 30 calendar days of receipt of any Essential Fish Habitat conservation recommendations, as required by .iw Section 305(b)(4)(B)of the Magnuson-Stevens Fishery Conservation and Management Act. (4) Applicants are encouraged to provide the Corps with either electronic files or multiple copies of pre- construction notifications to expedite agency coordination. r District Engineer's Decision 1. In reviewing the PCN for the proposed activity,the district engineer will determine whether the WA activity authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or maybe contrary to the public interest. For a linear project,this determination will include an evaluation of the individual crossings to determine whether they individually satisfy the terms and conditions of the NWP(s), as well as the cumulative effects caused by all of the crossings authorized by NWP. If an applicant requests a waiver of the 300 linear foot limit on impacts to intermittent or ephemeral streams or of an otherwise applicable limit,as provided for in NWPs 13,21,29, 36, 39,40,42,43,44, 50,51 or 52,the district engineer will only grant the waiver upon a written determination that the NWP activity will result in minimal adverse effects. When making minimal effects determinations the district engineer will consider the direct and indirect effects caused by the NWP activity. The district engineer will also consider site specific factors,such as the environmental setting in `. the vicinity of the NWP activity,the type of resource that will be affected by the NWP activity,the functions provided by the aquatic resources that will be affected by the NWP activity,the degree or magnitude to which the aquatic resources perform those functions,the extent that aquatic resource it aw functions will be lost as a result of the NWP activity(e.g.,partial or complete loss),the duration of the wrt adverse effects(temporary or permanent),the importance of the aquatic resource functions to the region (e.g.,watershed or ecoregion),and mitigation required by the district engineer. If an appropriate functional assessment method is available and practicable to use,that assessment method may be used by 4* the district engineer to assist in the minimal adverse effects determination.The district engineer may add case-specific special conditions to the NWP authorization to address site-specific environmental concerns. 2. If the proposed activity requires a PCN and will result in a loss of greater than 1/1 Q-acre of wetlands,the prospective permittee should submit a mitigation proposal with the PCN.Applicants may also propose compensatory mitigation for projects with smaller impacts.The district engineer will consider any proposed compensatory mitigation the applicant has included in the proposal in determining whether the net adverse environmental effects to the aquatic environment of the proposed activity are minimal. The compensatory mitigation proposal may be either conceptual or detailed. If the district engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse effects on the aquatic environment are minimal,after considering mitigation,the district engineer will notify the permittee and include any activity-specific conditions in the NWP verification the district engineer deems necessary. Conditions for compensatory mitigation requirements must comply with the appropriate provisions at 33 CFR 332.3(k).The district engineer must approve the final mitigation plan before the permittee commences work in waters of the United States, unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation. If the prospective permittee elects to submit a compensatory mitigation plan with the PCN,the district engineer will expeditiously review the proposed compensatory mitigation plan.The district engineer must review the proposed compensatory mitigation plan within 45 calendar days of receiving a complete PCN and determine whether the proposed mitigation would ensure no more than minimal adverse effects on the aquatic environment. If the net adverse effects of the project on the aquatic environment(after consideration of the compensatory mitigation proposal) are determined by the district engineer to be minimal,the district engineer will provide a timely written 10 response to the applicant.The response will state that the project can proceed under the terms and conditions of the NWP, including any activity-specific conditions added to the NWP authorization by the district engineer. 3.If the district engineer determines that the adverse effects of the proposed work are more than minimal,then the district engineer will notify the applicant either: (a)That the project does not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authorization under an individual permit; (b)that the project is authorized under the NWP subject to the applicant's submission of a mitigation plan that would reduce the adverse effects on the aquatic environment to the minimal level;or(c)that the project is authorized under the NWP with specific modifications or conditions. Where the district engineer determines that mitigation is required to ensure no more than minimal adverse effects occur to the aquatic environment,the activity will be authorized within the 45-day PCN period, with activity-specific conditions that state the mitigation requirements.The authorization will include the necessary conceptual or detailed mitigation or a requirement that the applicant submit a mitigation plan that would reduce the adverse effects on the aquatic environment to the minimal level. When mitigation is required, no work in waters of the United States may occur until the district engineer has approved a specific mitigation plan or has determined that prior approval of a final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation. Further Information 1. District Engineers have authority to determine if an activity complies with the terms and conditions of an NWP. 2.NWPs do not obviate the need to obtain other federal, state, or local permits,approvals, or authorizations required by law. 12 • an W 3.NWPs do not grant any property rights or exclusive privileges. 4.NWPs do not authorize any injury to the property or rights of others. 5.NWPs do not authorize interference with any existing or proposed Federal project. wr C. CORPS SEATTLE DISTRICT REGIONAL GENERAL CONDITIONS 1. Aquatic Resources Requiring Special Protection. Activities resulting in a loss of waters of the United States in a mature forested wetland, bog, bog-like wetland,aspen-dominated wetland, alkali wetland, wetlands in a dunal system along the Washington coast,vernal pools, camas prairie wetlands, estuarine wetlands,and wetlands in coastal lagoons cannot be authorized by a NWP, except by the following ` NWPs: NWP 3 —Maintenance NWP 20—Oil Spill Cleanup NWP 32—Completed Enforcement Actions NWP 38 —Cleanup of Hazardous and Toxic Waste +r In order to use one of the above-referenced NWPs in any of the aquatic resources requiring special protection,you must submit a pre-construction notification to the District Engineer in accordance with Nationwide Permit General Condition 31 (Pre-Construction Notification)and obtain written approval before commencing work. 2. Commencement Bay. The following NWPs may not be used to authorize activities located in the Commencement Bay Study Area(see Figure 1 at www.nws.usace.army.mil,select Regulatory Permits then Permit Guidebook,then Nationwide Permits)requiring Department of the Army authorization: NWP 12 —Utility Line Activities(substations) NWP 13 —Bank Stabilization NWP 14—Linear Transportation Projects �r. NWP 23 —Approved Categorical Exclusions NWP 29—Residential Developments NWP 39—Commercial and Institutional Developments ..r NWP 40 —Agricultural Activities NWP 41 --Reshaping Existing Drainage Ditches NWP 42 —Recreational Facilities NWP 43 —Stormwater Management Facilities 3.New Bank Stabilization Prohibition Areas in Tidal Waters of Puget Sound. Activities involving new �r bank stabilization in tidal waters in Water Resource Inventory Areas(WRIAs) 8,9, 10, 11, and 12(within the specific area identified on Figure 2 at�vvN-v.nws.usace.anny.mil, select Regulatory Permits then Permit Guidebook,then Nationwide Permits)cannot be authorized by a NWP. 4. Bank Stabilization.Any project including new or maintenance bank stabilization activities requires pre-construction notification to the District Engineer in accordance with Nationwide Pen-nit General Condition 31 for Pre-Construction Notification. This requirement does not apply to maintenance work exempt by 33 CFR 323.4(a)(2). Each notification must also include the following information: a.Need for the work, including the cause of the erosion and the threat posed to structures, +rr infrastructure,and/or public safety. The notification must also include a justification for the need to place fill or structures waterward of the line of the Corps'jurisdiction (typically,the ordinary high water mark or mean higher high water mark). 1W 13 r b. Current and expected post-project sediment movement and deposition patterns in and near the project area. In tidal waters, describe the location and size of the nearest bluff sediment sources(feeder bluffs)to the project area and current and expected post-project nearshore drift patterns in the project 4W area. c. Current and expected post-project habitat conditions, including the presence of fish,wildlife and plant species,submerged aquatic vegetation, spawning habitat,and special aquatic sites(e.g.,vegetated shallows,riffle and pool complexes,or mudflats)in the project area. d.In rivers and streams, an assessment of the likely impact of the proposed work on upstream, i1°` downstream and cross-stream properties(at a minimum the area assessed should extend from the nearest upstream bend to the nearest downstream bend of the watercourse). Discuss the methodology used for determining effects. The Corps reserves the right to request an increase in the reach assessment area to fully address the relevant ecological reach and associated habitat. e. For new bank stabilization activities in rivers and streams, describe the type and length of existing 4 bank stabilization within 300 feet up and downstream of the project area. In tidal areas,describe the type and length of existing bank stabilization within 300 feet along the shoreline on both sides of the project area. r f.Demonstrate the proposed project incorporates the least environmentally damaging practicable bank protection methods.These methods include, but are not limited to,the use of bioengineering, biotecllnical design,root wads, large woody material,native plantings,and beach nourishment in certain circumstances. If rock must be used due to site erosion conditions,explain how the bank stabilization structure incorporates elements beneficial to fish. If the Corps determines you have not incorporated the least environmentally damaging practicable bank protection methods and/or have not fully compensated for impacts to aquatic resources,you must submit a compensatory mitigation plan to compensate for impacts to aquatic resources. g.A planting plan using native riparian plant species unless the applicant demonstrates a planting plan is not appropriate or not practicable. 5. Crossings of Waters of the United States. Any project including installing, replacing, or modifying crossings of waters of the United States, such as culverts,requires pre-construction notification to the District Engineer in accordance with Nationwide Permit General Condition 31 for Pre-Construction Id Notification. This requirement does not apply to maintenance work exempt by 33 CFR 323.4(a)(2). Each notification must also include the following information: .rr a.Need for the crossing. b. Crossing design criteria and design methodology. c. Rationale behind using the specific design method for the crossing. b. Cultural Resources and Human Burials. Permittees must immediately stop work and notify the District Engineer within 24 hours if, during the course of conducting authorized work,human burials, cultural resources, or historic properties,as identified by the National Historic Preservation Act,are discovered. Failure to stop work in the area of discovery until the Corps can comply with the provisions of 33 CFR 325 Appendix C,the National Historic Preservation Act,and other pertinent laws and 14 WM +� regulations could result in a violation of state and federal laws. Violators are subject to civil and criminal penalties. nor 7. Essential Fish Habitat. An activity which may adversely affect essential fish habitat,as identified under the Magnuson-Stevens Fishery Conservation and Management Act(MSA),may not be authorized by NWP until essential fish habitat requirements have been met by the applicant and the Corps. Non- federal permittees shall notify the District Engineer if essential fish habitat may be affected by,or is in the vicinity of,a proposed activity and shall not begin work until notified by the District Engineer that the requirements of the essential fish habitat provisions of the MSA have been satisfied and the activity is authorized. The notification must identify the type(s)of essential fish habitat(e.g., Pacific salmon, groundfish,and/or coastal-pelagic species)managed by a Fishery Management Plan that may be affected. Information about essential fish habitat is available at%vWVv.nwr.noaa.gov/. 8. Vegetation Protection and Restoration. Permittees must clearly mark all construction area boundaries before beginning work. The removal of native vegetation in riparian areas and wetlands,and the removal of submerged aquatic vegetation in estuarine and tidal areas must be avoided and minimized to the maximum extent practicable. Areas subject to temporary vegetation removal shall be replanted with appropriate native species by the end of the first planting season following the disturbance except as waived by the District Engineer. If an aquaculture area is permitted to impact submerged aquatic vegetation under NWP 48,the aquaculture area does not need to be replanted with submerged aquatic vegetation. 9. Access.You must allow representatives of this office to inspect the authorized activity at any time deemed necessary to ensure the work is being, or has been,accomplished in accordance with the terms and conditions of your permit. 10. Contractor Notification of Permit Requirements.The permittee must provide a copy of the nationwide permit verification letter,conditions,and permit drawings to all contractors involved with the authorized work, prior to the commencement of any work in waters of the U.S. D. CORPS REGIONAL SPECIFIC CONDITIONS FOR THIS NWP ++■ 1. When backfilling trenches in wetlands,no more than 10 percent of the soil used to backftll the top 12 inches of the trench may consist of subsurface soil. 2. The permittee must submit a pre-construction notification to the District Engineer in accordance with Nationwide Permit General Condition 31 (Pre-Construction Notification)for mechanized landclearing in a forested wetland for the construction of a substation. +�r 3. A pre-construction notification must include drawings and/or a description of the measures that will be used to prevent permanent drainage of adjacent areas by the backfil led trench and/or along the buried utility line. E. STATE 401 CERTIFICATION GENERAL CONDITIONS: 1. For in-water construction activities. Individual 401 review is required for projects or activities authorized under N WPs that will cause, or be likely to cause or contribute to an exceedence of a State water quality standard(WAC 173-201A)or sediment management standard (WAC 173-204). +w Note: State water quality standards are posted on Ecology's website: http:ll tnvtiv.ecy.ii,a.govl�rogranrs rvc7lswqsd. Click "Surface Water Criteria"for freshwater and iwr 15 marine water standards. Sediment management standards are posted on Ecology's website: to hitp:,,',Iiv-ciii%.ecy.i va.gov/biblio,,wac173204.htt:rl. Information is also available by contacting Ecology's Federal Permit staff. rl 2. Projects or Activities Discharging to Impaired Waters. Individual 401 review is required for projects or activities authorized under NWPs if the project or activity will occur in a 303(d) listed segment of a waterbody or upstream of a listed segment and may result in further exceedences of the specific listed parameter. Note: To determine if your project or activity is in a 303(d) listed segnient of a waterbody, visit Ecology's Water Quality Assessment webpage for maps and search tools, 'm http:/,"ivu%ii,.ecy.tis'a.goi�,)grograrrns/�1°q.•f303d12008,," Information is also available by contacting Ecology's Federal Permit staff. 3. Notification. For projects or activities that will require Individual 401 review, applicants must provide Ecology with the same documentation provided to the Corps(as described in Corps Nationwide Permit General Condition 31,Pre-Construction Notification), including,when applicable: (a) A description of the project, including site plans, project purpose, direct and indirect adverse environmental effects the project would cause, and any other Department of the Army permits used or intended to be used to authorize any part of the proposed project or any related activity. (b) Delineation of special aquatic sites and other waters of the United States. Wetland delineations must be prepared in accordance with the current method required by the Corps and shall include Ecology's Wetland Rating form. Wetland rating forms are subject to review and verification by Ecology staff. w Note: Wetland rating forms are available on Ecology's Wetlands website: http:,/,'%vuiv.ecy.lia.govlp rogramsrseaiia%etlands/ratingsistettns or by contacting Ecology's Federal Permit staff. (c) A statement describing how the mitigation requirement will be satisfied. A conceptual or detailed mitigation or restoration plan may be submitted. Mitigation plans submitted for Ecology review and approval shall be based on the guidance provided in Wetland Mitigation in Washington State,Parts 1 and 2(Ecology Publications 06-06- �y 011 a and 406-06-011 b). (d) Coastal Zone Management Program"Certification of Consistency"Form if the project is located within a coastal county(Clallam,Grays Harbor,Island,Jefferson,King,Kitsap Mason,Pacific, Pierce, San Juan, Skagit, Snohomish,Thurston, Wahkiakum,and Whatcom counties). Note: CZM Certification of Consistencyforms are available on Ecology's Federal Permit website: hitp:ll'it? vtiv.ecy.wa.govf prograrrrs,�sea/fed per?izitlitndex.litml or by contacting Ecology's Federal Permit staff. (e) Other applicable requirements of Corps Nationwide Permit General Condition 31, Corps Regional Conditions,or notification conditions of the applicable NWP. wi Note: Ecology has 180 days fi-onn receipt of applicable documents noted above and a copy of the final authorization letter from the Corps providing coverage for a proposed project or activity 16 w + + under the NWP Program to issue a WQC and CZM consistency determination response. If more than 180 days pass after Ecology's receipt of these documents,your requirement to obtain an individual WQC and CZM consistency determination response becomes waived. Yrr 4. Aquatic resources requiring special protection. Certain aquatic resources are unique, difficult-to- replace components of the aquatic environment in Washington State. Activities that would affect these resources must be avoided to the greatest extent possible. Compensating for adverse impacts to high value aquatic resources is typically difficult,prohibitively expensive, and may not be possible in some landscape settings. Individual 401 review is required for activities in or affecting the following aquatic resources(and not prohibited by Regional Condition 1): (a)Wetlands with special characteristics(as defined in the Washington State Wetland Rating Systems for western and eastern Washington, Ecology Publications#04-06-025 and#04-06-015): • Estuarine wetlands 'w • Natural Heritage wetlands + Bogs • Old-growth and mature forested wetlands 0 Wetlands in coastal lagoons • Interdunal wetlands • Vernal pools • Alkali wetlands (b)Fens, aspen-dominated wetlands,camas prairie wetlands, and marine water with eelgrass(Zostera marina)beds(except for NWP 48). (c)Category 1 wetlands Aw (d)Category II wetlands with a habitat score>29 points. This State General Condition does not apply to the following Nationwide Permits: r NWT 20—Response Operations for Oil and Hazardous Substances NWP 32—Completed Enforcement Actions 00 S. Mitigation. For projects requiring Individual 401 review,adequate compensatory mitigation must be provided for wetland and other water quality-related impacts of projects or activities authorized under the NWP Program. (a) Mitigation plans submitted for Ecology review and approval shall be based on the guidance provided in Wetland Mitigation in Washington State, Parts 1 and 2(Ecology Publications#06-06- "" 01 la and#06-06-01 lb)and shall,at a minimum, include the following: i. A description of the measures taken to avoid and minimize impacts to wetlands and other waters of the U.S. ii. The nature of the proposed impacts(i.e., acreage of wetlands and functions lost or degraded) arr iii. The rationale for the mitigation site that was selected 1"� iv. The goals and objectives of the compensatory mitigation project v. How the mitigation project will be accomplished, including construction sequencing, best management practices to protect water quality, proposed performance standards for measuring success and the proposed buffer widths vi. How it will be maintained and monitored to assess progress towards goals and objectives. Monitoring will generally be required for a minimum of five years. For forested and scrub- shrub wetlands, 10 years of monitoring will often be necessary. vii. How the compensatory mitigation site will be legally protected for the long term. ` Refer to Wetland Mitigation in Washington State—Part 2: Developing Mitigation Plans(Ecology Publication#06-06-01 lb)for guidance on developing mitigation plans. Ecology encourages the use of alternative mitigation approaches, including advance mitigation and other programmatic approaches such as mitigation banks and programmatic mitigation areas at the local level. wi If you are interested in proposing use of an alternative mitigation approach,consult with the appropriate Ecology regional staff person. (see http://www.ecy.wa.gov/programs/sea/wetlands/contacts.htm) Information on the state wetland mitigation banking program is available on Ecology's website: http://www.ecy.wa.gov/programs/sea/wetlands/mitigati on/banking/index.htmi 6. Temporary Fills. Individual 401 review is required for any project or activity with temporary fill in wetlands or other waters of the State for more than 90 days, unless the applicant has received written approval from Ecology. rrt Note: This State General Condition does not apply to projects or activities authorized under NWP 33, .Temporary Construction,Access, and Dewatering 7. Stormwater discharge pollution prevention: All projects that involve land disturbance or impervious surfaces must implement prevention or control measures to avoid discharge of pollutants in stormwater runoff to waters of the state. For land disturbances during construction,the permittee ari must obtain and implement permits where required and follow Ecology's current stormwater manual. Note:Stormwater permit information is available at Ecology's Water Quality website: http:.W ecy.tiva.go v4prograrcs!`Tvg..,'stor�lnwater index.html. Ecology's Stormwater Management and Design Manuals are available at: http:l�ivu=w.ecy.ii„a.gov;programs.Iii,q'stornativatei-t)rztnicipal,,'StrrmsltrAfarr.httizL Information is also available by contacting Ecology's Federal Permit staff. 8. State Certification for PCNs not receiving 45-day response.In the event the U.S. Army Corps of Engineers does not respond to a complete pre-construction notification within 45 days,the applicant must contact Ecology for Individual 401 review. F. STATE 401 CERTIFICATION SPECIFIC CONDITIONS FOR THIS NWP: Certified subject to conditions. Permittee must meet Ecology 401 General Conditions. Individual 401 review required for projects or activities authorized under this NWP if- 1. The entire utility line project or activity impacts more than ''/z acre of wetlands. 18 aw Note:Projects or activities that need a FERC license will be required to obtain an Individual 401 Certification as part of the FERC license process. G. EPA 401 CERTIFICATION GENERAL CONDITIONS: A.Any activities in the following types of wetlands and waters of the United States will need to apply for an individual 401 certification: Mature forested wetlands,bogs, bog-like wetlands, wetlands in dunal systems along the Washington coast,coastal lagoons, vernal pools,aspen-dominated wetlands,alkali wetlands,camas prairie wetlands,estuarine wetlands, including salt marshes,and marine waters with eelgrass or kelp beds. wr B.A 401 certification determination is based on the project or activity meeting established turbidity levels.The EPA will be using as guidance the state of Washington's water quality standards [WAC 173- 201a] and sediment quality standards [WAC 173-204].Projects or activities that are expected to exceed these levels or that do exceed these levels will require an individual 401 certification. +r The water quality standards allow for short-term turbidity exceedances after all necessary Best Management Practices have been implemented(e.g.,properly placed and maintained filter fences, hay bales and/or other erosion control devices,adequate detention of runoff to prevent turbid water from flowing off-site, providing a vegetated buffer between the activity and open water,etc.), and only up to the following limits: Wetted Stream Width at Discharge Point Approximate Downstream Point for Determining Compliance Up to 30 feet 50 feet >30 to 100 feet 100 feet >100 feet to 200 feet 200 feet >200 feet 300 feet LAKE,POND, RESERVOIR Lesser of 100 feet or maximum surface dimension s C.401 certification of projects and activities under NWPs will use Washington State Department of Ecology's most recent stormwater manual or an EPA approved equivalent manual as guidance in meeting water quality standards. D. For projects and activities requiring coverage under an NPDES permit,certification is based on compliance with the requirements of that permit. Projects and activities not in compliance with NPDES requirements will require individual 401 certification. E.Individual 401 certification is required for projects or activities authorized under NWPs if the •• project will discharge to a waterbody on the list of impaired waterbodies(the 303(d)List)and the discharge may result in further exceedance of a specific parameter the waterbody is listed for.The EPA shall make this determination on a case-by-case basis. For projects or activities that will discharge to a 303(d)-listed waterbody that does not have an approved Total Maximum Daily Load(TMDL)or an approved water quality management plan,the aw applicant must provide documentation for EPA approval showing that the discharge will not result in further exceedance of the listed contaminant or impairment. r 19 aw For projects or activities that will discharge to a 303(d)-listed waterbody that does not have an approved TMDL,the applicant must provide documentation for EPA approval showing that the discharge is within the limits established in the TMDL.The current list of 303(d)-listed waterbodies in Washington State will be consulted in making this determination and is available on Ecology's web site at: 40 NN ,°.ecy.wa.gov/programs/wq 1303d/2012/index.htmi The EPA may issue 401 certification for projects or activities that would result in further exceedance or impairment if mitigation is provided that would result in a net decrease in listed contaminants or less impairment in the waterbody. This determination would be made during individual 401 certification review. F. For projects requiring individual 401 certification,applicants must provide the EPA with the same documentation provided to the Corps,(as described in Corps'National General Condition 3l,Pre- Construction Notification), including,when applicable: (a) A description of the project, including site plans,project purpose,direct and indirect adverse environmental effects the project would cause,any other U.S. Department of the ArmyI► permits used or intended to use to authorize any part of the proposed project or any related activity. i* (b) Delineation of special aquatic sites and other waters of the United States. Wetland delineations must be prepared in accordance with the current method required by the Corps. (c) A statement describing how the mitigation requirement will be satisfied.A conceptual or detailed mitigation or restoration plan may be submitted. (d) Other applicable requirements of Corps National General Condition 31,Corps Regional Conditions, or notification conditions of the applicable NWP. A request for individual 401 certification-review is not complete until the EPA receives the applicable documents noted above and the EPA has received a copy of the final authorization letter from the Corps providing coverage for a proposed project or activity under the NWP Program. err. G.No activity, including structures and work in navigable waters of the United States or discharges of dredged or fill material,may consist of unsuitable material (e.g.,trash, debris,car bodies, asphalt,etc.) and material used for construction or discharged must be free from toxic pollutants in toxic amounts(see Section 307 of the Clean Water Act). H. An individual 401 certification is based on adequate compensatory mitigation being provided for aquatic resource and other water quality-related impacts of projects or activities authorized under the NWP Program. A 401 certification is contingent upon written approval from the EPA of the compensatory mitigation plan for projects and activities resulting in any of the following: • impacts to any aquatic resources requiring special protection(as defined in EPA General Condition A or Corps General Regional Condition 1) • any impacts to tidal waters or non-tidal waters adjacent to tidal waters(applies to NWP 14) • Or,any impacts to aquatic resources greater than 1/4 acre. of I* 20 r .t A' Compensatory mitigation plans submitted to the EPA shall be based on the Joint Agency guidance provided in Wetland Mitigation in Washington State, Parts I and 2(Ecology Publication#06-06-011 a and#06-06-01 lb)and shall,at a minimum, include the following: (1) A description of the measures taken to avoid and minimize impacts to wetlands and other waters of the U.S. ow (2)The nature of the proposed impacts(i.e.,acreage of wetlands and functions lost or degraded) (3)The rationale for the mitigation site that was selected (4)The goals and objectives of the compensatory mitigation project .r (5)How the mitigation project will be accomplished, including proposed performance standards for measuring success(including meeting planting success standard of 80 percent survival after five years), evidence for hydrology at the mitigation site,and the proposed buffer widths; (6)How it will be maintained and monitored to assess progress towards goals and objectives. (7)Completion and submittal of an"as-built conditions report" upon completion of grading, planting and hydrology establishment at the mitigation site; wr (8)Completion and submittal of monitoring reports at years 3 and 5 showing the results of monitoring for hydrology,vegetation types,and aerial cover of vegetation. (9)For forested and scrub-shrub wetlands, 10 years of monitoring will often be necessary. (10)Documentation of legal site protection mechanism (covenant or deed restriction)to show how the compensatory mitigation site will be legally protected for the long-term. I. An individual 401 certification is required for any activity where temporary fill will remain in wetlands or other waterbodies for more than 90 days.The 90 day period begins when filling activity starts in the wetland or other waterbody. `w J. An individual 401 is required for any proposed project or activity in waterbodies on the most current list of the following Designated Critical Resource Waters(per Corps General Condition 22). K.An individual 401 certification is required for any proposed project that would increase permanent, above-grade fill within the 100-year floodplain(including the floodway and the flood fringe). +�+ [Note: The I00-year floodplain is defined as those areas identified as Zones A,AI-30,AE,AH, AO,A99,V,V 1-30, and VE on the most current Federal Emergency Management Agency Flood Rate Insurance Maps,or areas identified as within the 100-year floodplain on applicable local Flood Management Program maps. The 100-year flood is also known as the flood with a I00-year recurrence interval,or as the flood with an exceedance probability of 0.0 1.] H. EPA 401 CERTIFICATION SPECIFIC CONDITIONS FOR THIS NWP: Partially denied without prejudice. Permittee must meet EPA 401 General Conditions. Individual 401 certification required for projects authorized under this NWP if: 1. Any excavation or dredging activities affecting open water areas(e.g.,trenching across streams),or 2. There are any permanent access roads,temporary structures or fill associated with the utility line activities,or 3. The entire scope of the project involves greater than 1/10 acre of impacts to aquatic resources. r 21 rrr li I. COASTAL ZONE MANAGEMENT CONSISTENCY RESPONSE FOR THIS NWP: Concur, subject to the following condition: When individual 401 review is triggered,a CZM Certificate of Consistency form must be submitted for project located within the 15 coastal counties(See State General 401 Condition 3 (Notification)). lot 22 + PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION(JD): 28 April 2014 B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: Ronald Straka,City of Renton Public Works Department Renton City Hall Fifth Floor,1055 South Grady Way Renton Washington 98057 C. DISTRICT OFFICE,FILE NAME,AND NUMBER:Seattle District Renton Public Works(SW 7th Street/Naches Avenue SW storm System) NWS-2013.655 D. PROJECT LOCATION(S)AND BACKGROUND INFORMATION: State: WA County: King City: Renton Center coordinates of site(lattfong in degree decimal format): Lat. 47.47539°N,Long. -122.23438°W Name of nearest waterbody: Stream A Name of any water bodies on the site,in the review area,that have been identified as Section 10 waters: Tidal: Non-Tidal: Identify(estimate)amount of waters in the review area(if there are multiple sites,use the table instead): Non-wetland waters(total for site): linear feet 100 and width(ft)20 or acres. trr Stream Flow: RPW Flow path:Stream A outlets into an excavated pond that has become a wetland then flows into the Black River which outlets to the Green River,which outlets to the Duwamish River which is included in the list of Navigable Waters of the U.S.in Washington State, Wetlands:0.62 acres(total for site). Cowardin Class(es): PFO PSS PEM PAB POW Site Latitude Longitude Cowardin Estimated amount of aquatic Class of aquatic resource number Class resource in review area Wetland A PFO,PSS, 0.24 acres I PEM,PAB, POW Wetland B PFO 0.38 acres III lift E. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLY): '!! ❑ Office(Desk)Determination. Date: ❑ Feld Determination. Date(s): SUPPORTING DATA, Data reviewed for preliminary JD(check all that apply-checked items should be included in case file and,where checked and requested,appropriately reference sources below): Maps,plans,plots or plat submitted by or on behalf of the applicant/consultant:project drawings dated May 2013. Data sheets prepared/submitted by or on behalf of the applicant/consultant. ❑Office concurs with data sheets/delineation report. -- ❑Office does not concur with data sheets/delineation report. Explain: ❑ Data sheets prepared by the Corps: ® Corps navigable waters'study:fist of Navigable Waters of the U.S.in Washington State. ❑ U.S.Geological Survey Hydrologic Atlas: ❑USGS NHD data, ❑USGS 8 and 12 digit HUC maps. ❑ U.S.Geological Survey map(s).Cite scale&quad name: ❑ USDA Natural Resources Conservation Service Soil Survey.Citation: ❑ National wetlands inventory map(s). Cite name: Wa ® State/Local wetland inventory map(s):King County!MAP. ❑ FEMAIFRM maps: ❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929) w. ® Photographs:®Aerial(Name&Date): Google Earth 28 April 2014. ❑ Photographs:❑Other(Name&Date): 1 rr 1 Procedural: 2 1. Applicant. City of Renton. 3 2. Hearing. The Examiner held a hearing on the subject application on September 18, 2013 at 4 1:30 pm in the City of Renton Council Chambers. 5 Substantive: 6 3. Project Description. The City of Renton is requesting a shoreline substantial development 7 permit and shoreline conditional use permit in order to install 3,330 linear feet of a 60-inch diameter storm drain parallel to an existing storm system, from its current outfall at Naches Ave SW to 8 approximately Lind Ave SW. Most of the project would occur within the rights-of-way of SW 7th St 9 and Naches Ave with a short segment (approximately 50 linear feet) within an undeveloped City owned parcel (Parcel #9188000154) on the west side of Naches Ave SW. The project includes the 10 construction of an additional stormwater outfall in a Class 2 stream (Stream A) that runs east to west on the northern boundary of the City-owned property (Parcel #9188000154). The project would also 11 retrofit the drainage condition installing Filterra Systems along SW 7th St; from Naches Ave SW to 12 Lind Ave SW. The project site is primarily located within the public right-of-way. The portion of the project area west of Powell Ave SW is zoned Commercial Office (CO). The eastern portion of the 13 project area is zoned Medium Industrial (IM). The area of impact would be approximately 270,000 square feet and is largely undeveloped with the exception of utilities. Construction is expected to 14 begin in Spring of 2014 and be complete by June of 2015. 15 4. Surrounding Area. The project area is located in a wildlife conservation area associated 16 with the Black River Riparian Forest. Adjoining parcels are characterized by warehouse and office use. 17 18 5. Adverse Impacts. There are no significant adverse impacts associated with the project. As an underground utility project, the proposal will not create any post-construction noise, traffic, parking, 19 navigation or visual impacts. As to compatibility, the project is located within the public right-of- way. Construction traffic is addressed by MDNS mitigation. Surrounding land uses include both 20 commercial and industrial properties. The proposed storm drain, to be installed adjacent to the 21 existing storm system would not alter the existing land uses in the area and has already proven to be compatible. Water quality will not be adversely affected by the proposal. Overall the proposal will 22 improve water quality in the Black River basin and the project will incorporate Filterra systems to provide for enhanced basic water treatment. The staff report notes that it is unlikely that any cultural 23 or archaeological resources are present at the site and the MDNS requires actions to be taken should any resources be discovered during construction. The primary impacts of concern are impacts to 24 wetlands and a stream, more specifically addressed as follows: 25 A. Wetlands. There are two wetlands within the project area. A Wetland 26 Assessment Report and Buffer Mitigation Plan was submitted by the applicant, prepared by Herrera on May 24, 2013 (Exhibit 4). Hererra biologists delineated SHORELINE SUBSTANTIAL DEVELOPMENT AND CONDITIONAL USE PERMITS 2 am +w 1 the two wetlands and identified them as Wetlands A and B. Wetland A, a 2 Catergory 1 wetland, is a large palustrine forested depressional wetland complex that is contiguous with the Black River Riparian Forest which is subject to the 3 Renton Shoreline Master Program (RMC4-3-090). Wetland B, a Category 3 4 wetland, is a palustrine forested wetland that occupies the southern portion of the City-owned parcel and is also subject to the Renton Shoreline Master Program 5 (Exhibit 10). No work would occur within the wetlands themselves, but 700 square feet would be temporarily cleared in the buffer to Wetland A. Mitigation 6 requires re-vegetation of the cleared area. The mitigation recommended in the 7 Herrera report was prepared by a qualified professional and was accepted by staff. M The recommended mitigation adequate mitigates wetland impacts and is imposed g through the MDNS. + 9 B. Stream. An unnamed tributary to the Black River (Stream A) is also located within the project area. A Stream Study was submitted by the applicant, prepared 10 by Herrera on May 24, 2013 (Exhibit 6). The stream was classified as a Class 2 11 stream with a 100-foot buffer. The existing 60-inch storm drain connects directly to Stream A within the culvert crossing of Naches Ave SW. The new 60-inch 12 storm drain will outfall adjacent to the existing culvert outlet. The stream at this location is currently armored with rock. A temporary stream bypass will be 13 necessary to construct the outlet. Since the buffer of Stream A overlaps with the Aw 14 buffer of Wetland A, buffer impacts and consequent performance standards are included in the Wetland Assessment Report and Buffer Mitigation Plan (Exhibit 15 4)• 16 The Muckleshoot Tribe submitted written comment expressing concern over an 17 increase in stream velocity that would be caused by the new outfall location into the stream. That increased velocity could adversely affect protected fish. In 18 response to this concern staff added mitigation requiring the addition of large woody debris to the stream. Staff and the Tribe found this additional mitigation to 19 adequately address velocity impacts and the mitigation is imposed through the 20 MDNS. The tribe also suggested the use of alternative vegetation for the required planting plan and the applicant has agreed to consider it. 21 C. No Net Loss of Ecological Function. The proposal will not crate any net loss of 22 ecological shoreline function. The project includes temporary impacts to the buffer of Wetland A amounting to an approximately 700 square foot area of 23 vegetation clearing. The Wetland Assessment Report and Buffer Mitigation Plan 24 contains a buffer mitigation and vegetation management plan for the re-vegetation of cleared areas (Exhibit 4). The plan includes approaches for no net loss of 25 ecological functions and for mitigation sequencing. Proposed performance standards are described to compensate for unavoidable temporary impacts to 26 buffers. There are provisions for re-vegetating cleared areas with native plant SHORELINE SUBSTANTIAL DEVELOPMENT AND CONDITIONAL USE PERMITS 3 I species and removing invasive plant species. The applicant is proposing to plant 2 Douglas fir and black cottonwood trees, snowberry and beaked hazelnut shrubs, and sword fern. The maintenance and monitoring program is proposed for a 3 minimum of five years to ensure adequate establishment of installed vegetation 4 and adequate cover of native vegetation and trees. A mitigation measure, as part of the SEPA determination, was issued requiring the submittal of a detailed final 5 mitigation plan (Exhibit 13). The final mitigation plan will be required to be reviewed and approved by the Current Planning Project Manager, prior to the 6 approval of construction permits. 7 Conclusions of Law 8 9 1. Authority. RMC 4-8-080(G) classifies shoreline substantial development permits as Type II 10 applications and shoreline conditional use permits as Type III applications. RMC 4-8-080(C)(2) requires consolidated permits to each be processed under "the highest-number procedure". The 11 shoreline variance has the highest numbered review procedure, so both shoreline permits must be 12 processed as Type III applications. As Type III applications, RMC 4-8-080(G) grants the Examiner with the authority to hold a hearing and issue a final decision on them, subject to closed record appeal 13 to the City Council. 14 2. Shoreline Desi agn tions. Natural. 15 3. Review Criteria. RMC 4-3-090(E)(1) requires shoreline conditional use permits for 16 structures for floodway management, including drainage facilities. Conditional use criteria are 17 governed by RMC 4-9-030(D). The criteria for shoreline substantial development permits are set by RMC 4-9-190(B)(7), which requires compliance with all SMP use regulations and substantial 18 compliance with SMP policies. All applicable criteria are quoted below in italics and applied 19 through corresponding conclusions of law. The staff report analysis of compliance with RMC 4- 20 3.090(D) is adopted and incorporated by this reference as if set forth in full. 21 SMP Policies 22 SMP Objective U-F: Provide and maintain surface water management systems to minimize impacts on natural systems and to protect the public, property, surface water bodies, fish habitat, and A 23 groundwater from changes in the quantity and quality of storm water runoff due to land use changes. 24 4. As determined in FOF No. 5, as mitigated the proposal will not adversely affect stream or 25 wetlands and those are the only natural systems potentially affected by the proposal. No impacts to public property are anticipated since the proposal will be primarily located underground. 26 SHORELINE SUBSTANTIAL DEVELOPMENT AND CONDITIONAL USE PERMITS 4 r 1 SMP Policy SH-6: Shoreline use and development should be carried out in a manner that prevents 2 or mitigates adverse impacts so that the resulting ecological condition does not become worse than 3 the current condition. This means ensuring no net loss of ecological functions and processes in all development and use. Permitted uses should be designed and conducted to minimize, in so far as 4 practical, any resultant damage to the ecology and environment (RCW 90.58.020). Shoreline 5 ecological functions that should be protected include, but are not limited to,fish and wildlife habitat, food chain support, and water temperature maintenance. Shoreline processes that shall be protected 6 include, but are not limited to, water flow; littoral drift; erosion and accretion; infiltration; ground 7 water recharge and discharge; sediment delivery, transport, and storage; large woody debris recruitment; organic matter input; nutrient and pathogen removal; and stream channel 8 formation/maintenance. �. 9 5. As determined in FOF No. 5, the only ecological systems potentially affected by the proposal 10 are wetlands and streams and no adverse impacts are anticipated as to those resources. As further 11 determined in FOF No. 5, the proposal will not result in any net loss of ecological function. 12 RMC 4-3-090(E)(11)(a)(i): Local utility services needed to serve water-dependent and other permitted uses in the shoreline are subject to standards for ecological protection and visual 13 compatibility. 14 6. As determined in FOF No. 5, the proposal will not create any adverse ecological or visual 15 impacts. 16 RMC 4-3-090(E)(11)(a)(ii): Major utility systems shall be located outside of shoreline jurisdiction, 17 to the extent feasible, except for elements that are water-dependent and crossings of water bodies 18 and other elements of shorelands by linear facilities. 19 7. The proposal cannot be placed outside the shoreline jurisdiction since it involves the relocation of an existing water dependent storm water system that discharges into a stream. The 20 system also qualifies as linear so its temporary impacts to a wetland buffer are authorized by the 21 criterion above. 22 RMC 4-3-090(E)(11)(a)(vi): Utilities shall be located in existing rights-of-way and corridors, 23 whenever reasonably feasible. ,,, 24 18. Most of the project would occur within the rights-of-way of SW 7th St and Naches Ave with a 25 short segment (approximately 50 linear feet) within an undeveloped City owned parcel (Parcel #9188000154) on the west side of Naches Ave SW. 26 w. SHORELINE SUBSTANTIAL DEVELOPMENT AND CONDITIONAL USE PERMITS 5 f 1 RMC 4-3-090(E)(11)(b)(i): Installation and operation of pipelines shall protect the natural 2 conditions of adjacent water courses and shorelines. 3 9. As determined in FOF No. 5, the proposal will not adversely affect any natural resources, 4 including adjacent water courses and shorelines. 5 RMC 4-3-090(E)(11)(b)(ii): Water quality is not to be degraded to the detriment of aquatic life 6 nor shall water quality standards be violated. 7 10. As determined in FOF No. 5, the proposal will not create any significant adverse water 8 quality impacts and will in fact be improved by the proposal. 9 RMC 4-3-090(E)(11)(c)(iii): All pipeline utilities shall be underground. When underground 10 projects are completed on the bank of a water body or in the shoreland or a shoreline, the disturbed area shall be restored to the original configuration. Underground utility installations shall be 11 permitted only when the finished installation shall not impair the appearance of such areas. 12 11. The proposed storm drain would be installed underground adjacent to the existing storm 13 system. No work would occur within the wetland/shoreline area. 14 SHORELINE CONDITIONAL USE CRITERIA 15 16 4-3-190(I)t: The use must be compatible with other permitted uses within that area. 17 12. As determined in FOF No. 5, the proposal is compatible with other permitted uses in the 18 area. 19 4-3-190(I): The use will not interfere with the public use of public shorelines. 20 13. The utility lines will be underground and so will not interfere with public use of the 21 shorelines. 22 4-3-190(I): Design of the site will be compatible with the surroundings and the Shoreline Master 23 Program. .h 24 25 26 1 The conditional use criteria were taken from the staff report, as the on-line version of the Renton Municipal Code does not appear to currently include the criteria. to SHORELINE SUBSTANTIAL DEVELOPMENT AND CONDITIONAL USE PERMITS 6 1 14. As determined in FOF No. 5, the proposal is compatible with the surroundings. The project 2 will involve a temporary clearing of a wetland buffer, but required mitigation involves re-vegetation. The proposal is compatible with the Shoreline Master Program since it complies with all applicable 3 regulations and policies as addressed in this decision. 4 4-3-190(I): The use shall be in harmony with the general purpose and intent of the Shoreline 5 Master Program. 6 15. The general purpose of the City's Shoreline Master Program is to manage the shoreline for 7 long term benefit preserving ecology and natural character and increasing recreational opportunities and public access. While the proposal would have no impact on the recreational opportunities and 8 public access the proposal would improve water quality in the Black River drainage basin, improve 9 conveyance at the South Renton basin, and reduce flooding at the Hardie Ave underpass. The project would also maintain the natural drainage course. As a result the proposed project would be in 10 harmony with the general purpose and intent of the Shoreline Master Program. 11 4-3-190(I): The use meets the conditional use criteria in WAC 173-27-160: 12 1. Uses which are classified or set forth in the applicable master program as conditional uses may be authorized provided that the applicant demonstrates all of the following: 13 (a) That the proposed use is consistent with the policies of RCW 90.58.020 and the master 14 Program; (b) That the proposed use will not interfere with the normal public use of public shorelines; 15 (c) That the proposed use of the site and design of the project is compatible with other 16 authorized uses within the area and with uses planned for the area under the comprehensive plan and shoreline master program; 17 (d) That the proposed use will cause no significant adverse effects to the shoreline 18 environment in which it is to be located; and (e) That the public interest suffers no substantial detrimental effect. 19 2. In the granting of all conditional use permits, consideration shall be given to the cumulative impact of additional requests for like actions in the area. For example, if 20 conditional use permits were granted for other developments in the area where similar 1W 21 circumstances exist, the total of the conditional uses shall also remain consistent with the policies of RCW 90.58.020 and shall not produce,substantial adverse effects to the shoreline 22 environment. 23 16. As previously concluded, the proposal is consistent with the policies of the Shoreline 24 Management Act, will not interfere with normal public use of the shorelines and is compatible with other authorized shoreline uses. As determined in IFOF No. 5, the proposal will not create any 25 significant adverse impacts while overall improving water quality so the public interest will suffer no 26 substantial detrimental effect. The impacts of the proposal are sufficiently minimal and the overall impacts are positive such that there are no associated adverse cumulative impacts. SHORELINE SUBSTANTIAL DEVELOPMENT AND CONDITIONAL USE PERMITS 7 Ab 1 2 DECISION 3 The shoreline substantial development permit and shoreline conditional use permit applications meet all applicable shoreline policies and regulations as outlined in this decision. The permit 4 applications are approved subject to the following conditions: 5 1. The applicant shall comply with the 6 mitigation measures issued as part of the 6 Determination of Non-Significance Mitigated, dated August 19, 2013 (Exhibit 12). 2. The applicant shall consider alternative vegetation for required re-vegetation as requested by 7 the Muckleshoot Tribe. 8 DATED this 1St day October, 2013. 9 ot 10 11 City of Renton Hearing Examiner 12 13 14 Appeal Right and Valuation Notices 15 RMC 4-8-110(E)(9) provides that the final decision of the Hearing Examiner is subject to appeal to the Renton City Council. RMC 4-8-110(E)(9)requires appeals of the Hearing Examiner's decision 16 to be filed within fourteen (14) calendar days from the date of the Hearing Examiner's decision. A 17 request for reconsideration to the hearing e examiner may also be filed within this 14 day appeal period as identified in RMC 4-8-110(E)(8) and RMC 4-8-100(G)(4). A new fourteen (14) day 18 appeal period shall commence upon the issuance of the reconsideration. Additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall — 7th 19 floor, (425) 430-6510. 20 Affected property owners may request a change in valuation for property tax purposes 21 notwithstanding any program of revaluation. 22 23 24 25 26 SHORELINE SUBSTANTIAL DEVELOPMENT AND CONDITIONAL USE PERMITS 8 a Industrial Waste Program Page 1 of 5 Kin Construction Dewatering Request Form Submit to the King County Industrial Waste Program 130 Nickerson Street, Suite 200, Seattle, WA 98109-1658 Phone: 206-263-3000 Fax: 206-263-3001 • Submit one application for each construction site. • Answer all questions and include ALL required exhibits. Incomplete applications will be returned to you. • If you do not have an answer for the requested information, indicate so and explain why. Ow • Indicate"NA"if a section does not apply to your site. • Use additional pages,if needed. • Discharge approval will be issued to the owner of the site. As such, this form must be signed by the site owner, or their authorized representative, as defined by King County Code(KCC)28.82.050. A King County Delegation of Signature Authority form can be completed to delegate signature authority and can be found at: wvwvw.hin�,ycotintti izov/erivironment wl•astew,iter�llndustrialWaste'- ;media euvironinent',x-actewater;industrialWasterrograrn-does/Form'()therFor7ns%sigarrth aslix Applicant/Project Name Project Location (address, city and zip code) •" NUTE:1„bite owner tnfOrl"60 t nst be prc�vic ed The sate owner will be issued the discharge approval. Ca>atractor.or'. �.:. -... , . �consultaut wffl"big sent:a ca ..�__ Site/Project Owner Contractor/Consultant Contact Name Title Company Mailing Address Ci /State/Zip Code Office Phone No. Cell Phone No. Fax No. &i E-mail Address Primary person to be contacted about err this application Provide detailed project description Start Date of End Date of Dewatering Dewaterin r. Size of Area Environmental Permits Issued for Applicant Site (example: NPDES permit) rev.0312011 +rr LIMIndustrial Waste Program Page 2 of 5 King County Construction Dewatering Request Form List construction processes and activities generating wastewater • Process/Activity Generating Wastewater: Enter a brief description and assign a process number for each process and activity (e.g., well dewatering, wheel wash, equipment cleaning, concrete curing,jet grouting, contaminated y stormwater runofj7 • Substances and/or Pollutants: List all substances contained in these wastewaters (e.g., sediment/solids, caustic and/or acidic, oil and grease, other contaminants if groundwater or soil is contaminated). • Type of Pretreatment: Identify the type of wastewater pretreatment provided for each wastestream (e.g.,filtration, chemical precipitation, settling,pH neutralization, electrocoagulation, chitosan). King County policy requires that, at a minimum, an appropriately sized settling tank(weir-tank preferred) must be installed to provide gravity separation. • Frequency of Discharge: Indicate the frequency of discharge. Enter "continuous"if you discharge wastewater continuously to the sewer as the wastewater is generated, or "batch"ifyou store wastewater and discharge it to the sewer in batches. • Daily OuantiU Dischar end: Calculate the projected daily average and maximum discharge volume. In the space provided directly below the table,provide thorough documentation of the information, methods, and assumptions used to calculate the discharge volume values provided in this table. Substances Frequency of Daily Quantity Process Process or Activity that and/or Type of Discharge Discharge in Gallons Number Generates Wastewater Pollutants in Pretreatment (continuous or Average Maximum Wastewater batch) Documentation of Water Balance Calculations For each process listed in the table above,provide thorough documentation of the information, methods, and assumptions used to calculate your site's water quantity balance. For the purpose of calculating the maximum daily stormwater runoff volume, use a rainstorm event of two inches per 24 hours. If you are requesting to discharge greater than 25,000 gallons per day during November through April, you must submit a detailed explanation for why discharge to surface water is not feasible. rev.03 12011 "' Ow L19 Industrial Waste Program Page 3 of 5 King County Construction Dewatering Request Form Is there known groundwater or soil contamination on site? If yes,provide a summary of the contamination and site history clarifying source of contamination. (If known groundwater or soil contamination is present on site, additional exhibits must be submitted. (See Exhibit D dK below in the EXHIBITS section of this application form) �r Describe the site's temporary erosion and sediment control (TESL) best management practices (BMPs) WW that will be implemented at the site. You must contact the local sewer agency (city or sewer district) to receive instructions on discharge conditions such as maximum discharge rate, discharge point, and discharge volume reporting procedures for assessment of sewer fees. Maps of King County's wastewater treatment service area and local sewer agency contact information can be found at: www.M*nLcountv.t!ov/environment/-*vtd/About/SewerALencies.a ipx Provide the name and phone number of the local city or sewer district personnel you contacted. Provide the maximum discharge rate (gallons per minute f gpm]) specified by the local city or sewer district contact. Provide sewer account number or billing method that will be used by the local city or sewer district to assess sewer fees. Discharge to the sanitary sewer will require a temporary sewer connection that must be approved by the local city or sewer district. The approved temporary sewer connection (point of,discharge) must be clearly indicated in your facility site plan. (See Exhibit Ain the EXHIBITS section of this application form) av ift M rev.0311011 ift L'a Industrial Waste Program Page 4 of 5 ' King County Construction Dewatering Request Form w EXHIBITS Required exhibits for all sites: A. Site Plan—Provide a site plan indicating location of activities and processes generating wastewater, settling ponds/tanks, or other wastewater treatment system components, wastewater conveyance lines, point(s) of discharge (as approved by the local city or sewer utility), groundwater and/or sediment sampling locations, streets, and public sewer and storm drainage utilities. B. Wastewater Treatment System—Description of proposed wastewater treatment facilities including: 1. Diagrams/specification sheets and basic design data for wastewater treatment system components i (for example, pumps,tanks, mixers). 2. Schematic flow diagram of the treatment process, illustrating the system piping,tanks, and control features. 3. Maximum flow rate for wastewater treatment system. Please note that King County may require that you provide engineering justification and/or other evidence demonstrating that the discharge from the site will meet applicable permit effluent limitations. Required exhibit for sites requesting discharge approval for longer than six months: C. Dewaterinfz Schedule—Provide a wastewater discharge schedule indicating when each process can be expected to generate wastewater for the duration of the project. For each process and discharge period, indicate the projected maximum daily discharge volume. Example: The chart below is meant as an example only. The applicant can provide the information in a different format,provided that the requested information is present. If you prefer to use this chart, it can be found at: r »ww kinacounty Lov/sitecoreishell/Controls/Rich%,2OTcxt`2OEditor/—I media/envir€s unienthv astewater/industrialWasteProLrarnldoes./SpeeDiseli !Construct/CDW exhihit.ashx Project Name: E X A M P L E D N L Y Start Date Project Timeline I End Date week week week week week week week I week week week week week week week I week Process Generating Wastewater 1 2 3 4 6 6 7 1 8 9 10 11 12 13 14 16 Process 1 -drill slurry decant max 1,000 gpd Process 2-wheel wash max 600 gpd Process 3-Excavation dewatering Process 4-Contaminated Stormwater max 46,000 gpd Required exhibit for sites where known groundwater or sediment contamination is present: D. Description of contamination source(s) and chemical characteristics: Submit a summary(preferably table form) of all available groundwater and/or sediment quality data. Indicate groundwater and/or sediment sample locations on the site plan. (See Exhibit A.) l rev.0312011 di industrial Waste Program Page 5 of 5 King County Construction Dewatering Request Form err I certify underpenalty 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 persons 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. �r Name (print), Title 00 Signature Date This form must be signed by an authorized representative of the site owner. The term"authorized representative"is defined in King County Code 28.82.050. A King County Delegation of Signature Authority form(link below)can be completed to delegate signature authority. wwwA ins*coca.ntti aov/enviromnenL/Wastelv terindusti-WWaSte'--/znedia'enviromnent'w°t te«-aier/l ndustrial hefforms/si nuth asfix r Yi tilt I� irr rev.0312011 �u City of SURVEY CONTROL AND MONUMENTS also see City of Renton Special Provisions Section 1-11 Renton Surveying Standards TABLE OF CONTENTS SECTION I SURVEY CONTROL NETWORK DESCRIPTION.................................. i SURVEYING STANDARDS ........1-11-1 MONUMENT CASE&COVER STANDARD PLAN.......................H031 SECTION II MAPS,DESCRIPTIONS &VALUES �. Section Index Map ...............................................................................Index Section Township Range Page 13 T23N R4E WM..................................................................F2 14 T23N R4E WM...........................................................:.......F l 24 T23N R4E WM..................................................................G2 err25 T23N R4E WM..................................................................H2 36 T23N R4E WM...................................................................I2 5 T22N R5E WM...................................................................J4 6 T22N R5E WM...................................................................J5 3 T24N R5E WM..................................................................D6 4 T23N R5E WM...................................................................DS 5 T23N R5E WM...................................................................D4 7 T23N R5E WM..................................................................E3 8 T23N R5E WM..................................................................E4 9 T23N R5E WM 10 T23N R5E WM..................................................................E6 11 T23N R5E WM..................................................................E7 14 T23N R5E WM..................................................................F7 15 T23N R5E WM..................................................................F6 ,.� 16 T23N R5E WM...................................................................F5 17 T23N R5E WM..................................................................F4 18 T23N R5E WM..................................................................F3 +w. 19 T23N R5E WM..................................................................G3 20 T23N R5E WM....:.............................................................G4 21 T23N R5E WM..................................................................GS rw22 T23N R5E WM..................................................................G6 29 T23N R5E WM..................................................................H4 30 T23N R5E WM...................................................................H3 31 T23N R5E WM ..................I3 .................................................. 32 T23N R5E WM...................................................................I4 29 T24N R5E WM..................................................................B4 31 T24N R5E WM..................................................................C3 32 T24N R5E WM..................................................................C4 TS_SERVER//SYS2VMA"S183m\controllscn.doc Table of Contents 2 May 2000 err CITY OF RENTON SURVEY CONTROL NETWORK The City of Renton Survey Control Network is the result of a three year project by the Technical Services Section of the Planning & Technical Services Division of the w Planning/Building/Public Works Department and several private surveying firms working for the city. The purpose of this network is to provide an accessible common datum for all public and private projects within the city. Thus facilitating city wide infrastructure management and analysis and assuring compatibility between the various utility systems and system projects. This project started in 1992 with the formation of a Horizontal and Vertical Control Network Committee to prepare a plan for the development and maintenance of a Survey Control Network for the City. The committee members were: +�++ Robert Anderson PLS; Bush,Roed&Hitchings,Inc., Carrie Davis; Technical Services Section(Recorder), Abdoul Gafour; Utility Systems Division, Arneta Henninger; Plan Review Section,Development Services Division, Jae Lee; Transportation Systems Division, Robert Mac Onie; Technical Services Section(Chairman), Jon Warren PLS; Dodds Engineers, Inc., Dennis Wegenast; National Geodetic Survey. The committee developed the standards, specifications and phasing for all ensuing work. All survey work meets the requirements specified by the Federal Geodetic Control Committee in Standards and Specifications for Geodetic Control Networks dated September 1984. The project was split into three phases: 1) monument recovery, 2) horizontal „ control and 3)vertical control. The monument recovery project was performed by Dodds Engineers, Inc., under the direction of Jon Warren PLS in 1992 and early 1993. This project identified existing Public Land Survey System corner monuments and other monuments (NGS, C&GS, King County, City of Bellevue, major intersections and those located near current and proposed capital improvement projects) important to the development of a survey control network. In most cases, street centerline monuments were selected for both horizontal and vertical control due to stability and maintenance considerations. The second and third phases ran concurrently during 1993 & 1994. The horizontal control phase was executed by Bush, Roed & Hitchings, under the direction of Robert Anderson PLS, using Global Positioning Systems (GPS) technology per the Federal Geodetic Control Subcommittee Standards for GPS control surveys as defined in Geometric Geodetic Accuracy Standards & Specifications for Using GPS Relative Positioning Techniques dated August 1, 1989. This phase established NAD 1983/1991, Washington State Plane, 2nd Order, 1st Class, northing and easting values for 122 monuments in and a TS_SERVER//SYS2Vv A-PS\$3m\control\scn.doe 1 2 May 2000 go around the City. Four NAD 1983/1991 National Geodetic Survey (NGS) high precision geodetic network (HPGN) monuments (BROWN, PT B 1962, HAFF and MUD MTN) controlled the GPS survey. All coordinates show are "Washington Coordinate System of 1983/1991,North Zone." The vertical control phase was performed by Triad Associates, under the direction of Brad Freeman PLS, using a Wild NA2000 automatic auto reading level and Star*Lev adjustment software. This phase established NAVD 1988, 3rd Order, lst Class, elevations on 190 monuments in and around the City with 70 of these being horizontal control monuments as well. The leveling project was divided into seven primary interdependent loops connected at a minimum of two points with common benchmarks. Additional legs were run across the primary loops tying into two benchmarks at both ends. A total of 15 NGS benchmarks were part of the network, four of which were held in the final adjustment (NGS Archive Numbers SY0232, SY0162, SY0163 and SY0617) and provided substantial agreement(less than or equal to 5mm)with 5 others. The City, in 1995, will have reference points set for all Survey Control Network street centerline monuments not currently referenced. Over the next several years monuments in need of upgrade will be reset as part of an ongoing maintenance program or where capital improvement projects would likely disturb them. As an adjunct to the Survey Control Network the city has developed the enclosed ++� Surveying Standards. Al Hebrank of Hebrank & Associates developed the first draft of these standards which were modified to require the use of the Survey Control Network for all public and private development projects within the city and define the responsibilities of the surveyor in the establishment of new monuments and their associated records. The standards have been reviewed by at least ten licensed surveyors for completeness and suitability. The City of Renton and its urban growth area lie between latitudes 47° 25' North to the south and 47° 32' 30" North to the north. In most cases the combined scale factor (elevation and grid scale) throughout this area can be treated as equal to 1.0000000. Table 1. shows the grid scale factors for each minute of latitude in the Renton area identified above. Please note that the relative accuracy for the grid scale factors is approximately 1 in • 60,000 at 470 25' N to the south and 1 in 111,000 at 470 33' N to the north and thus for most survey work will have no impact on surveys covering less than 1.5 miles. w,r aw TS_SERVER/1SYS2\MAPS\83m\control\scn.doc it 2 May 2000 ■r TABLE 1. LAMBERT CONFORMAL CONIC PROJECTION TABLE Washington Coordinate System of 1983/1991,North Zone for Renton Tabular. Grid Latitude Radius Difference Scale for 1" of Lat. Factor 470 25' 5807452.516 30.88355 1.00001659 470 26' 5805599.504 30.88353 1.00001310 470 27' 5803746.492 30.88352 1.00000970 470 28' 5801893.480 30.88351 1.00000638 ' 470 29' 5800040.470 30.88350 1.00000315 470 30' 5798187.460 30.88349 1.00000000 470 31' 5796334.450 30.88349 0.99999693 470 32' 5794481.441 30.88349 0.99999395 470 33' 5792628.431 30.88349 0.99999105 The range of elevation in Renton is between 0 and 200 meters (0 and 656 feet). Table 2 shows the scale factor due to elevation. TABLE 2. SEA LEVEL REDUCTION TABLE Renton Elevation Sea Level Feet Factor Sea Level 1.0000000 500 0.9999761 1000 0.9999522 The worst case relative accuracy for an elevation of 650 feet with an interpolated scale factor of 0.99996893 is approximately 1 in 32,000. When combined with the worst case ' grid scale factor of 0.99999195 it yields a combined factor of 0.99995998 for a relative accuracy of approximately 1 in 25,000. It should be noted that Washington state uses the US survey foot and the conversion between feet and meters is 3 93 7/1200 or 3.28083333 feet per meter. An analysis of the differences between NGVD 1929 and NAVD 1988 elevations in and around Renton yields a conversion factor of+1.092 meters going from NGVD 1929 to ` NAVD 1988. The information in this document has been extensively reviewed but there is always the err possibility that some particulars of the monument locations, descriptions or values are either misleading or incorrect. If any such errors are found please contact the City of Renton's Mapping Supervisor at 277-5569. This document will be updated on an ongoing basis as monuments are upgraded, added or as corrections are made. TS SERVER//SYS2\MAPS\83m\controNcn.doc iii 2 May 2000 l NOTES RISER RING DIMENSIONS APPROXIM/{TE 1. Dimensions may vary according to manufacturer. A t tn• 2• 3• WEIGHTS E SIZE) 2. Base to be placed on a well compacted foundation. CASE LEIS 19 3. Monument case to be Installed by contractor. COVER t9 LEIS 4, See WSDOT Standard Plan A-10.20 for Monument(brass disc)type to place In TOTAL 79 LBS 2"O.D.galvanized pipe. 4 5 8" R. 13/8" DIAM. `io CONCRETE BASE D••p ' ° ° � � '•° I ,°' li'7 AM. N 1 8" R 3 1/4' R. 3 7/8" R. 3 3/4' R. ° SECTION A — — — COVER 5 1/4. R. D �c I 4 3 4" R. 1 2" • D I D PLAN VIEW I t 6 ACP Class B. or as approved by the Engineer. I < 1'-6" R. 4.. R n a awl1" 3 4" 5 314'R. n SECTION CASE v _J_ 0 CONCRETE BASE ��,� 11'1, "•: I 10 1/2- DIAM. SAND .� 9 1/2" DIAM. ISOMETRIC UNDISTURBED SOIL �. GROUT �_ n, �3�/1-6-{I 2'O.D.GALVANIZED STEEL PIPE-N07E 44 ,', •,�I A SECTION OA A k— I I I 1/8" INSTALLATION n I E," DIAM. C`— W14 �:]9' DIAM. SECTION SECTION OF LETTER RISER RING * DEPARTMENT PUBLIC WORKS i�t NUMENT' CASE STD• PLAN — •113 AND 1COVER MAY 2009 T { 1 1� v"I • The Brass Disc shall be TYPE 2 will be furnished by the Contractor. " 2. The text in the shaded area(see TOP VIEW)shall be 3/16"high and will be D O OQ�' stamped by the Contractor prior to setting the cap. Only the assigned identification D O n n n n—L letters and numbers approved by the City are to be placed on the Brass Disc. " I. T••••• 3. The hole shall be 32"minimum in depth or 6"below the deepest recorded frost line. � ..... 3116' ('��•.!! i/a•OIAM. M PUNCH MARK i ORPUNCH "X �Ir All loose material shall be removed from the bottom of the hole so that the concrete j AcETPLA EDAT I I is placed on firm undisturbed earth. 4. The top of the concrete shall be troweled smooth and the Brass Disc set in the i V / center with top flush and level. The top of the monument may be recessed or LAW protruding,depending on conditions. 5. The Brass Disc shall be rotated so It can be read while the observer is facing north. 6. When the concrete is.set,cover the entire monument with moist earth and Leave for three days. I. 7. To replace a Public Land Survey System(PLSS)comer,consult a licensed 1 TOP VIEW Professional Land Surveyor(PLS). BRASS DISC TYPE 2 l !, 3' X 1/32' r 64• . I I , 6"R Va' / I 3116' 3132' 1!fi' / SECTION OF GROOVE 1la" 1/a' v� FOR 1/�•LETTERS 1fa' 1 1/9' 1B' 3116•--1 r•- P A 1(32• f--1/32'. 3l4 7 ' 1/a" SECTION OF GROOVE FOR 3116"LETTERS 7 I ri }: BOTTOM VIEW / SECTION VIEW O 1, % I' 1, r• _ I -g, f SS ; ij Y• �} rlI y 11 y a City of Renton SURVEY MONUMENT DISC STD. PLAN =113111 Public Works Department TYPE 2 per WSDOT STD PLAM1I A 10 20 00 013 August 2 +1rr 18 7'24N R5E f-v 4R5E -2 5E 14 T24N R5E 3 T24N R5E A l{ i jy A3 = = { F { 6 = A7 A8 23 T24N :,•_ I= ,E 19 T24N R6E ;:__:- 5E 5E 23 T24N R5E 24 T 24N R5E : , _ IMii 2 B �r �:_x A B6B5. B7 B8 26 is - R4E 30 T24N =-' 4 28 T24N R5E - 7 T24N R5E • 26 T24N R5E 25 T24N R5E 19111 -�f--x„i}: +'��`°''�i'• _�-- s�`v= Ram a 4t' -, 7 C6 C C8 35 T24N R4 _ }SZ, -. 32 T24 R5 E R5E 35 T24N R5E 36 724N R5E v F� �r�� d F �v- ■ D D8 2 T23 ME 1 T23N NE - "t " 23N 5E 4 T2 E 3 R 2 T23N R5E 1 T23N R5E bi rYt 4 1 2 s E5 7 E8 T 3 4E 12 T23N E 0 T23N 5E j 8 d25 9 T23N SPE wj,h st. 10 T N 1 R5E 12 T23N R5E �� YY k� d �YA „ 1K t 5 6 7 F8 � 14 T23N R E 186YTM R T23N R5E 16 T2 E 11 T23N R5E 14 T23N R5E 13 123N R5E 5 sl b R„9YR99 a AI lb SL 3 G R�b, 2 N v 3 R4E 1 23N 6E 20 T23 E 21 T23 22 T23N R5E 23 T23N R5E 24 T23N R5E 54akr IX t 961A A i 1 � M A r H s 5 6 H 7 H 8 T2 N ME 23 R4E 30 3 5E 2 3N 5E a 8rla8NFR 5E 26 T23N R5E 25 T23N R5 :_ s 'h ST 911 ''- go -_ � 18 - 17 �- 12 I 1_ 35 T23 E = 36 T23N NE 31 T2 R5E 32 T23N t5E 33 T23N 34 T23N 5E 35 T23N ROE-.- - 38 T23N R5E 1 J 5 T22N WE 1 T22N R4E 6 T22 R5E 5E 4c R5E 3 T2 R5E 2 T22N R5E _ f. i111 CITY OF RENTON SURVEY CONTROL NETWORKS AA nWl l"r-MTS R Rpmrw A A ws INDEX 18 n3N Rn NW 1/4 f.._• y 4.1258 7+ 258 f 258.8 ! /y �4I� i 4,-- 10 7 1� 1� a "T�.._ r / 265.4- -2 482 ! +} \! Q ~1 ------2655'' 258 j2 1, ' Yv 88 - --3 J '28+4 58 _ 1 8 _ 589 72 � � -�-J 8 � -_ 110 I �4 6L6 8 26 } 49 9 i 1 _324 ;; -C.J3 + t +1006 052+95 0 580 l :7i / T + ! 878 x ---- — F+ r- 29 3 294 + \ u, y + } 59 3 c } �� -' + 9.,5� 2929 t 2935 y 36 2930 -. -- - - - } + 950_.= �- " + 949 86 754 + 773+ 0- +761 + +57 i 38- +1278 +rr i i CIO G3 - 19 n3N Rn NW v4 LEGEND ` CITY OF RENTON 1111 SURVEY CONTROL NETWORK ® Horizontd & Vertical MONUMENTS & BENCHMARKS, 2&z Horizontal Only TECHNICAL SERVICES 3333 + ► ® PLANNING/BUILDING/PUBLIC WORKS (D VeMcd Only 02/14/00 ¢°ONJO Monument ® 450 900 --- Renton City limits F3 a:54W 14" `�23N R5 S 1/4 SECTION 18 T23N R5E W.M. r 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 60 N 1/4 Corner 19 T23N R5E rrr . Location: Found 1/8"pin in concrete monument case at intersection of Hardie Ave SW and SW 7th St. �r Monument: 1/8 IN BRASS PIN IN CONC. 0.4'BELOW RIM OF MON. CASE .. NORTHING: 53611.676 EASTING: 395635.050 ELEVATION: nr 63 Location: Set brass disc stamped 804/BRH123 per 2 each 2 foot reference points in the right west bound lane of S Grady Way west of the intersection with Williams Ave S air Monument: BRASS DISC IN MONUMENT CASE NORTHING: 53638.598 EASTING: 396486.958 ELEVATION: 205 Location: Found a concrete monument in a monument case at the intersection of Burnett Avenue S. and S. 2nd Street. Monument: CONC MON, IN CASE r. NORTHING: 54429.257 EASTING: 396408.155 ELEVATION: rrr �r F3-9 rw w SECTION 18 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 673 Location: Top of 1/4"brass pin set in concrete monument at centerline of Morris Avenue & 12' north of centerline of S. Second Street. rrr Monument: BRASS PIN IN CONC MON MORRIS AVE NORTH OF S 2ND STREET NORTHING: EASTING: ELEVATION: 9.943 754 Location: Found a 1/2" brass plug with a punch mark grouted in on easterly side of a 4"x4"concrete post monument down 0.6' in a monument case at the constructed intersection of SW 7th Street&Seneca Avenue SE. Monument: 1/2 IN BRASS PLUG W/PUNCH ON CONC MON, IN CASE, DN. 0.6' NORTHING: 53620.647 EASTING: 395016.102 ELEVATION: 6.801 rw 884 Location: Found a concrete monument, in a monument case at the intersection of Rainier Avenue S and S 2rd Street. Monument: CONC MON, IN CASE NORTHING: 54453.626 EASTING: 395704.557 ELEVATION: 1056 Location: Found 1/8"pin in a monument case at the intersection SW langston Rd. and Earlington Ave SW Monument: 1/8 IN BRASS PINON 4 IN X 4 IN POST 0.5' BELOW RIM OF 10 IN MON r�r CASE NORTHING: 54421.101 EASTING: 395088.623 ELEVATION: F3-2 rr rr L SURVEY MONUMENT REMOVAL OR DESTRUCTION WAC 332-120 Information and Details L also see City of Renton Special Provisions Section 1-11 Renton Surveying Standards rrr CHAPTER 332-120 WAC SURVEY MONUMENTS--REMOVAL OR DESTRUCTION WAC 332-120-010 AUTHORITY The Department of Natural Resources,in accordance with RCW 58.24.030 and RCW 58.24.040(1)and(8),prescribes the following regulations concerning the removal or destruction of survey monuments and the perpetuation.of survey points. WAC 332-120-020 DEFINITIONS The following definitions shall apply to this chapter: (1)Department: The Department of Natural Resources. (2)Engineer: Any person authorized to practice the profession of engineering under the provisions of Chapter 18.43 RCW who also has authority to do land boundary surveying pursuant to RCW 36.75.110, RCW 36.86.050,RCW 47.36.010 or RCW 58.09.090. (3)Geodetic control point: Points established to mark horizontal or vertical control positions that are part of the National Geodetic Survey Network. (4)Land boundary survey corner: A point on the boundary of any easement,right of way,lot,tract,or parcel of real property;a controlling point for a plat;or a point which is a General Land Office or Bureau of Land Management survey corner. (5)Land corner record: The record of corner information form as prescribed by the department of natural ft resources pursuant to Chapter 58.09 RCW. (6)Land surveyor: Any person authorized to practice the profession of land surveying under the provisions of Chapter 18.43 RCW. (7)Local control point: Points established to mark horizontal or vertical control positions that are part of a . permanent government control network other than the National Geodetic Survey network. (8)Parcel: A part or portion of real property including but not limited to GLO segregations,easements, rights of way,aliquot parts of sections or tracts. (9)Removal or destruction: The physical disturbance or covering of a monument such that the survey point is no longer visible or readily accessible. (10) Survey monument: The physical structure,along with any references or accessories thereto,used to mark the location of a land boundary survey corner,geodetic control point,or local control point. (11)Survey Recording Act: The law as established and designated in Chapter 58.09 RCW. WAC 332-120-030 APPLICABILITY (1)No survey monument shall be removed or destroyed before a permit is obtained as required by this chapter. (2)Any person,corporation,association,department,or subdivision of the state,county or municipality responsible for an activity that may cause a survey monument to be removed or destroyed shall be responsible for ensuring that the original survey point is perpetuated. It shall be the responsibility of the goverrnnental *a agency or others performing construction work or other activity(including road or street resurfacing projects) to adequately search the records and the physical area of the proposed construction work or other activity for the purpose of locating and referencing any known or existing survey monuments. (a)A government agency,when removing a local control point that it has established,shall be exempted from the requirements of this chapter. (3) Survey monuments subject to this chapter are those monuments marking local control points,geodetic control points,and land boundary survey corners. (a)In regard to local or geodetic control points the department will defer authorization for the removal or destruction of the survey monument to the agency responsible for the establishment or maintenance of the control point. Such agency may,at their discretion,exempt the applicant from the rermonumentation M requirements of this chapter. Such exemption shall be noted by the agency on the application form. �rrr 1 trr WAC 332-120-040 MONUMENT REMOVAL OR DESTRUCTION (1)All land boundary survey monuments that are removed or destroyed shall be replaced or witness monuments shall be set to perpetuate the survey point. (2)A land boundary survey corner shall be referenced to the Washington Coordinate System of 1983, adjusted in 1991,prior to removal or destruction. See WAC 332-130-060,Geodetic Control,for survey standards. (a)An applicant may request a variance from this referencing requirement by so noting in the applicant rr information section on the permit and providing the justification on the back of the fonn. The department shall note whether the variance is approved or not approved and shall provide the reason for not approving the request. WAC 332-120-050 APPLICATION PROCESS (1)Whenever a survey monument needs to be removed or destroyed the application required by this chapter shall be submitted to the department. (a)It shall be completed,signed and sealed by a land surveyor or engineer as defined in this chapter. (2)Upon receipt of a properly completed application,the department shall promptly issue a permit authorizing the removal or destruction of the monument,PROVIDED THAT: (a)In extraordinary circumstances,to prevent hardship or delay,a verbal authorization may be granted, pending the processing and issuance of a written permit. A properly completed application shall be submitted by the applicant within 15 days of the verbal authorization. (b)Applications received by the department concerning local or geodetic control points will be referred to the appropriate agency for action. The applicant will be notified when such action is taken. (3)One application may be submitted for multiple monuments to be removed or destroyed as part of a Eli single project;however,there shall be separate attachments to the application form detailing the required information for each monument removed or destroyed. WAC 332-120-060 PROJECT COMPLETION-PERPETUATION OF THE ORIGINAL POSITION (1)After completion of the activity that caused the removal or destruction of the monument,a land surveyor or engineer shall,unless specifically authorized otherwise: (a)Reset a suitable monument at the original survey point or,if that is no longer feasible, (b)Establish pennanent witness monuments easily accessible from the original monument to perpetuate the position of the pre-existing monument. (2)Land boundary survey monumentation required by this chapter shall meet the requirements of the RCW .f 58.09.120 and 130. (3)After completion of the remonumentation,the land surveyor or engineer shall complete the report form required by this chapter and forward it to the department. Wd (4)Additionally,after remommmenting any corner originally monumented by the GLO or BLM,a land corner record form shall also be filed with the county auditor as required by the Survey Recording Act. WAC 332-120-070 APPLICATIONTERMIT FORM The following form shall be used when making application to remove or destroy a survey monument: (WAC 332-120-070 Illus. 1 -Front page of the Permit form.) (WAC 332-120-070 Illus. 2-Back page of the Pen-nit fonn.) wi 2 APPLICATION FOR PERMIT PERMIT NO. You are hereby authorized to remove or destroy TO REMOVE OR DESTROY the described survey monument(s): A SURVEY MONUMENT AUTHORIZING SIGNATURE/DATE APPLICANT INFORMATION: (DNR or Other Authorizing Agency) NAME: TELEPHONE NO: DATE: i COMPANY OR AGENCY NAME AND ADDRESS: I estimate that this work will be finished by(date) I request a variance from the requirement to reference to the Washington Coordinate System.(Please provide your Justification In the space below.) The variance request Is approved;not approved.(FOR DNR USE ONLY)Reason for not approving: MULTIPLE MONUMENTS: Check here if this form is being used for more than one monument.You must attach separate sheets showing the Information required below for each monument affected.You must seal,sign and date each sheet. INDEXING INFORMATION FOR AN INDIVIDUAL MONUMENT: 1)THE MONUMENT IS LOCATED IN:SEC TWP RGE 1/4-1/4 2)ADDITIONAL IDENTIFIER:(e.g.,BLM designation for the comer,street Intersection,plat name,block,lot,etc.) MONUMENT INFORMATION: Describe:3)the monumentfaccessories found marking the position, 4)the temporary references set to remonument the position(include coordinates when applicable),and 5)the permanent monument(s)to be placed on completion(if a permanent witness monument(s)is set include the references to the original position). IWI SEAL/SIGNATURE/DATE SIGNED IN (Form prescribed 2/94 by the Public Land Survey Office,Dept.of Natural Resources,pursuant to RCW 58.24.040(8).) W COMPLETION REPORT FOR MONUMENT REMOVAL OR DESTRUCTION (TO BE COMPLETED AND SENT TO THE DNR AFTER THE WORK IS DONE.) _I have perpetuated the position(s)as per the detail shown on the application form. Will SEAUSIGNATURE/DATE SIGNED OR I was unable to fulfill the plan as shown on the application form.Below is the detall of what I did do to perpetuate the original position(s).(If the application covered multiple monuments attach sheets providing the required Information.Seal,sign and date each sheet.) r SEAUSIGNATURE/DATE SIGNED t E t c c Clity of � STANDARD DETAILS E 4 E L L t err r wwi �w / EXISTING ASPHALT 2.0 MIN. NEW CURB /� PAVEMENT (SEE NOTE 2) & GUTTER r SAWCUT (SEE NOTE 2) a a e ARTERIAL STREET MINIMUM 7" HMA (or ACP Closs B) (SEE NOTE 1), OVER 6" CRUSHED ROCK irr RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Closs B) (SEE NOTE 1), OVER 6" CRUSHED ROCK + NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. r 2. SAWCUT SHALL BE POSITIONED 1' — 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. o� o� STD. PLAN - 103 „w + _ + PUBLIC WORKS CURB AND GUTTER PPRO D: DEPARTMENT REPLACEMENT DETAIL dLzh ��'j � ATE rr ttf�I 3 Y PIPE ALLOWANCES m z o3 MAXIMUM PIPE MATERIAL INSIDE FRAME AND VANED GRATE DIAMETER REINFORCEDOR 12" PLAIN CONCRETE ALL METAL PIPE 15" tw 3A 3p, p 2p• CPSSP* (STD.SPEC.9-05.20) 12 S+ SOLID WALL PVC 15" 6 (STD.SPEC.9-05.12(1)) PROFILE WALL PVC 15" I.OR 12" (STD.SPEC.9-05.12(2)) ,k CORRUGATED POLYETHYLENE STORM SEWER PIPE ONE#3 BAR HOOP FOR 6"HEIGHT TWO#3 BAR HOOPS FOR 12"HEIGHT ' RECTANGULAR ADJUSTMENT SECTION 0�e1 (SEEN� s) NOTES 1. As acceptable alternatives to the rebar shown In the PRECAST BASE 46 SECTION,fibers(placed according to the Standard Specifications),or wire mesh having a minimum area of 0.12 square Inches per foot shall be used with the minimum required rebar shown In the ALTERNATIVE g PRECAST BASE SECTION. Wire mesh shall not be placed In the knockouts. 26 #3 BAR EACH CORNER i 2. The knockout diameter shall not be greater than 20". Knockouts shall g have a wall thickness of 2"minimum to 2.5"maximum. Provide a 1.5" N minimum gap between the knockout wall and the outside of the pipe. After the pipe Is Installed,fill the gap with joint mortar In accordance I11l #3 BAR EACH SIDE with Standard Specification.9-04.3. 3. The maximum depth from the finished grade to the lowest pipe Invert shall be 5'. #3 BAR EACH WAY e 4. The frame and grate must be installed with the flange down. PRECAST BASE SECTION 5. The Precast Base Section may have a rounded floor,and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar In accordance with Standard Specification 9-04.3. ttr>r #3 BAR EACH CORNER 18"MIN. 13 BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION STD. PLAN - 200.00 a� PUBLIC WORKS CATCH BASIN TYPE 1 DEPARTMENT MARCH 2008 f tllill r arl PIPE ALLOWANCES 3 x MAXIMUM PIPE MATERIAL INSIDE R DIAMETER i m EINFORCED OR � PLAIN CONCRETE 18" 0 FRAME AND VANED GRATE ALL METAL PIPE 21" CPSSP* 18" (STD.SPEC.9-05.20) SOLID WALL PVC s ?� (STD.SPEC.9-05.12(1)) 21" as � rZA PROFILE WALL PVC 21" s (STD.SPEC.9-05,12(2)) 6 *CORRUGATED POLYETHYLENE STORM SEWER PIPE go I.OR 12" NOTES 1. As acceptable alternatives to the rebar shown In the PRECAST BASE SECTION,flbers(placed according to the Standard Specifications),or 40 ONE#3 BAR HOOP FOR 6"HEIGHT wire mesh having a minimum area of 0.12 square Inches per foot shall TWO#3 BAR HOOPS FOR 12'HEIGHT be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the RECTANGULAR ADJUSTMENT SECTION knockouts. 2. The knockout diameter shall not be greater than 26". Knockouts shall have a wall thickness of 2"minimum to 2.5"maximum. Provide a 1.5' minimum gap between the knockout wall and the outside of the pipe. Ao 3s• After the pipe is installed,fill the gap with joint mortar in accordance a" ��• with Standard Specification 9-04.3. e s 3. The maximum depth from the finished grade to the lowest pipe Invert shall be 5'. 4. The frame and grate must be Installed with the flange down. s• irll 5. The Precast Base Section may have a rounded floor,and the walls may be sloped at a rate of 1:24 or steeper. TWO#3 BAR 6. The opening shall be measured at the top of the precast base section. HOOPS REDUCING SECTION 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set In mortar In accordance with S�Q Standard Speciflcation 9-04.3. MAN• �2 SE 6l a �3FF'V6 s #3 BAR HOOP #3 BAR EACH CORNER 18"MIN. v #3 BAR a EACH CORNER - f #3 BAR EACH SIDE v #3 BAR EACH WAY SEE NOTE 1 PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION I� tizY o PUBLIC WORKS CATCH BASIN TYPE I L STD. PLAN - 200.10 DEPARTMENT MARCH 2008 3 • CATCH BASIN FRAME AND VANED GRATE(DETAIL 204.00) y 3 \ HANDHOLD ° N ? RECTANGULAR ADJUSTMENT SECTION g OR CIRCULAR ADJUSTMENT SECTION ro v GROUT,TYPICAL(SEE NOTE 5) w L) 3 FLAT SLAB TOP � o 48',54',80',7Y.84'OR 98" ° MORTAR(IYP.) o N STEPS OR LADDER " Z ? REINFORCING STEEL(TYPJ MORTAR FILLET N \ in N 12' GRAVEL BACKFILL FOR PIPE ZONE BEDDING SEPARATE BASE INTEGRAL BASE CAST-IN-PLACE PRECAST WITH RISER '0'RING 12' GRAVEL BACKFlLL FOR BE PIPE ZONE BEDDING , CATCH BASIN DIMENSIONS SEPARATE BASE PRECAST CATCH MAXIMUM MINIMUM BASE REINFORCING STEEL BASIN WALL BASE KNOCKOUT DISTANCE in2/H.IN EACH DIRECTION DIAMETER THICKNESS THICKNESS SIZE BETWEEN KNOCKOUTS SEPARATEBASE INTEGRALBASE 48' 4- 6- 36• 8" 0.23 0.15 t 54• 4.5" 8" 42' 8" 0.19 0.19 60' 5' 8' 48" 8" 0.25 0.25 -72" 6" 8' 60' 12' 0.35 0.24 84' 8' 12" 72' 12" 0.39 0.29 96' 8^ 12' 84^ 12" 0.39 0.29 NOTES PIPE ALLOWANCES 1. No steps are required when height is 4'Or less. CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER SOLID PROFILE ALL 2. The bottom of the recast catch basin may be sloped to facilitate cleaning. DIAMETER CONCRETE METAL CPSSP WALL WALL P Y P 9 p Pvcp PvcO 3. The rectangular frame and grate must be installed with the flange down. 48" 24• 30' 24" 27' 30" The frame may be cast into the adjustment section. M. 30' 36' 30" 27' 36• 4. Knockouts shall have a wall thickness of 2"minimum to 2.5"maximum. Provide so" 36" az• 36• 36" 42^ a 1.5"minimum gap between the knockout wail and the outside of the pipe. After 72' 42". 54' 42' 36" 49" the pipe is installed,fill the gap with joint mortar in accordance with Standard 84' 54" 60^ 54" 36• 48' Specification 9-04.3. 96' 60' 1 72' 60' 36" 48" 5• All grade rings,risers,and castings shall be set in mortar in accordance with Q Corrugated Polyethylene Storm Sewer Pipe(Std.Spec.9-0520) Standard Specification 9-04.3. D(std.Spec.9-06.12(1)) QQ (Std.Spec.9-05.12(2)) ti'�Y o STD. PLAN - 201.00 PUBLIC WORKS CATCH BASIN TYPE 2 DEPARTMENT ��NTOti' MARCH 2008 r wr 24" 3' N a W LU 5 (n � m � BOLT-DOWN SLOT-SEE N v DETAIL AND NOTE 1 C 2 12"DIA .H E 20 4 d O�OGG��UQ� l B) TOP ��� SECTION OB NOTES I. Provide two slots in the cover that are vertically aligned with the holes in the frame.Location of bolt-down slots 4 3/4' 1112' varies among different manufacturers. 2. Alternative reinforcing designs are acceptable in 4 lieu of the rib design. 3. Refer to Standard Specification 9-05.15(2)for additional T_ — requirements 4. For Frame details,see City of Renton 39'R-SEE NOTE 2 SECTION Standard Plan 204.00. OA r 31/2' 12" QQ QQQQ Q�QQ�Q�QQ�QV. QQQQQQQQQQQQQQQ 314" 314" QQ QQ Q QQ Q QQ Q �5/8' QQQQQQQQQQQQQQQQQQQQQ 4' 1114' QQ�QQQQ�QQQQ�QQOQQQQQQQ 3/4'DIAM.HOLE QQQQQQQQQ�QQQQ QQQQ QQQ 112' 1/2"DIAM.HANDLE QQQ QQQ QQQQQQQQQQQQQ H SECTION C QQQQ��Q 1� Q ISOMETRIC BOLT-DOWN SLOT DETAIL SEE NOTE 1 tizY o PUBLIC WORKS RECTANGULAR SOLID STD. PLAN - 204.10 DEPARTMENT METAL COVER MARCH 2008 Irr 112'[13mm]LETTERING —`_-� BOLTHOLES-3 PLCS EQUALLY SPACED 120° APART ON 231/16'(586mm)DIA B.C. �uSAIITS ' DRgj/VS x dXmq/ow Qd TO 081Icceo cu a` ti RENTON c� AHEAD OF THE CURVE F0 DRAIN (1)V(25mm) DIA PICKHOLE COVER BOTTOM VIEW 1 114'(32mm]LETTERING PLAN VIEW 5'DIA. (3)BLT SOC.(ALLEN HEAD) 2 1' 518'-11 X 1.5 SS [5'DIA. (25mm] RUBBER WASHER 314' (19mm] 6 3/4' (64m ,. [222mm] [64mmj TYP COVER SECTION VIEW iNYY EON BOLTING DETAIL 26 1/2'DIA [673mm] 25 114'DIA (641mml 1 1/16' (27mml 1/4'(6mm)DIA NEOPRENE GASKET 1l4'8' [6m 1 1/16' m] II�� [27mm] 1 [152mm; 5/8' [t3 3/8'DIA CL OPEN [16mml 94mm1 118' [3mm] 27 5116'DIA 118' [694mm] (R3mm] 341/8"DIA GASKET GROOVE DETAIL (867mm] f� NOTES FRAME SECTION VIEW ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC.No.371701 OR APPROVED EQUAL. STD. PLAN — 204.50 PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT ��NTO� MARCH 2008 iv z CAUTION VALVE BOX SHOULD NOT REST ON J PIPE. LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE. a. 10 11 1 p a: a PRIVATE PLUMBING 9" MIN. rFOR SHALL CONNECT 12" MAX. HERE o M U 4 NOU � 7 " BRASS PLUG CRUSHED ROCK BASE THREADED) TO SUPPORT VAULT, NOT ALLOWED GATION METE RS 2 3 6 7 7 13 1-1/2" AND 2" WATER SERVICE DETAIL VMIPT x QUICK JOINT a MATERIAL LIST FOR 2" SERVICE WITH METER LOCATED IN RIGHT—OF—WAY BEHIND SIDEWALK 1. 2" topped tee on new water meter. 40 2. 4" long X 2" brass nipple with threaded ends (MIPT). A— A 3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension if DRILL 2" HOLE FOR required (see standard detail 330.1). TOUCHREAD DEVICE 4. Two piece cost iron valve box. Standard 8" top section with regular base section, length to fit, "lug" type cover. y 5. 2" brass bushing (MIPT x FIPT) 2 each 2" brass or bronze nipples 6" length, threaded ends 2 each 2"-90' brass or bronze elbows (FIPT x FIPT) 6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 2" soft copper type K or brass nipples, length to fit. TYPICAL RIB 8. 2" threaded brass 90' ell. 9. 2" Customsetter with by—pass Ford VBH 86-128-11-77 (17-3/16") or McDonald brass 2-1/2" MIN. FROM NEAREST 308715WDFF775, with flanged angle ball valve and padlock wings on inlet, and angle check valve AND FRONT EDGE OF PIT LID outlet, ball valve on bypass with padlock wings. Customsetter shall hove vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17"x30" equal to Mid—States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron domond plate cover 18"x31" equal to Mid—States Plastics, Inc. MSCBC-1730—R with 2" drilled hole for louchreod pit lid, and meter read lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. MATERIAL LIST FOR 1-1/2" SERVICE WITH METER LOCATED IN RIGHT—Of—WAY BEHIND SIDEWALK 1. 2" topped tee on new water main 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension if required (see standard detail 330.1). to 4. Two piece cost iron valve box. Standard 8" top section with regular base section, length to fit, "lug" type cover. 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT), 2 each 1-1/2" brass or bronze nipples 6" length (threaded ends), 2 each 1-1/2"— 90' brass or bronze elbows (FIPT x FIPT) 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 1-1/2" soft copper type K or brass nipples, length to fit. B. 1-1/2" pack—joint 90• ell, for Ford L44-77 or equal. 9. 1-1/2" Customsetter with by—pass Ford VBH 66-128 x 13-3/16" or McDonald brass, with Flanged angle ball valve and padlock wings on inlet, and angle check valve outlet, ball valve on bypass with padlock wings. Customsetter shall hove vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17"x30•• equal to Mid—States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron domond plate cover 18"x31" equal to Mid—States Plastics, Inc. MSCBC-1730—R with 2" drilled hole for louchreod pit lid and meter read lid. 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. NOTE: M ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST—IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. ti� o — a PUBLIC WORKS 2 AND 1 %2" WATER SERVICE LOCATED STD. PLAN 320.3 Ir DEPARTMENT IN RIGHT OF WAY BEHIND SIDEWALK FEBRUARY 2010 W SHACKLE RODS TYPE A BLOCKING (TYP) R FOR 11 1/4' & 221/2' VERTICAL BENDS VB S d L z n w ° w0� w J z) uj Z Z m Y O W ON mW wU S2 D U ¢NN Wujw Z= wN Jw O� ww V=1N= li.U= m NZ as UW �m o� waz pOZ 2 TURNBUCKLES — ° o Z o O, U w 00 F ¢ a Lu THREAD 6" a ~ 4" 300 111/4 8 2 3/4 18 221/2 12 21/4 4 co 6" 300 111/4 12 21/4 3/4 24 221/2 27 3 ° e e \< 111 4 16 21/2 B" 300 221/2 43 31/2 3/a 24 \\' 111/4 64 4 t 24 d° d 12" 300 221/2 125 5 t 36 d e \ d J e \ R = INSIDE RADIUS OF SHACKLE ROD BEND °e e ¢ d d ° \ w ° o m d e ° m SHACKLE RODS d �z (TYP) R d° d R ° e e S 2 TURNBUCKLES TYPE A THREAD 6" Oki 0, d d i r- d d d ¢ d q % W d d co d 2. TYPE B BLOCKING q ° d CG ° FOR 45' VERTICAL BENDS ° ° d d VB S d L Ln ° ° dd d ° D Ld¢ o w o o ;K z ? m Y O d d d Oo mw Lf) LU U ¢-Lj 0.'LL) d ° d ° d Z= w� J�LLJ Do ww �u)= u WU Ira ¢° Um Uw °m UQL) N? a FU--p wU Ww O Z =OZ N IY O Z O_ H U d e /� ! a > OO N ° °LLI ° ° d ° 4K// 4" 27 3 a dd 8 ° //\ 6" 300 45 64 4 3/4 20 8' 125 5 1 30 S _I TYPE B 1w CONCRETE BLOCKING FOR VERTICAL STD. PLAN — 330.3 PUBLIC WORKS FITTINGS i DEPARTMENT MARCH 2010 Where shown on the plans or In the specifications or required by the Engineer, joint restraint system (shackle rods) shall be used. All joints restraint materials used shall be those manufactured by Star National Products, 1323 Holly Avenue, PO Box 258, Columbus, Ohio.43216 unless an equal alternate is approved in writing by the Engineer. Materials Steel Types, High strength low—alloy steel (car—ten), ASTM A588 heot—treated. 1.Tiebolt: ASTM A588, Grade B, Cor—Ten, equal to SuperStar Tielbolt Installation: SST 7 : 5/8" for 2" and 3" mechanical joints (M.J.) with eye for 5/8" rod Install the joint restraint system in accordance with the Manufacturer's SST 7 3/4" for 4" to 12" M.J. with eye for 3/4" rod instructions so all joints are mechanically locked together to prevent joint SST 756 : 3/4" for 14" to 24" M.J. with eye for 3/4" rod separation. SST 747 : 3/4" for 4" to 12" M.J. with eye for 7/8" and 1" rod Tiebolts shall be installed to pull against the mechanical joint body and SST 757 : 3/4" for 14" to 24" M.J. with eye for 7/8" and 1" rod not the M.J. follower. Torque nuts at 75-90 foot pounds for 3/4" nuts. SST 778: 1" for 30 to 36" M.J. with eye for 1" rod 2.Tienut: Hex Nut Install tiecouplings with both rods threaded equal distance into ASTM A588, Grade 6, Cor—Ten, equal to SuperStar Tienut tiecouplings. Arrange tierods symmetrically around the pipe. SS8 for 5/8", 3/4", 7/8 1" Tiebolt and Tiered Where o Manufacturer's mechanical joint valve or fitting is supplied with with 7'iestop Pin slots for "T" bolts instead of holes, o flanged valve with a flange by 3.Tiecoupling mechanical joint adaptor shall be used instead, so as to provide adequate ASTM Awith Geode B, Cor—Ten, equal to SuperStar Tiecoupling space for locating tie SS10 for 5/8", 3/4", 7/8", 1" Tierod bolt. 4.Tierod: Where a continuous run of pipe is required to be restrained, no run of Continuous threaded rod for cutting to desired lengths restrained pipe shall be greater than 60 feet in length betwee fittings. 9 9 Insert long body solid sleeves as required on longer runs to keep tierod ASTM A588, Grade B, Cor—Ten, equal to SuperStar Tierod lengths to the 60 foot maximum. SS12 for 5/8", 3/4", 7/8", 1" Pipe used in continuously restrained runs shall be mechanical joint pipe S.Tiewasher and tlebolls shall be Installed as rod guides at each joint. ASTM A588, Grade B, Cor—Ten, equal to SuperStar Tiewasher SS17 for 5/8", 3/4", 7/8", 1" round flat washer Pipe Test Size Pressure Number and Size of Rods Inches PSI 2 4 6 8 10 12 14 24 2 250 314' 60 3 250 3/4" 4 250 314' 6 250 3/4' 8 250 3/4" 10 250 3/4" No 12 250 3/4" 14 250 3/4" 16 250 3/4' 18 250 314" 20 250 3/4" 24 260 3/4" 30 200 3/4' 33 200 1" 42 200 1" 46 200 1. r ifs 2 5 3 @—/ 1 rrrr ti�Y o STD. PLAN — 33 0.5 + ; PUBLIC WORKS SHACKLE RODDS DEPARTMENT AND TIE BOLTS MARCH 2010 1W RECESSED LIFT POCKET 5 A.C.. 2'-0" ,6" - 11 N.C. SOCKET HD 2 SCREW 1 Y4" LONG (BRONZE OR S.S.) 40 Y2" x 2" RAISED PADS _j 6" CONCRETE \\\-SAND OR CLASS 3006 EXPANDABLE FOAM 12 Y4" WATER TIGHT 14" PLUG 5/8 2 Y8 45 (1/8) BEND 2' 8" — 12Y4 ' 14" CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 45' (1/8) BEND NOTES: 1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS 8 OR 6 INCH CLEAN-OUT STD. PLAN 403.1 DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 CEMENT CONCRETE A CURB AND GUTTER 3/8'PREMOLDED JOINT FILLER iJ-I}8. N 5'-0"R. 5'-O"R. 5'-0"R. 5'-0"R. 4'-8 1/4" 5" 5` 4' - 8 1/4" CATCH BASIN FRAME AND GRATE GUTTER PAN (NOT I N IN BID ITEM) PLAN VIEW CATCH BASIN GUTTER PAN 2'-8" SLOPE GUTTER PAN DOWN TO FRAME 5 1/2' AND GRATE MATCH 1"R. ROADWAY 5" SLOPE RECESS TOP OF D �8 1/2" 1/2"R. ROADWAY •p' D VARIES ADJUSTMENT SECTION o.•. '•D (NOT INCLUDED IN BID ITEM) CATCH BASIN OR INLET •D. p (NOT INCLUDED IN BID ITEM) SECTION O 6 1/2' 5 1/2" 1' 1/2-R. I'R. MATCH ROADWAY SLOPE 7t. - Or D p •D Dp DD ROADWAY -I VARIES SECTION BO CEMENT CONCRETE CURB AND GUTTER PLAN SHEET 1 OF 1 (6, ADOPTED CITY OF RENTON STANDARD PLANS LST DATE:04/04 DATE REVISION BY APPR'D DWG. NAME: F001 SP PAGE: FO01 Jig DRIVEWAY J •`" CEMENT CONCRETE (BY OTHERS) CURB & GUTTER (SEE NOTE 3) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) J, CEMENT CONCRETE DEPRESSED SIDEWALK CURB & GUTTER (SEE NOTE 3) TYPE 3 ISOMETRIC VIEW SEE SHEET 5 rl Irft DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) DRIVEWAY (BY OTHERS) DEPRESSED CEMENT CONCRETE CURB & GUTTER as CURB & GUTTER (SEE NOTE 3) (SEE NOTE 3) TYPE 4 ISOMETRIC VIEW SEE SHEET 6 rl CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 Sheet 2 of 6 ADOPTED a ,s CITY OF REN TON STANDARD PLANS LST DATE:04/04 DATE REVISION 71B DWG. NAME: F004-1 SP PAGE: F004.1 ills irr BID ITEM 6'-0" VARIES 14' MIN. (SEE CONTRACT) 6'-0" rilr 3/8" EXPANSION JOINT (TYP.) (SEE STD. PLAN F-3) 0 I fil ffi DRIVEWAY ENTRANCE SEE NOTE 1 CEMENT CONCRETE SIDE SLOPE (TYP.) H CURB & GUTTER (SEE NOTE 3) PLAN VIEW CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 4 NOT TO SCALE rw VARIES — 6'-0" to 0 VARIES — 14' MIN. VARIES 6'-0". to 0 (SEE CONTRACT) r DRIVEWAY ENTRANCE VARIES 6" to 0 SIDE SLOPE (TYP.) co o rrr �.• - 3/8" EXPANSION JOINT (TYP.) SECTION O (SEE STD. PLAN F-3) fir irr rrr 6—0 DEPRESSED 1/2" R (TYP.) CURB & GUTTER � � (SEE NOTE 3) DRIVEWAY (BY OTHERS) SECTION HO CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 Sheet 6 OF 6 **Y ,�,, ADOPTED CITY OF RENTON STANDARD PLANS LST DATE:04/04 DATE REVISION BY APPR' DWG. NAME: F004-5 SP PAGE: F004.5 1'— 0„ MIN. 6"1 SIDEWALK VARIES — 6' — 0" MIN. (SEE CONTRACT) EP��1J 1/2" R. (TYP.) CURB NOT INCLUDED 54E NY, %— IN BID ITEM SEE RAISED 1/4" PREMOLDED. EDGE DETAIL JOINT FILLER CEMENT CONCRETE SIDEWALK WITH RAISED EDGE SLOPE ROUNDING VARIES (SEE CONTRACT) WHEN SPECIFIED SIDEWALK MAY BE ADJACENT IN CONTRACT TO A WALL (SEE DETAIL) SIDEWALK 6 1/2" VARIES — 6' — 0" MIN. (SEE CONTRACT) > 1/2" R. (TYP.) 2% 2% SEE CURB FACE DETAIL MONOLITHIC CEMENT CONCRETE CURB AND SIDEWALK SLOPE ROUNDING ti VARIES (SEE CONTRACT) WHEN SPECIFIED SIDEWALK MAY BE ADJACENT IN CONTRACT TO A WALL (SEE DETAIL) SIDEWALK BUFFER STRIP VARIES — 5' — 0" MIN. V RIES — 3' — 0" MI 4. (SEE CONTRACT) (SEE CONTRACT) 1/2" R. (TYP.) CURB NOT INCLUDED 2% d 2% IN BID ITEM CEMENT CONCRETE SIDEWALK ADJACENT TO BUFFER STRIP CEMENT CONCRETE SIDEWALK SHEET 2 of 3 6ADOPti�Y p TED V A CITY OF RENTON + + STANDARD PLANS LST DATE:04/04 DATE REVISION BY APPR' DWG. NAME: F005-1 SP PAGE: F005.1 ar 6" rrr 1/2" 1/2" R. LEVEL 1" R 4" p 2% ZZ NOTE: EXTEND SIDEWALK TRANSVERSE SEE © 6 1/2" JOINTS TO INCLUDE RAISED EDGE CONTRACTION FACE OF CURB JOINT 5 1/2" 1" ++ RAISED EDGE DETAIL � 2% 1" R. TOP OF p • CD ROADWAY p 12" WALL OR BARRIER D SIDEWALK 8 6 1/2 I 1 1/2" R NOTE: EXTEND SIDEWALK TRANSVERSE EXPANSION JOINTS TO INCLUDE CURB (FULL DEPTH) p CURB FACE DETAIL —1/4" PREMOLDED JOINT FILLER SIDEWALK ADJACENT TO WALL DETAIL 3/8" z 1/8" TO 1/4" o PREMOLDED JOINT FILLER EO EXPANSION JOINT O CONTRACTION JOINT err CEMENT CONCRETE SIDEWALK r�r SHEET 3 of 3 Y p ADOPTED CITY OF RENTON i + STANDARD PLANS N'�0 LST DATE:04/04 DATE REVISION BY APPR'D DWG. NAME: F005-2 SP PAGE: F0O5.2 CENTER LINES • M • • • • .0 • • • • ® • • • • • • • a 14" lw • • • • • • • e • •t • • • • • • •-T 3 r - 4" YELLOW TYPE 30 LINE MARKERS DOUBLE YELLOW CENTER LINE 4" YELLOW TYPE 'Ild' LINE MARKERS (REEL.) 9' 15'=--� 3'� 4 YELLOW TYPE I LINE MARKERS SINGLE SKIP YELLOW CENTER LINE 4" YELLOW TYPE 'Ild' LINE MARKERS (REFL.) TWO-WAY LEFT TURN LANE e • ® • • • • e • • • • • • • • • • 4„ ■rl �.—•g'e — •15' ---� •�3'� • • 12' 4" YELLOW TYPE 'Ild'. LINE MARKERS .(REFL.) 4" YELLOW TYPE 'I' LINE MARKERS ® • s • • • • e ® • • • • e • • e • • • • • • • • • • ® • • e ad ; NUMBER OF 2-WAY LEFT TURN ARROWS SPEED LIMIT 25 MPH ----- 200' O.C. SPEED LIMIT 30-35 MPH -- 250' O.C. SPEED LIMIT 40-45 MPH -- 300' O.C. CHANNELIZATION MARKERS DETAIL GtiCY p� ADOPTED �pp,,�� CITY OF RENTON STANDARD PLANS LST DATE:04/04 DATE REVISION BY APPR'D DWG. NAME: H001 SP PAGE: H001 a•► APPROACH LINE ! ! ! ! ! ! ! ! ! ! ! , ! ! ® ! 8" 3 4" WHITE TYPE 'I' 24' LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) NUMBER AND LOCATIONS OF ARROWS APPROACH LINE LENGTH ARROW LOCATIONS OR 20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS(20' BACK & END OF APPROACH LINE) 125-300' 3 ARROWS(20' BACK, MIDWAY & END OF LINE) ARROWS OVER 300' AT 100' INTERVALS SKIP APPROACH LINE 9' 15' 3' 4" WHITE TYPE 'I' 'm LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REEL.) to LANE LINE 4" rrrr } �:9, 15' 3' 4" WHITE TYPE 'I' LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REEL.) rr CHANNELIZATION MAKERS DETAIL GtiT Y p� ADOPTED CITY OF RENTON + + STANDARD PLANS LST DATE:04/04 DATE REVISION BY APPR'D DWG. NAME: H002 SP PAGE: HO02 1 1' 2.5' 1' 1' MIN MIN MIN MIN MIN \\N\ 2" CLASS. 'B' FACE OF CURB OR EDGE OF PAVEMENT CENTER LINE OR *2" TO 6" CLASS 'E' LANE LINE OR CLASS 'B' 6.5' MIN. i 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' 1' 2.5' --{ 1' 1' MIN MIN MIN I MIN MIN 2" CLASS 'B' ACP CLASS* 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL TRANSVERSE PATCH * FOR MINIMUM STANDARDS, SEE DWG# HR-05, FOR FLEXIBLE PAVEMENT SP PAGE H032 tiTY p ADOPTED tJO� CITY OF RENTON . _ STANDARD PLANS A�,N r pi LST DATE:02/05 02/2005 I.IODinED NOTES DCV OC 07/2004 610DIREO NOTES DCV G2 DATE REVISION BY APPR'D DWG. NAME: H032-1 SP PAGE: H032.1 Irr r�l rill LANE LINE MARKING 7'-8" r STANDARD VEHICLE WHEEL PATH 3' 4.5' '3 MIN, MIN. MIN. 1' ACP CLASS* MIN. MIN, 6" CRUSHED /72 CLASS 'B' SURFACING TOP COURSE 2" SAWCUT AND REMOVE EDGE OF PAVEMENT, OR GRIND, SEAL WITH EDGE OF CURB & GUTTER, AR4000W OR CENTER OF LANE LINE rrr 2.5' MIN, CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER Ilrr *MINIMUM ACP CLASS 'E' or 'B' SHALL BE: PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS — 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS — 2" ACP CLASS 'E' or 'B'. rrrlr NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY on DETERMINING PAVEMENT THICKNESS. FOR FLEXIBLE PAVEMENT Gti�Y p� ADOPTED CITY OF RENTON STANDARD PLANS LSP DATE:02/05 02/2005 MODIFIED NOTES DCV DC D ATE TE REVISION Y APPR'D MODIFIED NOTES Dcv Dz G DWG. 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